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October 19, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consuhing 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@groail.com Roni Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 Mia Goforth John A. Pekar, PE Oak Lane Improvements Per our discussion, attached is our complete file for Oak Lane (including reviews for the home lots recently constructed). Please give us a call when you have completed your review. If you have any questions please give me a call. Sincerely, John A. Pekar, P.E. City Consulting Engineer JAP:rmf 111111 JOHN A. PEKAR, P.E., LLC Civil EnglnHrlng/Consultlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 September 29, 2016 TO: FROM: SUBJECT: David Dickey; Jeff Ratliff John A. Pekar, PE Potential Exhibits for Oak Lane Hearing in Late October (For Team Discussion) 1. Set of construction plans for Oak Lane. 2. Written outline of Oak Lane boundaries. 3. Enlarged photos of Oak Lane. 4. 24 x 36 boards showing proposed improvements a. Two boards would be necessary. b. Could be color coded. 5. Power Point exhibits. a. Two (2) plan and profile sheets. b. Possible survey plan. 6. Location survey from plans on board. 7. Written short responses to residential emails. 8. Might need to discuss Oak Lane construction schedules (not in 2017 CIP-reviewing grants, etc.). Also might note future workshop prior to bidding project. 9. Colored rendering of future project. 10. Other: Planning and legal inputs as determined. Note: The one side property line between the two properties is not covered with the above exhibits. Dave, hopefully we can set up a meeting next week. Sincerely, John A. Pekar, P.E. JAP:rmf Gm ail John Pekar <johnpekarpe@gmail.com> RE: Appeal of August 23, 2016 Variance Request No. 16-02 Hearing 1 message David Dickey <D.Dickey@cityofcapecanaveral.org> To: Anthony Garganese <agarganese@orlandolaw.net> Cc: John Pekar <johnpekarpe@gmail.com> That would be John Pekar. I will see what his availability is today. ape auavcrnl. FL 2920 ww ~dtyufcupeclma~·eral.ur r Launch your connection ... From: Anthony A. Garganese [mailto:agarganese@orlandolaw.net] Sent: Thursday, September 01, 2016 10:46 AM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Subject: Re: Appeal of August 23, 2016 Variance Request No. 16-02 Hearing Thu, Sep 1, 2016 at 11:27 AM I'd like to discuss this with you and the city's oak lane project manager and surveyor who are handling the future reconstruction of oak lane. Sent iPhone (please excuse errors) On Sep 1, 2016, at 10:26 AM, David Dickey <D.Dickey@cityofcapecanaveral.org> wrote: Anthony -how should I handle this? Several of his questions may blur the line with the ongoing appeal. <image017.png> Launch your connection ... <image01 O.png><image011.png><image012.png><image013.png> From: Bernie [mailto:abc777@cfl.rr.com] Sent: Thursday, September 01, 2016 9:54 AM To: Mia Goforth <M.Goforth@cityofcapecanaveral.org> Cc: Andrea Binney <A.Binney@cityofcapecanaveral.org>; Brendan McMillin <B.McMillin@ cityofcapecanaveral.org>; Betty Walsh <B.Walsh@cityofcapecanaveral.org>; Bob Hoog <B.Hoog@cityofcapecanaveral.org>; Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>; Daniel LeFever <D.LeFever@cityofcapecanaveral.org>; David Dickey <D.Dickey@cityofcapecanaveral.org>; David Greene <D.Greene@cityofcapecanaveral.org>; Ed Lawson <E.Lawson@cityofcapecanaveral.org>; Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>; John Bond <J.Bond@cityofcapecanaveral.org>; Joseph Covell <J.Covell@cityofcapecanaveral.org>; John Deleo <J.Deleo@cityofcapecanaveral.org>; Joan Gapud <J.Gapud@cityofcapecanaveral.org>; Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>; Jane Ross <J. Ross@cityofcapecanaveral.org>; Joshua Surprenant <J.Surprenant@cityofcapecanaveral.org>; Jonathan Puleo <j.puleo@cityofcapecanaveral.org>; Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>; Kim Kopp <kkopp@orlandolaw.net>; Mike Brown <M.Brown@cityofcapecanaveral.org>; Mary Finneran <M.Finneran@cityofcapecanaveral.org>; Mia Goforth <M.Goforth@cityofcapecanaveral.org>; Molly Thomas < M. Thomas@cityofcapecanaveral.org>; Michael German < M. German@cityofcapecanaveral.org>; Ngan Pham <N.Pham@cityofcapecanaveral.org>; Patrice Huffman <P.Huffman@ cityofcapecanaveral.org>; Patricia Roth <P.Roth@cityofcapecanaveral.org>; Todd Morley <T.Morley@cityofcapecanaveral.org>; 'Kathryn Seidel' <karnevale@aol.com>; 'Alicia Spring' <asrapp@aol.com> Subject: RE: Appeal of August 23, 2016 Variance Request No. 16-02 Hearing 9/1/2016 David Dickey, On August 25 John Deleo said the City of Cape Canaveral defines a reasonable amount of time to answer a question is 5 to 7 days. You agreed and said you would answer the 9 questions I submitted to you on August 24. It has now been 9 days without a response from you. Mr. Dickey 1) Did all members of last night's Board of Adjustment receive copies of all 3 of the certified letters I sent to: Community Development Department, 110 Polk Avenue, P.O. Box 326, Cape Canaveral prior to the hearing? 2) The owner of 123 Oak Lane, Tim Turner, and myself, Bernard Lennon, 126 Oak Lane, both followed your instruction to stop Patrick T. Lee's LLC from taking our property with a faulty survey. Why was Tim Turner granted a hearing to stop encroachment by Patrick T. Lee and I was denied a hearing? 3) What is required by me to be granted a public hearing on 127 Oak Lane violation of Section 110- 297(a)(1 ), City Code? 4) Do I have a method to appeal your decision to ignore the signed/sealed surveys submitted by 123 Oak Lane, myself, and the one used by the City to locate the current right-of-way markers , when you instead choose to use the survey submitted by Patrick T. Lee that has been proven to be wrong? 5) Why are the current Right of Way markers on Oak Lane not being used? 6) What is the name of the surveyor who installed the original right-of-way markers and what is the name of the surveyor being used to relocate the right-of-way markers to match Patrick T. Lee's faulty survey? 7) You mentioned that a hearing is required to move the right-of-way of Oak Lane. Will I be notified of the date and time of the hearing at least 30 days in advance to prepare a defense? 8) Since you insist on relocating everyone's property line 12 feet north, what is required by me to remove the fence located between my property and Sea Spray Town homes and move it 12 feet north? 9) Since you have not yet determined where you are going to locate the new right-of-way, will you be issuing a Certificate of Occupancy to 127 Oak Lane prior to completing the preliminary engineering work to relocate Oak Lane? .. ' A signed copy of this email has been sent certified (7015 0640 0004 1075 1922) to: David Green City Manager, 105 Polk Avenue, Cape Canaveral, Florida 32920 Bernard Lennon 126 Oak Lane Cape Canaveral Abc777@cfl.rr.com From: Bernie [mailto:abc777@cfl.rr.com] Sent: Friday, August 26, 2016 8:02 PM To: 'Mia Goforth' <M.Goforth@cityofcapecanaveral.org> Cc: a.binney@cityofcapecanaveral .org; b.mcmillin@cityofcapecanaveral.org; b.walsh@cityofcapecanaveral.org; Bob Hoag <B.Hoog@cityofcapecanaveral.org>; c.puleo@cityofcapecanaveral.org; d. lefever@cityofcapeca.naveral.org; David Dickey <D.Dickey@cityofcapecanaveral.org>; David L. Greene <d.greene@cityofcapecanaveral.org>; e. lawson@cityofcapecanaveral.org; g. vergara@cityofcapecanaveral.org; j. bond@cityofcapecanaveral.org; j.covell@cityofcapecanaveral.org; j.deleo@cityofcapecanaveral.org; j.gapud@cityofcapecanaveral.org; j. ratliff@cityofcapecanaveral.org; j. ross@cityofcapecanaveral.org ; j. surprenant@cityofcapecanaveral.org; Jonathan Puleo <j.puleo@cityofcapecanaveral.org>; k.mcintire@cityofcapecanaveral.org; Kim Kopp < kkopp@orlandolaw.net>; m. brown@cityofcapecanaveral.org; m. finneran@cityofcapecanaveral.org; m. goforth@cityofcapecanaveral.org; m. thomas@cityofcapecanaveral.org; 'Michael German' <M. German@cityofcapecanaveral.org>; n. pham@cityofcapecanaveral.org; p.huffman@cityofcapecanaveral.org; 'Patti Roth' <p.roth@cityofcapecanaveral.org>; t.morley@cityofcapecanaveral.org; 'Kathryn Seidel' <karnevale@aol.com>; 'Alicia Spring' <asrapp@aol.com>; abc 777@cfl. rr. com Subject: Appeal of August 23, 2016 Variance Request No. 16-02 Hearing 8/26/2016 Mia Goforth, I am requesting an appeal to the hearing held by the Board of Adjustment on August 23, 2016 regarding Variance Request No. 16-02. The reason forthe appeal is: The notice sent to my home on August 11 , 2016 stated comments can be sent to Cape Canaveral, Community Development Department, 110 Polk Avenue, P.O. box 326, Cape Canaveral, FL, 32920-0326. David Dickey assured me the following information would be given to the Board of Adjustment members prior to the August 23, 2016 hearing. Without this information it was impossible for the board members to make an informed decision on Variance Request No. 16-02. On August 16, 2016 Mike Toscano signed for certified letter 7015 0640 0004 1075 6866 titled Regarding Variance Request No. 16-02. The same day Mayor Hoag signed for certified letter 7015 0640 0004 1075 6859 titled Regarding Variance Request No. 16-02. On August 17, 2016 The City Manager signed for certified letter 7015 0640 0004 1075 6842 titled Regarding Variance Request No. 16-02. On August 19, 2016 Kim Kopp's office signed for certified letter 7015 0640 0004 1075 6835 titled Regarding Variance Request No. 16-02. On August 22, 2016 Mike Toscano signed for certified letter 7015 0640 0004 1076 4557 titled Regarding Variance Request No. 16-02. On August 22, 2016 Mike Toscano signed for certified letter 7015 0640 0004 1076 4984 titled Regarding Variance Request No. 16-02. David Dickey did not give any of this information to the Board of Adjustment members before or during the meeting. A signed copy of this letter has been sent certified mail 7015 0640 0004 1075 9027 to Mayor Bob Hoog at 210 Jefferson Avenue, Cape Canaveral, FL 32920. Bernard Lennon 126 Oak Lane Cape Canaveral Abc777@cfl.rr.com From: Mia Goforth [mailto:M.Goforth@cityofcapecanaveral.org] Sent: Thursday, August 25, 2016 5:07 PM To: Bernie <abc777@cfl.rr.com> Cc: David Dickey <D.Dickey@cityofcapecanaveral.org>; Patrice Huffman <P.Huffman@ cityofcapecanaveral.org>; Kim Kopp <kkopp@orlandolaw.net>; David Greene <D. Greene@cityofcapecanaveral.org>; John Deleo <J. Deleo@cityofcapecanaveral.org> Subject: RE: Records request received 8-25-16 -B. Lennon re BOA 8-23-16 Mtg Good afternoon Mr. Lennon, In response to your verbal request for records from the City Clerk's Office this morning, here are the items I told you I would provide: 1. Certified Letters presented at the 8-23-16 Board of Adjustment Meeting -see attached 2. Audio Recording of the 8-23-16 Board of Adjustment Meeting -see below and download audio software here: http://www.bisdigital.com/ 3. Draft Minutes for the 8-23-16 Board of Adjustment Meeting -forthcoming To access Public Records online: 1. Go to http://www.cityofcapecanaveral.org/public_records 2. Accept the ''Yes, I accept the above statement" link <image001.jpg> 3. Go here and open the following folders: · <image002.jpg> <image003.png> If you need anything additional, please let me know Thank you. Mia <image004. png> Mia Goforth, CMC City Clerk m .goforth@cityofcapecanaveral.org 321-868-1220 Ext 220 321-868-1248 fax 105 Polk Avenue. P.O. Box 326 Cape Canaveral, FL 32920 www.cityofcapecanaveral.org Launch your connection ... <image005.png> <image006.png> <image007.png> <image008.png> From: Bernie [mailto:abc777@cfl.rr.com] Sent: Thursday, August 25, 2016 12:35 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Cc: Andrea Binney <A.Binney@cityofcapecanaveral.org>; Brendan McMillin <B.McMillin@ cityofcapecanaveral.org>; Betty Walsh <B.Walsh@cityofcapecanaveral.org>; Bob Hoog <B.Hoog@cityofcapecanaveral.org>; Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>; Daniel LeFever <D.LeFever@cityofcapecanaveral.org>; David Dickey <D.Dickey@cityofcapecanaveral.org>; David Greene <D.Greene@cityofcapecanaveral.org>; Ed Lawson <E.Lawson@cityofcapecanaveral.org>; Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>; John Bond <J.Bond@cityofcapecanaveral.org>; 'Alicia Spring' <asrapp@aol.com>; Joseph Covell <J.Covell@cityofcapecanaveral.org>; John Deleo <J.Deleo@cityofcapecanaveral.org>; Joan Gapud <J.Gapud@cityofcapecanaveral.org>; Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>; Jane Ross <J.Ross@cityofcapecanaveral.org>; Joshua Surprenant <J. S urprenant@cityofcapecanaveral.org>; Jonathan Puleo <j. puleo@cityofcapecanaveral.org>; Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>; Kim Kopp <kkopp@orlandolaw.net>; Mike Brown <M.Brown@cityofcapecanaveral.org>; Mary Finneran <M.Finneran@cityofcapecanaveral.org>; Mia Goforth <M.Goforth@cityofcapecanaveral.org>; Molly Thomas <M.Thomas@cityofcapecanaveral.org>; Michael German <M.German@cityofcapecanaveral.org>; Ngan Pham <N.Pham@cityofcapecanaveral. org >; Patrice Huffman <P.Huffman@cityofcapecanaveral.org>; Patricia Roth <P.Roth@cityofcapecanaveral.org>; Todd Morley <T.Morley@cityofcapecanaveral.org>; 'Alicia Spring' <asrapp@aol.com>; abc 777@cfl. rr. com Subject: Variance Request 16-02 On August 25 at 8:30 am I met with David Dickey at the building department. I requested an appeal of Variance Request NO. 16-02. David Dickey said he conferred with the City Attorney and I had lost my right to appeal because I did not attend the hearing. I suggested he did not have the authority to make that decision. David Dickey said he told the City Attorney two days before the hearing that I would not be attending. The Attorney told him then I would lose any right to appeal. (I was never informed of this). I asked for a copy of the official record. David Dickey said it was upstairs in his office and refused to let me see it saying I had to go across the street and put in a request for the record. I said let's go across the street right now and do it. After arriving at City Hall David Dickey asked to see Mia Goforth. While waiting for Mia to arrive David Dickey said he was sorry I was not at the meeting. I reminded him I had sent an e- mail prior to the hearing that 13-day notice was not enough time for me to cancel prior commitments. David Dickey told Mia I needed a records request. I told Mia I was also appealing variance request 16-02 while being interrupted by David Dickey. David Dickey continued interrupting and raising his voice in a manner I perceived to be threating while I was talking to Mia. I then requested Mia to have the police from next door oversee this meeting. Mia refused to involve the police while David Dickey is yelling "you think I am threating you Bernie?" Mia asked me what was the threat from David Dickey. I requested that David Dickey leave the room while I complete my business with Mia. David Dickey asked in a threating tone why do I need to leave the room. I asked again would he please leave the room. John Deleo came from behind a divider and said he did not hear any threats. David Dickey continued to interrupt all of us. Once again I asked David Dickey to leave the room. He continued a loud protest he had not made any threats at the same time Mia was agreeing with him, saying no threats were made. David Dickey refused to leave the room so I asked Mia if we could go to her office. Mia said she would not be comfortable with that because now she felt I could be threating. I again requested the police oversee this meeting. David Dickey asked why the police were needed? I said because I need to request an appeal. John Deleo said I was standing here and did not hear any threats. I asked all three if I could speak to Mia without being interrupted and all agreed. The interruptions continued until John Deleo said he wanted to hear what I had to say and if they would stop interrupting me. Without interruptions I told Mia I wanted to file an appeal to variance request 16-02 and to do that I need a copy of verbatim record . Mia told me I would need an attorney to request the record on my behalf. Mia explained that State law did not require her to give me that information unless its requested by an attorney. She said she could provide me with a draft of the minutes and an audio of the meeting. I said yes I will need that and also the official record to verify that all the board members had in fact received all three of my certified letters prior to the meeting. Mia then explained to Davis Dickey the board secretary needs to go on Laserfiche and in the folder for that meeting add an additional item to that meeting and on the letter need to be added as presented on that date that needs to be written on there so the public knows it was presented to the board. Mia said she has my email address and will send me information on how to access Laserfiche from home everything except for the draft of the minutes which she will email separately. I asked David Dickey if he would respond to all 9 questions I sent him by e-mail. After a very long pause David Dickey said "Yes". I asked when would he respond to the questions David Dickey said "as soon as I am able to". I ask the next day or two. David Dickey said "as soon as I am able to". I asked less than a week David Dickey said "as soon as I am able to". I asked will you respond before issuing a certificate of occupancy to 127 Oak Lane David Dickey said "I don't know". David Dickey said "Bernie you are not going to put me in a comer". I said your attempt to certify before answering the questions were to deny my rights. David Dickey said that was my opinion. I asked if anyone else agreed with that. Mia told me I would need an attorney to address that. John Deleo spoke up and recapped my request for a draft copy, audio and answers to the 9 questions submitted to David Dickey in a reasonable time. John Deleo said the City defines reasonable time to be 5 to 7 days. John Deleo asked David Dickey if 5 to 7 days were reasonable to him. David Dickey said "Yes". I asked David Dickey if he would be issuing a C.O. to 127 Oak Lane in the next 5 to 7 days. David Dickey said "I don't know". Bernard Lennon 126 Oak Lane Cape Canaveral Abc777@cfl.rr.com From: Bernie [mailto:abc777@cfl.rr.com] Sent: Wednesday, August 24, 2016 3:20 PM To: 'David Dickey' <D.Dickey@cityofcapecanaveral.org> Cc: a.binney@cityofcapecanaveral.org; b.mcmillin@cityofcapecanaveral.org; b. walsh@cityofcapecanaveral.org; Bob Hoog < B. Hoog@cityofcapecanaveral.org>; c.puleo@cityofcapecanaveral.org; d.lefever@cityofcapecanaveral.org; David Dickey <D.Dickey@cityofcapecanaveral.org>; David L. Greene <d.greene@cityofcapecanaveral.org>; e. lawson@cityofcapecanaveral.org; g. vergara@cityofcapecanaveral.org; j. bond@cityofcapecanaveral.org; j. covell@cityofcapecanaveral.org; j. deleo@cityofcapecanaveral.org; j. gapud@cityofcapecanaveral.org; j. ratliff@cityofcapecanaveral.org; j. ross@cityofcapecanaveral.org; j. surprenant@cityofcapecanaveral.org; Jonathan Puleo <j.puleo@cityofcapecanaveral.org>; k.mcintire@cityofcapecanaveral.org; Kim Kopp <kkopp@orlandolaw.net>; m. brown@cityofcapecanaveral.org; m. finneran@cityofcapecanaveral.org; m.goforth@cityofcapecanaveral.org; m.thomas@cityofcapecanaveral.org; 'Michael German' <M. German@cityofcapecanaveral.org>; n. pham@cityofcapecanaveral.org; p.huffman@cityofcapecanaveral.org; 'Patti Roth' <p.roth@cityofcapecanaveral.org>; t.morley@cityofcapecanaveral.org; abc777@cfl.rr.com ; 'Alicia Spring' <asrapp@aol.com> Subject: Did all members of last night's Board of Adjustment receive the information I supplied? Mr. Dickey 1) Did all members of last night's Board of Adjustment receive copies of all 3 of the certified letters I sent to: Community Development Department, 110 Polk Avenue, P.O. Box 326, Cape Canaveral prior to the hearing? 2) The owner of 123 Oak Lane, Tim Turner, and myself, Bernard Lennon , 126 Oak Lane, both followed your instruction to stop Patrick T. Lee's LLC from taking our property with a faulty survey. Why was Tim Turner granted a hearing to stop encroachment by Patrick T. Lee and I was denied a hearing? 3) What is required by me to be granted a public hearing on 127 Oak Lane violation of Section 110- 297(a)(1 ), City Code? 4) Do I have a method to appeal your decision to ignore the signed/sealed surveys submitted by 123 Oak Lane, myself, and the one used by the City to locate the current right-of-way markers, when you instead choose to use the survey submitted by Patrick T. Lee that has been proven to be wrong? 5) Why are the current Right of Way markers on Oak Lane not being used? 6) What is the name of the surveyor who installed the original right-of-way markers and what is the name of the surveyor being used to relocate the right-of-way markers to match Patrick T. Lee's faulty survey? 7) You mentioned that a hearing is required to move the right-of-way of Oak Lane. Will I be notified of the date and time of the hearing at least 30 days in advance to prepare a defense? 8) Since you insist on relocating everyone's property line 12 feet north, what is required by me to remove the fence located between my property and Sea Spray Town homes and move it 12 feet north? 9) Since you have not yet determined where you are going to locate the new right-of-way, will you be issuing a Certificate of Occupancy to 127 Oak Lane prior to completing the preliminary engineering work to relocate Oak Lane? Bernard Lennon 126 Oak Lane Cape Canaveral, FL Abe 777@cfl. rr. com From: David Dickey [mailto:D.Dickey@cityofcapecanaveral.org] Sent: Monday, August 22, 2016 4:19 PM To: Bernie <abc777@cfl.rr.com> Subject: RE: David Dickey will not issue a certificate of occupancy to 127 Oak Lane until Bernard Lennon reviews Will do. Dave <image009.png> Launch your connection ... <image010.png><image011 .png><image012.png><image013.png> From: Bernie [mailto:abc777@cfl.rr.com] Sent: Monday, August 22, 2016 2:08 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Cc: Andrea Binney <A.Binney@cityofcapecanaveral.org>; Brendan McMillin <B.McMillin@ cityofcapecanaveral.org>; Betty Walsh <B.Walsh@cityofcapecanaveral.org>; Bob Hoag <B.Hoog@cityofcapecanaveral.org>; Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>; Daniel LeFever <D.LeFever@cityofcapecanaveral.org>; David Dickey <D.Dickey@cityofcapecanaveral.org>; David Greene <D.Greene@cityofcapecanaveral.org>; Ed Lawson <E.Lawson@cityofcapecanaveral.org>; Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>; John Bond <J.Bond@cityofcapecanaveral.org>; Joseph Covell <J.Covell@cityofcapecanaveral.org>; John Deleo <J.Deleo@cityofcapecanaveral.org>; Joan Gapud <J.Gapud@cityofcapecanaveral.org>; Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>; Jane Ross <J. Ross@cityofcapecanaveral.org>; Joshua Surprenant <J. Surprenant@cityofcapecanaveral.org>; Jonathan Puleo <j.puleo@cityofcapecanaveral.org>; Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>; Kim Kopp <kkopp@orlandolaw.net>; Mike Brown <M.Brown@cityofcapecanaveral.org>; Mary Finneran <M.Finneran@cityofcapecanaveral.org>; Mia Goforth <M.Goforth@cityofcapecanaveral.org>; Molly Thomas <M. Thomas@cityofcapecanaveral.org>; Michael German < M.German@cityofcapecanaveral.org>; Ngan Pham <N.Pham@cityofcapecanaveral.org>; Patrice Huffman <P.Huffman@ cityofcapecanaveral.org>; Patricia Roth <P.Roth@cityofcapecanaveral.org>; Todd Morley <T.Morley@cityofcapecanaveral.org>; abc777@cfl.rr.com; 'Alicia Spring' <asrapp@aol.com> Subject: RE: David Dickey will not issue a certificate of occupancy to 127 Oak Lane until Bernard Lennon reviews Mr. Dickey Due to only receiving a 13-day notice for tomorrows hearing I will not be able to attend. Please submit all correspondence I have sent you for the Board of Adjustment to review and enter into the record. If you have any questions for me, please use this post and I will answer immediately. Bernard Lennon 126 Oak Lane Cape Canaveral, FL. From: David Dickey [mailto:D.Dickey@cityofcapecanaveral.org] Sent: Monday, August 22, 2016 10:25 AM To: Bernie <abc777@cfl.rr.com> Subject: RE: David Dickey will not issue a certificate of occupancy to 127 Oak Lane until Bernard Lennon reviews Good morning Bernie. A hearing is scheduled for tomorrow evening before the City's Board of Adjustment to consider a setback variance being requested by the owner of 127 Oak Lane. The City has a codified process for notification of land use actions. This notice provides the date, time and location of the board meeting so that interested property owners can speak on the issue. The process does not include sending out an individual notice to property owners regarding the outcome of a hearing. Yes, the setback matter will need to be remedied before a CO is issued. I would encourage your attendance tomorrow evening so that you can share your thoughts with the Board. <image014.png> Launch your connection ... <image01 O.png><image011 .png><image012.png><image013.png> From: Bernie [mailto:abc777@cfl.rr.com] Sent: Thursday, August 18, 2016 1 :42 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org>; Andrea Binney <A.Binney@cityofcapecanaveral. org>; Brendan McMillin <B.McMillin@cityofcapecanaveral.org>; Betty Walsh <B.Walsh@cityofcapecanaveral.org>; Bob Hoog <B.Hoog@cityofcapecanaveral.org>; Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>; Daniel LeFever <D.LeFever@cityofcapecanaveral.org>; David Dickey <D.Dickey@cityofcapecanaveral.org>; David Greene <D.Greene@cityofcapecanaveral.org>; Ed Lawson <E.Lawson@cityofcapecanaveral.org>; Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>; John Bond <J.Bond@cityofcapecanaveral.org>; Joseph Covell <J.Covell@cityofcapecanaveral.org>; John Deleo <J.Deleo@cityofcapecanaveral.org>; Joan Gapud <J.Gapud@cityofcapecanaveral.org>; Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>; Jane Ross <J.Ross@cityofcapecanaveral.org>; Joshua Surprenant <J. S urprenant@cityofcapecanaveral.org>; Jonathan Puleo <j. puleo@cityofcapecanaveral.org>; Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>; Kim Kopp <kkopp@orlandolaw.net>; Mike Brown <M.Brown@cityofcapecanaveral.org>; Mary Finneran <M.Finneran@cityofcapecanaveral.org>; Mia Goforth <M.Goforth@cityofcapecanaveral.org>; Molly Thomas <M.Thomas@cityofcapecanaveral.org>; Michael German <M.German@cityofcapecanaveral.org>; Ngan Pham <N.Pham@cityofcapecanaveral. org>; Patrice Huffman <P.Huffman@cityofcapecanaveral.org>; Patricia Roth <P.Roth@cityofcapecanaveral.org>; Todd Morley <T.Morley@cityofcapecanaveral.org>; 'Alicia Spring' <asrapp@aol.com> Subject: RE: David Dickey will not issue a certificate of occupancy to 127 Oak Lane until Bernard Lennon reviews Mr. Dickey Can you assure I will be notified of the outcome to violation of [Section 110-297(a)(1 ), City Code] involving all 4 homes constructed by Patrick T. Lee prior to issuing a Certificate of Occupancy to 127 Oak Lane? Am I correct in assuming that violation will need to be resolved before a Certificate of Occupancy? From: Bernie [mailto:abc777@cfl.rr.com] Sent: Thursday, August 18, 2016 12:55 PM To: 'David Dickey' <D.Dickey@cityofcapecanaveral.org>; a.binney@cityofcapecanaveral.org; b.mcmillin@ cityofcapecanaveral.org; b.walsh@cityofcapecanaveral.org; Bob Hoag <B. Hoog@cityofcapecanaveral. org>; c. puleo@cityofcapecanaveral.org; d. lefever@cityofcapecanaveral.org; David Dickey <D.Dickey@cityofcapecanaveral.org>; David L. Greene <d.greene@cityofcapecanaveral.org>; e. lawson@cityofcapecanaveral.org; g. vergara@cityofcapecanaveral.org; j. borid@cityofcapecanaveral.org; j .covell@cityofcapecanaveral.org; j. deleo@cityofcapecanaveral.org; j .gapud@cityofcapecanaveral.org; j. ratliff@cityofcapecanaveral.org; j. ross@cityofcapecanaveral.org; j. surprenant@cityofcapecanaveral.org; Jonathan Puleo <j.puleo@cityofcapecanaveral.org>; k.mcintire@cityofcapecanaveral.org; 'Kim Kopp' <kkopp@orlandolaw.net>; m. brown@cityofcapecanaveral.org; m. finneran@cityofcapecanaveral.org; m.goforth@cityofcapecanaveral.org; m.thomas@cityofcapecanaveral.org; 'Michael German' <M.German@cityofcapecanaveral.org>; n.pham@cityofcapecanaveral.org; p. huffman@cityofcapecanaveral.org; 'Patti Roth' < p. roth@cityofcapecanaveral.org>; t.morley@cityofcapecanaveral.org; abc777@cfl.rr.com; 'Alicia Spring' <asrapp@aol.com> Subject: RE: David Dickey will not issue a certificate of occupancy to 127 Oak Lane until Bernard Lennon reviews Mr. Dickey You are free to stop by and inspect the (Right Of Way) markers installed by the City of Cape Canaveral prior to Patrick T. Lee starting any development on Oak Lane. If you can't find them stop by my house and I will show them to you. Bernard Lennon 126 Oak Lane Cape Canaveral From: David Dickey [mailto:D.Dickey@cityofcapecanaveral.org] Sent: Thursday, August 18, 2016 10:54 AM To: Bernie <abc777@cfl.rr.com> Subject: RE: David Dickey will not issue a certificate of occupancy to 127 Oak Lane until Bernard Lennon reviews Bernie -as with all new construction in the City, the CO will be issued once all applicable requirements have been met. You are free to stop by the City's Building Department and review the file for 127 Oak Lane at any time. Dave <image015.png> Launch yourconnection ... <image010.png><image011.png><image012.png><image013.png> From: Bernie [mailto:abc777@cfl.rr.com] Sent: Thursday, August 18, 2016 10:46 AM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Cc: Andrea Binney <A.Binney@cityofcapecanaveral.org>; Brendan McMillin <B.McMillin@ cityofcapecanaveral.org>; Betty Walsh <B.Walsh@cityofcapecanaveral.org>; Bob Hoog <B.Hoog@cityofcapecanaveral.org>; Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>; Daniel LeFever <D.LeFever@cityofcapecanaveral.org>; David Dickey <D.Dickey@cityofcapecanaveral.org>; David Greene <D.Greene@cityofcapecanaveral.org>; Ed Lawson <E.Lawson@cityofcapecanaveral.org>; Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>; John Bond <J.Bond@cityofcapecanaveral.org>; Joseph Covell <J.Covell@cityofcapecanaveral.org>; John Deleo <J.Deleo@cityofcapecanaveral.org>; Joan Gapud <J.Gapud@cityofcapecanaveral.org>; Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>; Jane Ross <J.Ross@cityofcapecanaveral.org>; Joshua Surprenant <J.Surprenant@cityofcapecanaveral.org>; Jonathan Puleo <j.puleo@cityofcapecanaveral.org>; Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>; Kim Kopp <kkopp@orlandolaw.net>; Mike Brown <M.Brown@cityofcapecanaveral.org>; Mary Finneran <M.Finneran@cityofcapecanaveral.org>; Mia Goforth <M.Goforth@cityofcapecanaveral.org>; Molly Thomas <M.Thomas@cityofcapecanaveral.org>; Michael German <M.Gerrnan@cityofcapecanaveral.org>; Ngan Pham <N.Pham@cityofcapecanaveral.org>; Patrice Huffman <P.Huffman@ cityofcapecanaveral.org>; Patricia Roth <P.Roth@cityofcapecanaveral.org>; Todd Morley <T. Morley@cityofcapecanaveral.org> Subject: David Dickey will not issue a certificate of occupancy to 127 Oak Lane until Bernard Lennon reviews So you will not issue a certificate of occupancy to Parcel ID#24 371428 A.25 (127 Oak Lane) until final engineering is complete and we all have had a chance for review. Thank you Bernard Lennon -Original Message- From: David Dickey [mailto:D.Dickey@cityofcapecanaveral.org] Sent: Wednesday, August 17, 2016 3:19 PM To: Joshua Surprenant <J.Surprenant@cityofcapecanaveral.org>; Bernie <abc777@cfl.rr.com> Subject: RE: Report a Concern (form) has been filled out on your site. Thanks Bernie for the email. The City Engineer is currently preparing preliminary engineering for the improvement of Oak Lane. Once final engineering is complete, we will be able to determine the status of the Oak Lane right-of-way. Note that a number of City staff are involved in reviewing a single-family structure, to include the Building official and the City Engineer. They review items such as rights-of-way, setbacks and stormwater impacts. Dave Launch your connection ... -Original Message- From: Joshua Surprenant Sent: Wednesday, August 17, 2016 12:24 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Subject: FW: Report a Concern (form} has been filled out on your site. Report a Concern from website just got this. -Original Message- From: Please Do Not Click Reply [mailto:support@govoffice.com] Sent: Wednesday, August 17, 2016 10:32 AM To: Joshua Surprenant <J.Surprenant@cityofcapecanaveral.org> Subject: Report a Concern (form} has been filled out on your site. Your Site has received new information through a form. Form: Report a Concern Site URL: www.cityofcapecanaveral.org Name: Bernard M. Lennon Email: abc777@cfl.rr.com Phone Number: (321 )435-4159 What is your concern?: 8/17/2016 To: The City of Cape Canaveral, Community Development Department Regarding Variance Request No. 16-02 Sheropa LLC Owned by Patrick T. Lee 400 Harbor Dr. Cape Canaveral, Fl. Has constructed the following 4 homes for the purpose of resale. 127 Oak Lane Cape Canaveral, Florida 32920 131 Oak Lane Cape Canaveral, Florida 32920 135 Oak Lane Cape Canaveral, Florida 32920 139 Oak Lane Cape Canaveral, Florida 32920 All 4 homes are in violation of [Section 110-297(a)(1), City Code] to the extent that a car cannot be parked in the driveway without extending into Oak Lane's Right of Way. This code requires a minimum front setback to be 25 feet. This violation has been determined by using the "right of way markers" (ROW) installed by the City of Cape Canaveral on Oak Lane to define the (ROW) limits of Oak Lane Cape Canaveral, Florida. The (ROW) markers installed by the City of Cape Canaveral are in agreement with the survey I gave to Duree Alexander (Cape Canaveral Code Enforcement) and Michael German (Cape Canaveral Building Official) for the purpose of defending my property from encroachment by the Sheropa LLC. developer, prior to Sheropa LLC starting construction on 127 and 131 Oak Lane. The (ROW) markers installed by the City of Cape Canaveral are also in agreement with the surveying markers that the owner of 123 Oak Lane had to pay out of pocket for the purpose of defending their property from encroachment by the Sheropa LLC developer. This violation has created a cascade of problems. Sheropa LLC has removed asphalt and installed paver bricks and dug a large hole for installing utilities in the wrong location that is extending as much as 14 feet into Oak Lane's right of way. Because of this, the heavy volume of two-way construction traffic of large trucks caused by the Sheropa LLC development on Oak Lane has caused the trucks to veer towards my property and brush the low hanging power lines. I assume the rubber tires protect the drivers from electrocution. The large hole continues to remain open and unprotected for more than 6 months. On February 23, 2016 I received an e-mail from David Dickey (Community Development Director of Cape Canaveral} that stated "Please note that a Certificate of Occupancy will not be issued until this issue is resolved," and again on March 16 2016 "In my email to you on February 23rd, I explained the situation and assured you that a Certificate of Occupancy would not be issued until this issue was resolved." "You ask whether you will be informed of the outcome of this survey dispute and have a chance to have input or appeal. The affected parties will be notified of the results of the review." All of my attempts to resolve this issue have been ignored by David Dickey, and on 5/16/2016 he covertly issued a Certificate of Occupancy to 131 Oak Lane without informing me or informing the new owners of the violations. All 4 homes also have issues with elevation that can potentially cause problems with flooding and sewage backing up into their homes. By allowing these homes to be built into the right of way, the city is inferring that the right of way has been moved, thus changing my property lines, in effect stealing my property without notice or a hearing. Just because Patrick T. Lee is a former Mayor of Cape Canaveral does not give him the authority to confiscate a large portion of my property for his own financial gain or create safety hazards for the citizens of Cape Canaveral. I have accumulated 2 years' worth of communications involving this matter that are available upon request. Bernard M. Lennon 126 Oak Lane Cape Canaveral, FL. 32920 abc 777@cfl. rr. com Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are publ ic records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing •111111 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 September 6, 2016 TO: Anthony Garganese FROM: John A. Pekar, PE SUBJECT: Oak Lane Property Surveys (123 & 127) In reviewing the two boundary surveys for the properties (123 & 127) of Oak Lane, I note the following: Walker Land Surveying Reliable Survey Common Side Lot Distance 128.50 128.50 Bearing of Common Line S 00° 54' 29" E N 03° 26' 57" E • Both surveys tie the common lot line to the same 5/8" IRC (iron rod), but have different bearings between the rods. • The bearing of Oak Lane south line in the front of the two properties is the same (S 89° 38' 33" E). I did not check Brevard County record books as referenced in the surveyor's descriptions, as it appears we have a bearing angle problem. Finally, Walker's survey may have the north/west labels incorrect for the south boundary line of Lot 127 (should be south/east). Sincerely, John A. Pekar, P.E. JAP:rmf 9/1/2016 David Dickey, On August 25 John Deleo said the City of Cape Canaveral defines a reasonable amount of time to answer a question is 5 to 7 days. You agreed and said you would answer the 9 questions I submitted to you on August 24. It has now been 9 days without a response from you. Mr. Dickey 1) Did all members of last night's Board of Adjustment receive copies of all 3 of the certified letters I sent to: Community Development Department, 110 Polk Avenue, P.O. Box 326, Cape Canaveral prior to the hearing? 2) The owner of 123 Oak Lane, Tim Turner, and myself, Bernard Lennon, 126 Oak Lane, both followed your instruction to stop Patrick T. Lee's LLC from taking our property with a faulty survey. Why was Tim Turner granted a hearing to stop encroachment by Patrick T. Lee and I was denied a hearing? 3) What is required by me to be granted a public hearing on 127 Oak Lane violation of Section 110- 297{a)(l), City Code? 4) Do I have a method to appeal your decision to ignore the signed/sealed surveys submitted by 123 Oak Lane, myself, and the one used by the City to locate the current right-of-way markers, when you instead choose to use the survey submitted by Patrick T. Lee that has been proven to be wrong? S) Why are the current Right of Way markers on Oak Lane not being used? 6) What is the name of the surveyor who installed the original right-of-way markers and what is the name of the surveyor being used to relocate the right-of-way markers to match Patrick T. Lee's faulty survey? 7) You mentioned that a hearing is required to move the right-of-way of Oak Lane . Will I be notified of the date and time of the hearing at least 30 days in advance to prepare a defense? 8) Since you insist on relocating everyone's property line 12 feet north, what is required by me to remove the fence located between my property and Sea Spray Town homes and move it 12 feet north? 9) Since you have not yet determined where you are going to locate the new right-of-way, will you be issuing a Certificate of Occupancy to 127 Oak Lane prior to completing the preliminary engineering work to relocate Oak lane? A signed copy of this email has been sent certified (7015 0640 00041075 1922) to: David Green City Manager, 105 Polk Avenue, Cape Canaveral, Florida 32920 Bernard Lennon 126 Oak Lane Cape Canaveral Abc777@cfl.rr.com John Pekar From: Sent: To: Subject: Jeff Ratliff [J .Ratliff@cityofcapecanaveral.org] Wednesday, May 18, 2016 7:57 AM johnpekarpe@gmail.com FW: Corruption in the city of Cape Canaveral J cff Ratliff Depury DiRdor, Public \\Ub ScMces j,ratli~i1y9fcaj>SC8Jta\lcral or.g 3:21-868-12-40 x404 321-868-1233,,fzr 1()j PoikAYeDUC. P.O. Box 326 0pe Caoawnl. FL 32920 Wff'K•.cityofc:ap~c:ana,-eral.org Launch your connection ... From: Bernie [mailto:abc777@cfl.rr.com] Sent: Tuesday, May 17, 2016 5:57 PM To: David Greene <D.Greene@cityofcapecanaveral.org> Cc: Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>; Mia Goforth <M.Goforth@cityofcapecanaveral.org>; Daniel Lefever <D.LeFever@cityofcapecanaveral.org>; John Deleo <J.Deleo@cityofcapecanaveral.org>; Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>; Joan Gapud <J .Gapud@cityofcapecanaveral.org>; Ngan Pham <N .Pham@cityofcapecanaveral.org>; David Dickey <D.Dickey@cityofcapecanaveral.org>; Michael German <M.German@cityofcapecanaveral.org>; Patrice Huffman <P.Huffman@cityofcapecanaveral.org>; Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>; Molly Thomas <M.Thomas@cityofcapecanaveral.org>; Andrea Binney <A.Binney@cityofcapecanaveral.org>; sj.covell@cityofcapecanaveral.org; Susanna Stenger <S.Stenger@cityofcapecanaveral.org>; Todd Morley <T.Morley@cityofcapecanaveral.org>; Jane Ross <J.Ross@cityofcapecanaveral.org>; Joyce Muse <J.Muse@cityofcapecanaveral.org>; Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>; Mary Finneran <M.Finneran@cityofcapecanaveral.org>; Ed Lawson <E.Lawson@cityofcapecanaveral.org>; Mike Brown <M.Brown@cityofcapecanaveral.o.rg>; Brendan McMillin <B.McMillin@cityofcapecanaveral.org>; John Bond <J.Bond@cityofcapecanaveral.org>; Betty Walsh <B.Walsh@cityofcapecanaveral.org>; Bob Hoog <B.Hoog@cityofcapecanaveral.org>; moneymama123@yahoo.com; moealdenj@bellsouth.net; jaltruda@aol.com; mamarernst@hotmail.com; efcr1200l@yahoo.com; Michael German <M.German@cityofcapecanaveral.org>; Joe Maciejko <J.Maciejko@cityofcapecanaveral.org>; Richard Mihalich <R.Mihalich@cityofcapecanaveral.org>; Duree Alexander <D.Alexander@cityofcapecanaveral.org>; Brian Palmer <B.Palmer@cityofcapecanaveral.org>; Cynthia Gregson <C.Gregson@cityofcapecanaveral.org>; Karen Hutchinson <K.Hutchinson@cityofcapecanaveral.org> Subject: Corruption in the city of Cape Canaveral 5/17/2016 David Greene, City Manager of Cape Canaveral Florida: 1 I was given an assurance that the City of Cape Canaveral would not issue any more Certificates of Occupancy to the housing development "Sheropa LLC." until the surveying error is resolved. The Certificate of Occupancy is an assurance that all codes and laws are in compliance, the impact fees have been paid, there are no safety issues and the property borders are located correctly. Patrick T. Lee is a former Mayor of Cape Canaveral (1985-1988). Bob Hoag, who is the current Mayor of Cape Canaveral, and was also the Vice Mayor to Patrick T. Lee. During this time frame, Patrick T. Lee was convicted and sentenced to almost 6 years in federal prison for fraud. Patrick T. Lee currently owns the company "Sheropa LLC." that is building homes for resale on Oak Lane in Cape Canaveral. My home is also located on Oak Lane . I first met Patrick Lee and Ronald Abeles (a partner in Sheropa LCC) about a year and a half ago when they were in front of my home planning their development. Patrick Lee was commenting how this development would not have been possible had they not been exempted from the $80,000.00 impact fees. A few months go by and surveying markers were placed in an odd place on Oak Lane . A few weeks later Harrack Trucking and Clearing arrived and threw 5 car tires onto my property. I threw the tires back to Sheropa property. This was followed by more debris and heavy equipment repairs being performed on my property. This lasted for weeks and created a big mess on my property so I brought It to the attention of Ronald Abeles. His angry response was he could not be th,eir 24 hours a day to watch over the subcontractors. After a few weeks of bringing this to the attention of everyone involved within the Sheropa LLC development, I turned to Duree Alexander, Code Enforcement Officer for the City of Cape Canaveral, for help. Duree Alexander could not say enough good things about Ronald Abeles. I explained to her my experience was not the same and I had exhausted all attempts to resolve this issue with Sheropa LLC. She insisted on having Ronald Abeles contact me to resolve this. That night while my family and I walked to the beach after dinner, Ronald Abeles tracked us down in his car and started screaming "you do not go to City Hall, you come to me, now repeat after me, you do not go to City Hall you come to me." He yelled this 2 or 3 more times and drove off. The next day I told Duree Alexander this story and once again she could not say enough good things about Ronald Abeles and that was the end of it. After the first heavy equipment repair job, broken parts were tossed onto my property and a very strong chemical smell lingered in the entire area for weeks. I went back to code enforcement with this new information. Duree Alexander said she would take care of it but she did nothing. Now another piece of heavy equipment broke down for a few weeks with the exact same results. Once again a strong chemical smell. After another visit with Duree explaining this second incident, she assured me she would take care of it. To this date Duree Alexander has done nothing to clean up this chemical spill by Harrack Trucking and Clearing on my property. Next Sheropa LLC. moved a large trash dumpster from their property onto my property and replaced a porta toilet with a special porta toilet with graffiti that said F*** YOU, intended to intimidate me, and placed it on my property. This is the only time I had results from Code Enforcement because a short while later Sheropa moved the dumpster back to their property and replaced the porta toilet with one that did not have graffiti on it. Sheropa LLC then installed forms to pour the cement pad for 139 Oak Lane. I immediately knew the house was located incorrectly. I was out with a 100-foot measuring tape when Patrick Lee arrived and asked what I was doing. I explained to him the error his surveyor had made. The next day Walker surveying arrived to recheck his work. When I approached him he had a temper tantrum, throwing tools and cursing me for not being trained in surveying and telling him how to do his job. After 5 minutes he concluded his work was accurate. The next day I was outside with the 100-foot measuring tape again when Patrick Lee arrived. He told me I need to find another hobby and quit bothering him with the survey. Patrick Lee then told me his ocean front home has an extra 10 feet, his justification for ignoring this survey error. At that time Patrick Lee was not aware that 300 feet from where we were standing next to the Circle K is a surveying monument that has been successfully used to locate all the local improvements for years. The previous owner of 123 Oak Lane hammered a rebar into the ground about 12 feet inside the public right-a-way of Oak Lane. This may be the error that snowballed into the problem Sheropa LLC now has. I went to the Cape Canaveral building department informing them about the surveying error and all the other problems. I was assured by the building department they would not allow Sheropa to get away with the surveying error and they 2 would deal with the other problems. The next day cement trucks arrived to pour the pad for 139 Oak Lane. It was obvious the pad was at street level, not 3 feet above like the City of Cape Canaveral insisted my home be built in 2009. This concerned me because I have seen 6 inches of standing water at that location after a rain. Things went from bad to worse! Someone ordered a city drainage canal a far distance from home to be cleaned out and transported that debris onto my property at 126 Oak Lane. SIX TRACTOR TRAILER LOADS OF DEBRIS DUMPED ONTO MY PROPERTY!!!! Was it to intimidate me? Most likely! Was the continued intrusion onto my property to teach me who was in control? Most likely! Did this have the added benefit of covering up the chemical spills form Harrack Trucking and clearing? Absolutely! Prior to this event, I had no idea of Patrick Lee's sordid past or him being a former Mayor of the city of Cape Canaveral. All attempts to find who ordered this dumping have been ignored. I can only assume that one or both of the Mayors are the only ones with enough authority to order this type of retaliation. For over a year, Sheropa LLC has created a major issue on Oak Lane averaging issues 1 to 2 times per week. And this is only me--other residents of Oak Lane are having the same problems with Sheropa LLC with the same results as myself. It has been a full time job for me to manage all the mess Sheropa LLC has created. It took two weeks of effort to have Sheropa LLC remove the two 35-foot palm trees that Harrack Trucking and Clearing slid under the vegetation on my property thinking I would not see it. Harrack Trucking and Clearing also hid the 5 car tires back on my property. There were drunken landscapers' beer bottles, homeless people, doors slamming all night for months on end because Sheropa LLC refused to put on door knobs, probably because they knew it kept me awake at nights. After many complaints to the City of Cape Canaveral, Michael German finally put in a request for Sheropa to install the door knobs. I asked the neighbors if they could hear the slamming. They thought it was months-long lightning storms. A paver brick driveway was installed at 135 Oak Lane. The next day I informed Duree Alexander about two wheelbarrow loads of broken paver brick that match the driveway at 135 that were dumped onto my property. Duree informed me I could not prove Sheropa LLC was responsible. Just after that incident I watched while Harrack Trucking and Clearing loaded a large excavator onto a trailer in front of 123 Oak Lane. Harrack Trucking and Clearing Crushed the utilities and gouged out the vegetation leaving huge ruts. I took pictures of the damage so Duree would have proof. Duree assured me this issue would be resolved. As of today no vegetation has grown back and the large ruts have eroded into a mini Grand Canyon. I brought all of the issues to the attention of the City of Cape Canaveral. With the exception of the door knobs and porta toilet, all were ignored. In fact, after the City dumped 6 loads of debris onto my property, they quit responding to me all together. This includes issues involving public safety, such as large trucks brushing against the power lines because Sheropa LLC displaced Oak Lane, and a large hole dug in the right-of-way by Sheropa LLC months ago that has no road barriers or lighting. This dangerous hole continues to get worse because it is 3 feet deep and 4 feet in diameter and weeds have grown to the same height as the road giving the illusion there is no hole. A pedestrian, bicycle or car could easily fall into the hole. Bob Hoog, the current Mayor of Cape Canaveral, made an unannounced visit to my home on 3/18/2016. He had an aggressive stance and refused to shake my hand, obviously trying to intimidate me. I suggested we examine the survey error. Mayor Hoag was very angry with this suggestion and he would not discuss the issue because, he said, his father built some of the first mobile home parks in Cape Canaveral without surveys and therefore surveys were useless to him. I told him I have a [property abstract] which is a collection of legal documents that chronicle transactions associated with my property along with a signed and sealed survey by a licensed surveyor in the state of Florida. He barked out "it doesn't mean a damn". To me it seems delusional for Mayor Bob Hoog to believe he and Patrick Lee can conspire together to take away a large portion of my property and get away with it. The extreme accuracy of GPS and modern measuring tools combined with quick access to documents makes it impossible to get this wrong. That's why I am now concerned with the liability for the residents of Cape Canaveral with this type of delusional thinking. I will get my property back but what kind of mess will the neighborhood be in? You believe and I quote "I don't want to conjecture what the findings will be or what may occur thereafter. However, I will reiterate that this more than likely will be a civil matter between private parties." I believe this is a criminal matter between the City of Cape Canaveral and the people of Cape Canaveral. I keep in touch with my neighbors who are having the same problems as myself involving this matter: large parcels of their property taken by Sheropa LLC, construction debris, property damage, safety issues. Talking with the neighbor at 123 Oak Lane, the city required him to pay for a survey of the Sheropa LLC development and if it proved Sheropa LLC 3 had taken his property, he was promised a stop work order would be initiated. Sheropa LLC has taken so much of his property with this incorrect survey that it no longer qualifies for R-1 zoning. The survey my neighbor was required to pay for was very expensive because it took two people months of research at the county courthouse and physically surveying as far away as Port Canaveral. I was told that after that amount of effort the survey was 100% accurate. It proves that all 4 homes Sheropa LLC has built are about 12 feet too far north, taking that amount away from my property, and about 12 feet too far east taking that away from 123 Oak Lane. Did the city place a stop work order? NO! You then required him to sign a contract making him financially responsible for another survey of your choosing and to commit to abide by the results! Apparently you were unable to find a surveyor who would side with the former mayor, Patrick Lee, so you scrapped that whole idea and determined the expensive survey was not valid and the former mayor Patrick Lee can take his property. Earlier you emailed me this quote: "My understanding is that the two surveyors are working through the discrepancy in the surveys and once they reach consensus will submit their findings. Please note that a Certificate of Occupancy will not be issued until this issue is resolved." I was told by neighbors that long before you sent me that email that you knew Sheropa LLC's surveyor had conceded he had made a mistake on the survey and refused to talk to anyone after that. The reason you sent that email was so Sheropa LLC could accelerate construction to 24 I 7. I am told that in itself is a code violation. One neighbor was harassed by a Sheropa LLC contractor at 11:00 p.m. on a Sunday night to open her garage door so they could plug in to the power because the noisy generator broke down. David Greene, as the City Manager of Cape Canaveral you have let this get so far out of control I don't know where to begin! It's unbelievable you ignore the very serious safety issues! We are fortunate no one has been injured or killed yet! The dangers need to be resolved IMMEDIATELY, before someone is injured or killed. Next the issues involving the homes that you have already given a Certificate of Occupancy need to be informed of the issues involving their homes. Sheropa needs to repair all the damage it is responsible for including the roadway, utilities, and private property. Then as a community we need to find a solution that everyone can agree to fix the damage caused by the Sheropa LLC. Bernie Lennon 126 Oak Lane Cape Canaveral, FL. 32920 Abc777@cfl.rr.com Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing 4 https://www.google.com/ma ps/place/Oa k + Ln, +Cape +Canaveral,+ FL+ 32920/@28.3989147, -80.6055246, 18. 7 lz/data = !4m5!3m4! ls0x88e0a64b8c5 568t'C? Chrome Web Ste "I ., Lefl~~-"(" " >II r Rom ::: O e I ••• 0~ ' \ ~ \p '13'~ ......-.~ ,0°' \11~ Ocean Garden ln \ ~ \ \ii\ Ae\I \..fl Ocea0 G"(u ,~~ Go gle OakLn l 'D ~ Circle K il Ocean Garden Ln g: <( g: <{ .!,! c ~ ::( 2 Harbor Heights (() zA Map data ~016 Google Terms Privacy Send feedback 1 oo ft • + ~ M Gmail John Pekar <johnpekarpe@gmail.com> 127 Oak Lane 1 message David Dickey <D.Dickey@cityofcapecanaveral.org> Tue, Aug 16, 2016 at 9:47 AM To: "cocoa beach 123@aol.com" <cocoabeach 123@aol.com> Cc: John Pekar <johnpekarpe@gmail.com>, Patrice Huffman <P.Huffman@cityofcapecanaveral.org> Hi John. I want to remind you that the proposed variance will impact the drainage plan for the property at 127 Oak Lane. Please work with John Pekar to reflect this change. Per the special exception, John will have to approve this change prior to a CO. Thanks. Dave P.S. The agenda for next Tuesday 's BOA meeting will go out today. Dm id Dickey Communil • D~1,relopmen1 Director d di ·kcr@.cir ·ofc;i 11.: ·am1\ •rnl.m~ 32 1· 6 ·1222 xll 321-86 -1247 m 110 Polk enue. P.O. Bo~ 26 ape au vcml. FL 32920 ww ·.dt;rofi·apecanai·cral.org Launch your connection ... Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing John Pekar From: Sent: David Dickey [D.Dickey@cityofcapecanaveral.org] Friday, August 19, 2016 11 :03 AM To: Joshua Surprenant; Alicia Spring Cc: Kim Kopp; John Pekar Subject: RE: Report a Concern (form) has been filled out on your site. Good morning Alicia . This is in response to your concern that the house at 127 Oak Lane does not meet minimum front yard setback requirements. The City received a signed/sealed survey as part of the building permit application for the property. According to the survey, the house is setback 25 feet from the Oak Lane right-of- way. Also, the revised survey prepared for next week's variance public hearing shows the house 25 feet from the right-of-way. This meets the City's minimum standard. The City Engineer is currently conducting preliminary engineering for the improvement of Oak Lane . One of the tasks leading up to this is to survey/identify the current City right-of-way to determine what, if any, additional right-of-way is needed for the proposed improvements . Property owners along Oak Lane will be informed as the project moves forward. Thanks. Dave Launch your connection ... -----Original Message----- From: Joshua Surprenant Sent: Thursday, August 18, 2016 5 :51 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Subject: FW: Report a Concern (form) has been filled out on your site. Report a concern. -----Original Message----- From: Please Do Not Click Reply [mailto:support@govoffice.com] Sent: Thursday, August 18, 2016 4 :20 PM To: Joshua Surprenant <J.Surprenant@cityofcapecanaveral.org> Subject: Report a Concern (form) has been filled out on your site. Your Site has received new information through a form . Form: Report a Concern Site URL: www.cityofcapecanaveral.org Name: Alicia Spring Email: asrapp@aol.com Phone Number: (321)544-3316 What is your concern?: A variance hearing has been set for the property at 127 Oak Lane. The hearing is in regard to a four-foot variance request on the east survey line. The north survey line, however, is also incorrect and is not included in the variance request. How do I make a request that the City of Cape Canaveral hold a hearing on that survey line as well? This is especially important as I am told that engineering plans are being pursued to improve the road, and the house at 127 Oak Lane extends into the right-of-way. I fear this will impact my property across the road, 120 and 122 Oak Lane. Thank you. 1 Gmail Re: Oak Lane Survey 1 message John Pekar <johnpekarpe@gmail.com> John Pekar <johnpekarpe@gmail.com> Tue, Sep 6, 2016 at 12:36 PM To: "Anthony A. Garganese" <agarganese@orlandolaw.net>, David Dickey <D.Dickey@cityofcapecanaveral.org> Please see the attached. John A. Pekar, PE On Fri , Sep 2, 2016 at 10:00 AM , Anthony A. Garganese <agarganese@orlandolaw.net> wrote: John, Per our discussion this morning, can you or the surveyor in your office review these two surveys and confirm my observation that both surveys (Walker and Riehl Reliable) reflect the same south bearing line for the Oak Lane ROW. As you aware, the City has an individual, Bernie Lennon, who seems to be implying, at the very least, that the Riehl Reliable survey more accurately describes the location of Oak Lane. To me, both surveys indicate the same south bearing line for Oak Lane. In addition, are any of the old ROW markers for Oak Lane depicted on these surveys? Thanks for your help. Anthony PS Please disregard the yellow highlights . Those were made when we were trying to ascertain the difference in the side lot boundary that was also at issue regarding the variance request. Anthony A Garganese, Esquire Board Certified City, County & Local Government Law Garganese, Weiss & D' Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, Florida 32801 P.O. Box 2873 (32802-2873) Phone(407)425-9566 Fax (407) 425-9596 Cocoa (866) 425-9566 Website: www.orlandolaw.net Email: agarganese@orlandolaw.net Any incoming e -mail reply to this communication will be electronically fil tered for "spam" and/or "viruses ." That filtering process may result in such reply bei ng quarantined (i .e ., potentially not received at our site at all) and/or delayed in reaching us . For that reason, we may not receive your reply and/or we may not receive it in a timely manner. Accordingly, you should consider sending communications to us which are particularly important or time-sensitive by means other than e -mail . Confidentiality Note: This e -mail, and any attachment to it, contains privileged and confidential information intended only for the use of the individual(s) or entity named on the e -mail . If the reader of this e -mail is not the intended recipient , or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that reading it is strictly prohibited. If you have received this e -mail in error, please immediately return it to the sender and delete it from your system . Thank you . John A. Pekar, PE Managing Member John A. Pekar, PE, LLC 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 (321) 613-2959 ofc (321) 288-1040 cell johnpekarpe@gmail.com Vj m-Garganese 09-06-16.pdf 250K M Gmail FW: Oak Lane Survey 1 message David Dickey <D.Dickey@cityofcapecanaveral.org> To: John Pekar <johnpekarpe@gmail.com> Cc: Roni Flowe <roniflowe@gmail.com> John -see below. Can you respond ASAP? David Dickey Communil r Developmenl DirecloI cl di ·kc_r@.c11yofca1ic ·;i11a~ nil.01, 321· 6 -122211:11 321· M-1247 ar l IO Polk ~·enne. P.O. Be>x 326 11pe auaveml, FL 2920 .,,,~. '.cif)·uf1.."t1pecat1a ·era/.o,. • Launch your connection ... 0 From: Anthony A. Garganese [mailto:agarganese@orlandolaw.net] Sent: Tuesday, September 06, 2016 11:02 AM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Subject: Re: Oak Lane Survey John Pekar <johnpekarpe@gmail.com> Tue, Sep 6, 2016 at 11:37 AM I'm waiting for Pekar to answer my survey question in my email last week. I believe I copied you. I'm in mediation this morning. Can you follow up with him and I will call this afternoon. Thanks. Sent iPhone (please excuse errors) On Sep 6, 2016, at 8:56 AM, David Dickey <D.Dickey@cityofcapecanaveral.org> wrote: Good morning Anthony! Hope you had a nice weekend. DO you anticipate completing the response to Bernie today? Is there anything I need to be doing? Dave <image001.png> Launch yourconnection ... <image003.png><image004.png><image005.png><image006.png> From: Anthony A. Garganese [mailto:agarganese@orlandolaw.net] Sent: Friday, September 02, 2016 10:01 AM To: David Dickey <D.Dickey@cityofcapecanaveral.org>; David Greene <D.Greene@cityofcapecanaveral. org> Subject: FW: Oak Lane Survey Importance: High FYI <image007.jpg> Anthony A Garganese, Esquire Board Certified City, County & Local Government Law Garganese, Weiss & D' Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, Florida 32801 P.O. Box 2873 (32802-2873) Phone (407) 425-9566 Fax (407) 425-9596 Cocoa (866) 425-9566 Website: www.orlandolaw.net Email: agarganese@orlandolaw.net Any incoming e-mail reply to this communication will be electronically filtered for "spam" and/or "viruses." That filtering process may result in such reply being quarantined (i.e., potentially not received at our site at all) and/or delayed in reaching us. For that reason, we may not receive your reply and/or we may not receive it in a timely manner. Accordingly, you should consider sending communications to us which are particularly important or time-sensitive by means other than e-mail. Confidentiality Note: This e-mail, and any attachment to it, contains privileged and confidential information intended only for the use of the individual(s) or entity named on the e-mail. If the reader of this e-mail is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that reading it is strictly prohibited. If you have received this e-mail in error, please immediately return it to the sender and delete it from your system. Thank you. From: Anthony A. Garganese Sent: Friday, September 02, 2016 10:08 AM To: John Pekar Qohnpekarpe@gmail.com) Subject: Oak Lane Survey Importance: High John, Per our discussion this morning, can you or the surveyor in your office review these two surveys and confirm my observation that both surveys (Walker and Riehl Reliable) reflect the same south bearing line for the Oak Lane ROW. • As you aware, the City has an individual, Bernie Lennon, who seems to be implying, at the very least, that the Riehl Reliable survey more accurately describes the location of Oak Lane. To me, both surveys indicate the same south bearing line for Oak Lane. In addition, are any of the old ROW markers for Oak Lane depicted on these surveys? Thanks for your help. Anthony PS Please disregard the yellow highlights. Those were made when we were trying to ascertain the difference in the side lot boundary that was also at issue regarding the variance request. <image007.jpg> Anthony A Garganese, Esquire Board Certified City, County & Local Government Law Garganese, Weiss & D' Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, Florida 32801 P.O. Box 2873 (32802-2873) Phone (407) 425-9566 Fax (407) 425-9596 Cocoa (866) 425-9566 Website: www.orlandolaw.net Email: agarganese@orlandolaw.net Any incoming e-mail reply to this communication will be electronically filtered for "spam" and/or "viruses." That filtering process may result in such reply being quarantined (i.e., potentially not received at our site at all) and/or delayed in reaching us. For that reason, we may not receive your reply and/or we may not receive it in a timely manner. Accordingly, you should consider sending communications to us which are particularly important or time-sensitive by means other than e-mail. Confidentiality Note: This e-mail, and any attachment to it, contains privileged and confidential information intended only for the use of the individual(s) or entity named on the e-mail. If the reader of this e-mail is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that reading it is strictly prohibited. If you have received this e-mail in error, please immediately return it to the sender and delete it from your system. Thank you. Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Gmail John Pekar <johnpekarpe@gmail.com> 127 Oak Ln 1 message Patrice Huffman <P.Huffman@cityofcapecanaveral.org> Tue, Sep 6, 2016 at 11 :11 AM To: Michael German <M.German@cityofcapecanaveral.org>, David Dickey <D.Dickey@cityofcapecanaveral.org> Cc: John Pekar <johnpekarpe@gmail.com> Good morning. The Escrow Acct. for the above project is in the "red" for $137.50, at this point, due to Invoice #2016-34. That being said: Dave, OK to contact for additional funds? John, do you feel you will have additional visits, etc., and if so, please give me some type of projection so I will know what additional fees to charge? Mike, any input? Thanks everyone! u lm: n Launch your connection ..... . Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing J j J( 1 I I I 'j, -------"'l~l --'L....,,> ....... --~---------------~----------______;; .,..__ ------"---___...'---__ ___,;;., __ __;;_......___:.__..___ _____ --,,..----=-----------------< z' M Gmail Public Records Requests 1 message John Pekar <johnpekarpe@gmail.com> Mia Goforth <M .Goforth@cityofcapecanaveral.org> Mon, Oct 17, 2016 at 4:14 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org>, Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>, "johnpekarpe@gmail.com" <johnpekarpe@gmail.com> Cc: "roniflowe@gmail.com" <roniflowe@gmail.com> All, When you have a moment, please call or come by the CCO so I can go over where we're at on some of these requests. Thank you. Mia Launch your connection ... Mia Goforth, CMC City Clerk m. goforth@cityofcapecanaveral.org 321 -868-1220 Ext 220 321-868-1248/ax 105 Polk Avenue. P.O. Box 326 Cape Canaveral, FL 32920 www.cityofcapecanaveral.org Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Gmail John Pekar <johnpekarpe@gmail.com> RE: PUBLIC NOTICE -Variance Request No. 16-02 -APPEAL -REMINDER 1 message Bernie <abc777@cfl.rr.com> Fri, Oct 14, 2016 at 1 :40 PM To: Mia Goforth <M.Goforth@cityofcapecanaveral.org>, Kathryn Seidel <kathryn.l.seidel@gmail.com>, terrilynbowman@yahoo.com, Alicia Spring <asrapp@aol.com>, Alden Moe <moealdenj@bellsouth.net>, Andrea Binney <A.Binney@cityofcapecanaveral.org>, Andrew Serafin <aserafin@me.com>, Angela Raymond <angray8@aol.com>, Arva Eilau <arvoeilau@aol.com>, "Barry S." <bschoenholz@gmail.com>, Betty Walsh <B.Walsh@cityofcapecanaveral.org>, Bob Hoag <B.Hoog@cityofcapecanaveral.org>, Bob Nienstadt <bnienstadt@cfl.rr.com>, Brenda Surprenant <B .Surprenant@cityofcapecanaveral.org>, Brendan McMillin <B .McMillin@cityofcapecanaveral.org>, Brian Palmer <B.Palmer@cityofcapecanaveral.org>, "C. S. Roberts" <csroberts@cfl.rr.com>, Carol Baggett <C.Baggett@cityofcapecanaveral.org>, Casey Bosse <C.Bosse@cityofcapecanaveral.org>, Charles Hartley <chartley@cfl.rr.com>, Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>, Chris Cloney <ccc@cloney.com>, Chuck Cordero <C.Cordero@cityofcapecanaveral.org>, Craig Kittleson <kit737@cfl.rr.com>, Daniel LeFever <D.LeFever@cityofcapecanaveral.org>, David Dickey <D.Dickey@cityofcapecanaveral.org>, David Greene <D.Greene@cityofcapecanaveral.org>, Desmond Wassell <desann24@msn.com>, Donna Murray <dmurray@brev.org>, Douglas Raymond <doug7048@inbox.com>, Duree Alexander <D.Alexander@cityofcapecanaveral.org>, Ed Lawson <E.Lawson@cityofcapecanaveral.org>, Eric Bleich <E.Bleich@cityofcapecanaveral.org>, Evan Weisfeldt <evanfla@gmail.com>, Freddie Hawkins <F.Hawkins@cityofcapecanaveral.org>, Gene Petre <gcpetre@aol.com>, George Sweetman <pattygirt201 O@live.com>, Ginger Wright <G.Wright@cityofcapecanaveral.org>, Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>, Harry Pearson <harrymp@cfl.rr.com>, Ian Anderson <I .Anderson@cityofcapecanaveral.org>, Israel Huron <I. Huron@cityofcapecanaveral.org>, Jalinda Coudriet <jgnwc@aol.com>, James Massoni <jim.massoni@floridabeer.com>, Jane Ross <J.Ross@cityofcapecanaveral.org>, Jean Deck <jaltruda@aol.com>, Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>, jhale75@cfl.rr.com, Joan Gapud <J.Gapud@cityofcapecanaveral.org>, Joe Elliott <joe.elliott1001@gmail.com>, Joe Maciejko <J.Maciejko@cityofcapecanaveral.org>, John Bond <J.Bond@cityofcapecanaveral.org>, John Dattilo <dattilo321@aol.com>, John Deleo <J.Deleo@cityofcapecanaveral.org>, John Fowler <J.Fowler@cityofcapecanaveral.org>, John Price <jmp58@ymail.com>, Jonathan Puleo <j.puleo@cityofcapecanaveral.org>, Joseph Covell <J.Covell@cityofcapecanaveral.org>, Joseph Tichich <TichichJ@gmail.com>, Josesph Mathos <jmath113@aol.com>, Joshua Surprenant <J.Surprenant@cityofcapecanaveral.org>, June Clark <J.Clark@cityofcapecanaveral.org>, Karen Hutchinson <K.Hutchinson@cityofcapecanaveral.org>, Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>, Kimla Mansfield <K.Mansfield@cityofcapecanaveral.org>, "L. Russell" <famruss376@cfl.rr.com>, Linda Brown <ibboiler@hotmail.com>, Lisa Olzewski <lolzewski@brev.org>, Marilyn Nicholas <moneymama123@yahoo.com>, "Marlene W." <martenewoodside@cfl.rr.com>, Mary Ernst <mamorernst@hotmail.com>, Mary Finneran <M.Finneran@cityofcapecanaveral.org>, Mary Jane Binney <M.Binney@cityofcapecanaveral.org>, Maureen Michel <moatthebeach@cfl.rr.com>, Melanie Evans <evansmrmj@aol.com>, Mike Brown <M.Brown@cityofcapecanaveral.org>, Michael German <M .German@cityofcapecanaveral.org>, Mickie Kellum <mmkellum@hotmail.com>, MJ Tichich <mjtichich@gmail.com>, Molly Thomas <M.Thomas@cityofcapecanaveral.org>, Ngan Pham <N.Pham@cityofcapecanaveral.org>, Omar Capellan <omar.capellan@gmail.com>, Patrice Huffman <P.Huffman@cityofcapecanaveral.org>, Patricia Roth <P.Roth@cityofcapecanaveral.org>, Paul Prince <p.prince@cityofcapecanaveral.org>, Ralph Lotspeich <R.Lotspeich@cityofcapecanaveral.org>, Randy Wasserman <randall.c.wasserman@nasa.gov>, Richard Berardelli <R.Berardelli@cityofcapecanaveral.org>, Richard Mihalich <R.Mihalich@cityofcapecanaveral.org>, "Ronald B. Friedman" <rfriedman999@bellsouth.net>, Sandra Lanham <slanham@cfl.rr.com>, Shawn Jordan <S.Jordan@cityofcapecanaveral.org>, Steven Dayhoff <S.Dayhoff@cityofcapecanaveral.org>, Thomas Quinn <qandw1@aol.com>, Tim Carlisle <T.Cartisle@cityofcapecanaveral.org>, Tim Davis <T.Davis@cityofcapecanaveral.org>, Todd Morley <T.Morley@cityofcapecanaveral.org>, Tom DiEulio <T.DiEulio@cityofcapecanaveral.org>, Tracy Braley <tbraley@ccvfd.org>, Vicki Price <vprice4JP@gmail.com>, "Walter P. Godfrey Jr." <wgodfrey@fireexpert.com>, William Budesa <billybud48@aol.com>, Alan Moros <alan.moros@bcso.us>, "Albert Franks, Jr." <ajfranks@cfl.rr.com>, Amy Moody <amy.moody@bcso.us>, AndreaMarine <andreamarine@yahoo.com>, Anthony Garganese <agarganese@orlandolaw.net>, Arlyn DeBlauw <gonecoastal03@gmail.com>, Art Spurrell <artspurrell@gmail.com>, Bart Gaetjens <bart.gaetjens@fpl.com>, bashore4@hotmail.com, Betti Cogswell <chinmom@pobox.com>, Biz & Lynn Mars <bizlynnmars@yahoo.com>, Brenda Surprenant <brenda.defoe@gmail.com>, Bridget Minnick <bridget.minnick@brevardcounty.us>, Buzz Petsos <buzzpetsos@earthlink.net>, cityclerk@cityofcocoabeach.com, citymanager@cityofcocoabeach.com, "D. Dettra" <ddettro@aol.com>, Dave Sargeant <dsargeant@ccvfd.org>, David Schirtzinger <dschirtzinger@yahoo.com>, Dawn Mays <DMays@calloneonline.com>, Debra Huetter <dbh3313@aol.com>, derrol.nail@gmail.com, Dewitt <ladavd@aol.com>, Diane Denig <ddenig@portcanaveral.com>, Dianne Fellows <realty2000one@aol.com>, Don Haynes <donhaynesdevelopment@yahoo.com>, Don Willis <don.willis@porterwillis.com>, Donald Williams <dwms111ogl@aol.com>, Donna <receptionist@cocoabeachsurf.com>, Earl McMillin <emcmillinjd@yahoo.com>, Eric Braga <ucf@lightrealtyco.com>, Helen Franta <helen.franta@myfloridahouse.gov>, HOA Don&Donna Gunsalus <donnawho05@bellsouth.net>, Jay Petty <jpetty831@aol.com>, John Cunningham <jcunningham@ccvfd.org>, jenlandy@yahoo.com, Jerry Hume <Jerry.Hume@mynews13.com>, John Anderson <johnandersoniesc@yahoo.com>, John Grandlich <john.grandlich@zilber.com>, John Porter <johnp@porterworldtrade.com>, johnpekarpe@gmail.com, johnrflorido@gmail.com, Joshua Surprenant <jsurpre@gmail.com>, "Joyce H." <AlarmAgent@aol.com>, Julio Gonzales <sowlegonzales@hotmail.com>, kaldi96@yahoo.com, Kurt Easton <kurteaston.urbannetworks@gmail.com>, kyleinfla@gmail.com, lagilbert <lagilbert@cfl.rr.com>, leah.selig@space321.com, Leo Porter <leoporter@att.net>, Lisa Hickman <lisa.hickman@brevardcounty.us>, Liz Alward <liz.alward@brevardcounty.us>, Lynn Lindeman <Lyn.Lindeman@gmail.com>, Mark Buddenhagen <markbuddenhagen@yahoo.com>, Mark Hillman <mark.hillman@fpl.com>, mbm113@aol.com , Melanie Bradford <mbradford@portcanaveral.com>, Melinda Jester <w2techmj@gmail.com>, Michou King <monarde50@yahoo.ca>, mikepharmd@gmail.com, Nancy Flickinger <Nancy.Flickinger@fpl.com>, "Neale, Rick" <rneale@floridatoday.com>, Norman Moody <nmoody@floridatoday.com>, Paula Willis <paula.willis@porterwillis.com>, Ray Osborne <rko153@gmail.com>, Rebecca Rowe <basecampoutlet@aol.com>, Richard Fischer <richard.fischer1 O@gmail.com>, rizrahman1@gmail.com , Rocky Randels <rockyrandels1@gmail.com>, Rosalie Wolf <rowo32920@yahoo.com>, rwillcc@gmail.com, Sandra Morales <sunnisandi6@aol.com>, Sharon Pribil <spribil@brev.org>, Stephanie Agtmaal <smartsolutionsbystephanie@gmail.com>, Stephen Jarvis <duffer29@cfl.rr.com>, Steve Monroe <stevem@meconstruction.com>, Steve Nelson <panama35@cfl.rr.com>, Suzanne Elliott <fitsuzanne@yahoo.com>, "t.kramer'' <tkramer2009@hotmail.com>, thepatiomotel@att.net, tpesti k@gmail.com, Tracey Wehking <twehki ng@brev.org>, w _ h _ allen@usa.net Mia The required 500 foot radius notices a minimum of 14 days in advance of the October 24 2016 hearing has not been completed. Please see the following 2 emails. 9/23/2016 Good afternoon Mr. Lennon, Before we move forward, we need to confirm that you will be able to attend the Public Hearing on October 24th_ Our City's Zoning Department is prepared and ready to send out the required 500 foot radius notices of the hearing and post the affected property as soon as we have confirmation from all parties, including yourself. We already have confirmation from the variance applicant and the hearing officer. Additionally, certified notices of the hearing will be sent to you, the variance applicant, and the hearing officer. It should be noted that the requirement for such a notice, per City Code (quoted below), is 14 calendar days. (This is above and beyond the State requ irement of 7 calendar days.) "Sec. 110-28. -Due process; special notice requirements. (a) All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be heard, present evidence, cross-examine witnesses, and be represented by a duly authorized representative. (b) In addition to any notice requirements provided by state law, all public hearings under this article shall be publicly noticed for at least 14 calendar days prior to the date of the hearing. Said notice shall include the address of the subject property, matter to be considered and the time, date and place of the hearing. The city shall post notice of public hearings in the following manner: (1 ) Posting the affected property. (2) Posting at city hall and on the city's official webs ite. (3) Notifying all owners of real property (including homeowner's and condominium associations) adjacent to and within 500 feet of the subject property. All notices required by this subparagraph may be sent by regular mail except that public hearings related to applications for rezoning shall be sent by certified mail, return receipt requested. Further, unless otherwise provided by law, notices required by this subsection shall only be mailed for the first public hearing before the first board required to hear an application under this article. Subsequent hearings on the same application shall not be required to be noticed by this subsection. Applicants shall be solely responsible for the costs incurred for notification under this subparagraph. (4) Notifying, by certified mail, the owner(s) of the subject property for which the application is being made. The notice requirements set forth in subsections (1 ), (2), and (3) above are hereby deemed to be courtesy notices. The failure to provide such courtesy notices shall not be a basis of appealing any decision made under this chapter." The City is planning to meet the 14 calendar day notice requirement with plenty of time to spare. Hope to hear back from you soon. Thank you. 9/26/2016 Good morning Mr. Lennon, Daniel LeFever Deputy City Clerk D.LeFever@cityofcapecanaveral.org 321-868-1220 Ext 221 321-868-1248/ax 105 Polk Avenue. P.O. Box 326 Cape Canaveral, FL 32920 www.CityofCapeCanaveral.org This email confirms that the City of Cape Canaveral will be holding the Public Hearing to consider the Appeal to Variance No. 2016-02 and make recommendations to the City Council on Monday, October 24th at 4:30pm in the Cape Canaveral Library Meeting Room. The proper notices are being sent out today per City Code Sec. 110-28 -Due process; special notice requirements. If you need anything additional, please let us know. Thank you. Mia Mia Goforth, CMC City Clerk m.goforth@cityofcapecanaveral.org 321 -868-1 220 Ext 220 321 -868-1248/ax 105 Polk Avenue. P.O . Box 326 Cape Canaveral, FL 32920 www.cityofcapecanaveral.org From: Mia Goforth [mailto:M.Goforth@cityofcapecanaveral.org] Sent: Friday, October 14, 2016 1:00 PM To: Bernie <abc777@cfl.rr.com>; Kathryn Seidel <kathryn.l.seidel@gmail.com>; terrilynbowman@yahoo.com; Alicia Spring <asrapp@aol.com>; Alden Moe <moealdenj@bellsouth.net>; Andrea Binney <A.Binney@cityofcapecanaveral. org>; Andrew Serafin <aserafin@me.com>; Angela Raymond <angray8@aol.com>; Arvo Eilau (arvoeilau@aol.com) <arvoeilau@aol.com>; Barry S. <bschoenholz@gmail.com>; Betty Walsh <B.Walsh@cityofcapecanaveral.org>; Bob Hoog <B.Hoog@cityofcapecanaveral.org>; Bob Nienstadt <bnienstadt@cfl.rr.com>; Brenda Surprenant <B.Surprenant@ cityofcapecanaveral.org>; Brendan McMillin <B.McMillin@cityofcapecanaveral.org>; Brian Palmer <B.Palmer@cityofcapecanaveral.org>; C. S. Roberts <csroberts@cfl.rr.com>; Carol Baggett <C.Baggett@ cityofcapecanaveral.org>; Casey Bosse <C.Bosse@cityofcapecanaveral.org>; Charles Hartley <chartley@cfl.rr.com>; Cheryl Puleo <C.Puleo@cityofcapecanaveral.org>; Chris Cloney <ccc@cloney.com>; Chuck Cordero <C.Cordero@ cityofcapecanaveral.org>; Craig Kittleson <kit737@cfl.rr.com>; Daniel LeFever <D.LeFever@cityofcapecanaveral.org>; David Dickey <D.Dickey@cityofcapecanaveral.org>; David Greene <D.Greene@cityofcapecanaveral.org>; Desmond Wassell <desann24@msn.com>; Donna Murray <dmurray@brev.org>; Douglas Raymond (doug7048@inbox.com) <doug7048@inbox.com>; Duree Alexander <D.Alexander@cityofcapecanaveral.org>; Ed Lawson <E.Lawson@cityofcapecanaveral.org>; Eric Bleich <E.Bleich@cityofcapecanaveral.org>; Evan Weisfeldt <evanfla@gmail.com>; Freddie Hawkins <F.Hawkins@cityofcapecanaveral.org>; Gene Petre <gcpetre@aol.com>; George Sweetman (pattygirl2010@live.com) <pattygirl2010@live.com>; Ginger Wright <G.Wright@cityofcapecanaveral. org>; Gustavo Vergara <G.Vergara@cityofcapecanaveral.org>; Harry Pearson <harrymp@cfl.rr.com>; Ian Anderson <l.Anderson@cityofcapecanaveral.org>; Israel Huron <l.Huron@cityofcapecanaveral.org>; Jalinda Coudriet <jgnwc@aol.com>; James Massoni <jim.massoni@floridabeer.com>; Jane Ross <J.Ross@cityofcapecanaveral.org>; Jean Deck <jaltruda@aol.com>; Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org>; jhale75@cfl.rr.com ; Joan Gapud <J.Gapud@cityofcapecanaveral.org>; Joe Elliott <joe.elliott1001@gmail.com>; Joe Maciejko <J.Maciejko@ cityofcapecanaveral.org>; John Bond <J.Bond@cityofcapecanaveral.org>; John Dattilo <dattilo321@aol.com>; John Deleo <J.Deleo@cityofcapecanaveral.org>; John Fowler <J.Fowler@cityofcapecanaveral.org>; John Price <jmp58@ymail.com>; Jonathan Puleo <j.puleo@cityofcapecanaveral.org>; Joseph Covell <J.Covell@cityofcapecanaveral.org>; Joseph Tichich <TichichJ@gmail.com>; Josesph Mathos <jmath113@aol.com>; Joshua Surprenant <J.Surprenant@cityofcapecanaveral.org>; June Clark <J.Clark@cityofcapecanaveral.org>; Karen Hutchinson <K.Hutchinson@cityofcapecanaveral.org>; Kim Mcintire <K.Mclntire@cityofcapecanaveral.org>; Kimla Mansfield <K.Mansfield@cityofcapecanaveral.org>; L. Russell (famruss376@cfl.rr.com ) <famruss376@cfl.rr.com>; Linda Brown <ibboiler@hotmail.com>; Lisa Olzewski <lolzewski@brev.org>; Marilyn Nicholas <moneymama123@yahoo.com>; Marlene W.<marlenewoodside@cfl.rr.com>; Mary Ernst <mamorernst@hotmail.com>; Mary Finneran <M.Finneran@cityofcapecanaveral.org>; Mary Jane Binney <M.Binney@cityofcapecanaveral.org>; Maureen Michel <moatthebeach@cfl.rr.com>; Melanie Evans <evansmrmj@aol.com>; Mia Goforth <M.Goforth@ cityofcapecanaveral.org>; Mike Brown <M.Brown@cityofcapecanaveral.org>; Michael German <M.German@cityofcapecanaveral.org>; Mickie Kellum <mmkellum@hotmail.com>; MJ Tichich <mjtichich@gmail.com>; Molly Thomas <M.Thomas@cityofcapecanaveral.org>; Ngan Pham <N.Pham@cityofcapecanaveral.org>; Omar Capellan <omar.capellan@gmail.com>; Patrice Huffman <P.Huffman@ cityofcapecanaveral.org>; Patricia Roth <P.Roth@cityofcapecanaveral.org>; Paul Prince <p.prince@cityofcapecanaveral.org>; Ralph Lotspeich <R.Lotspeich@cityofcapecanaveral.org>; Randy Wasserman <randall.c.wasserman@nasa.gov>; Richard Berardelli <R.Berardelli@cityofcapecanaveral.org>; Richard Mihalich <R.Mihalich@cityofcapecanaveral.org>; Ronald B. Friedman <rfriedman999@bellsouth.net>; Sandra Lanham <slanham@cfl.rr.com>; Shawn Jordan <S.Jordan@cityofcapecanaveral.org>; Steven Dayhoff <S.Dayhoff@ cityofcapecanaveral.org>; Thomas Quinn <qandw1@aol.com>; Tim Carlisle <T.Carlisle@cityofcapecanaveral.org>; Tim Davis <T.Davis@cityofcapecanaveral.org>; Todd Morley <T.Morley@cityofcapecanaveral.org>; Tom DiEulio <T.DiEulio@cityofcapecanaveral.org>; Tracy Braley <tbraley@ccvfd.org>; Vicki Price <vprice4JP@gmail.com>; Walter P. Godfrey Jr. <wgodfrey@fireexpert.com>; William Budesa <billybud48@aol.com>; Alan Moros <alan.moros@bcso.us>; Albert Franks, Jr. <ajfranks@cfl.rr.com>; Amy Moody <amy.moody@bcso.us>; AndreaMarine <andreamarine@yahoo.com>; Anthony Garganese <agarganese@orlandolaw.net>; Arlyn DeBlauw <gonecoastal03@gmail.com>; Art Spurrell <artspurrell@gmail.com>; Bart Gaetjens <bart.gaetjens@fpl.com>; bashore4@hotmail.com; Betti Cogswell <chinmom@pobox.com>; Biz & Lynn Mars <bizlynnmars@yahoo.com>; Brenda Surprenant <brenda.defoe@gmail.com>; Bridget Minnick <bridget.minnick@brevardcounty.us>; Buzz Petsos <buzzpetsos@earthlink.net>; cityclerk@cityofcocoabeach.com; citymanager@cityofcocoabeach.com; D. Dettra <ddettro@aol.com>; Dave Sargeant <dsargeant@ccvfd.org>; David Schirtzinger <dschirtzinger@yahoo.com>; Dawn Mays <DMays@calloneonline.com>; Debra Huetter <dbh3313@aol.com>; derrol.nail@gmail.com; Dewitt <ladavd@aol.com>; Diane Denig <ddenig@portcanaveral.com>; Dianne Fellows <realty2000one@aol.com >; Don Haynes <donhaynesdevelopment@yahoo.com>; Don Willis <don.willis@porterwillis .com>; Donald Williams <dwms111ogl@aol.com>; Donna <receptionist@cocoabeachsurf.com>; Earl McMillin <emcmillinjd@yahoo.com>; Eric Braga <ucf@lightrealtyco.com>; Helen Franta <helen.franta@myfloridahouse.gov>; HOA Don&Donna Gunsalus <donnawho05@bellsouth.net>; Jay Petty <jpetty831@aol.com>; John Cunningham <jcunningham@ccvfd.org>; jenlandy@yahoo.com; Jerry Hume <Jerry.Hume@mynews13.com>; John Anderson <johnandersoniesc@yahoo.com>; John Grandlich <john.grandlich@zilber.com>; John Porter <johnp@porterworldtrade.com>; johnpekarpe@gmail.com; johnrflorido@gmail.com; Joshua Surprenant <jsurpre@gmail.com>; Joyce H. <AlarmAgent@aol.com>; Julio Gonzales <sowlegonzales@hotmail.com>; kaldi96@yahoo.com; Kurt Easton <kurteaston.urbannetworks@gmail.com>; kyleinfla@gmail.com; lagilbert <lagilbert@cfl.rr.com>; leah.selig@space321 .com; Leo Porter <leoporter@att.net>; Lisa Hickman <lisa.hickman@brevardcounty.us>; Liz Alward <liz.alward@brevardcounty.us >; Lynn Lindeman <Lyn.Lindeman@gmail.com>; Mark Buddenhagen <markbuddenhagen@yahoo.com>; Mark Hillman (mark.hillman@fpl.com) <mark.hillman@fpl.com>; mbm113@aol.com; Melanie Bradford <mbradford@portcanaveral.com>; Melinda Jester <w2techmj@gmail.com>; Michou King <monarde50@yahoo.ca>; mikepharmd@gmail.com; Nancy Flickinger <Nancy.Flickinger@fpl.com>; Neale, Rick <meale@floridatoday.com>; Norman Moody <nmoody@floridatoday.com>; Paula Willis <paula.willis@porterwillis.com>; Ray Osborne <rko153@gmail.com>; Rebecca Rowe <basecampoutlet@aol.com>; Richard Fischer <richard.fischer10@gmail.com>; rizrahman1@gmail.com; Rocky Randels <rockyrandels1@gmail.com>; Rosalie Wolf (rowo32920@yahoo.com) <rowo32920@yahoo.com>; rwillcc@gmail.com; Sandra Morales <sunnisandi6@aol.com>; Sharon Pribil <spribil@brev.org>; Stephanie Agtmaal <smartsolutionsbystephanie@gmail.com>; Stephen Jarvis <duffer29@cfl.rr.com>; Steve Monroe <stevem@meconstruction.com>; Steve Nelson <panama35@cfl.rr.com>; Suzanne Elliott <fitsuzanne@yahoo.com>; t.kramer (tkramer2009@hotmail.com) <tkramer2009@hotmail.com>; thepatiomotel@att.net; tpestik@gmail.com; Tracey Wehking <twehking@brev.org>; w_h_allen@usa.net Subject: PUBLIC NOTICE -Variance Request No. 16-02 -APPEAL -REMINDER Importance: High Please see the attached regarding PUBLIC NOTICE -Variance Request No. 16-02 -APPEAL. This is a courtesy reminder following up on the original distribution/posting on 9/26/2016 as per City Code Section 110-28 -https://www.municode.com/library/fl/cape _ canaveral/codes/code _of_ ordinances? nodeld=SPBLADECO CH110ZO ARTllPRLAUSDE DIV1GE S110-28DUPRSPNORE Thank you. Mia Goforth, CMC Launch your connection ... City Clerk m.goforth@cityofcapecanaveral.org 321-868-1220 Ext 220 321-868-1248/ax 105 Polk Avenue. P.O. Box 326 Cape Canaveral, FL 32920 www.cityofcapecanaveral.org Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing OAK LArvt ROAD IMPROVEMENT PLANS CAPE CANAVERAL, FLORIDA SECTION 14, TOWNSHIP 24 SOUTH, RANGE 37 EAST UTILmES WASTEWATER CITY OF CAPE CANA VER AL PUPLIC WORKS DEPARTMENT 601 THURM BL VD. CAPE CANA VER AL, FL 32920 (321) 868-1240 REUSE WATER CITY OF CAPE CANA VER AL PUPL/C WORKS DEPARTMENT 601 THURM BL VD. CAPE CANA VER AL, FL 32920 (321) 868-1240 ELECTRIC FLORIDA POWfR ANO LIGHT COMPANY 7901 EWS ROAD MELBOURNE, FLORIDA 32904 (321) 726-4801 WATER CITY OF COCOA UTILITIES 600 SCHOOL STREET COCOA, FLORIDA 32922 (321) 639-7671 CABLE 71ME WARNER CABLE 720 SOUTH MAGNOLIA A VENUE MELBOURNE, FLORIDA 32935 (321) 254-3300 TELEPHONE AT&T 7747 ELLIS ROAD MELBOURNE, FLORIDA 32904 (888) 640-2427 SUNSHINE STATE ONE-CALL OF FLORIDA, INC. UNDERGROUND U71L171ES N071FICA 71DN CENTER (800) 432-4770 -N .~, ~ s '~ ) -~~_ff LOCATION MAP PAOJECT LOCATION PROJECT LOCATION ~ ,,.~ ... ,/,; \ .. INDEX OF DRAWINGS ~:KI ~i~T CS-1 I COVER SHEET & ORA WING INDEX C-1 I GENERAL NOTES C-2 I EXISTING CONOlllOOS C-J I PLAN 1'ND PROFILE 0+00.00 TO 4+87.69 C-4 IPLAN ANO PROFllE -4+87.69 TO 7+21.76 C-5 I PLAN ANO PROFllE EA5£MENT (OUTFAU. DRAINAGE PIPE C-6 I CROSS SECTIONS C-7 I TYPIC"L SECTIONS C-8 I EROSION CONTROL C-9 I STANDARD DETAILS NOTE: THESE DRAWINGS ARE FOR CONSTRUCTION OF OAK LANE: ROAD WAY PAVING DRAINAGE SYSTEMS SIDEWALK PRELIMINARY NOT FOR CONSTRUCTION SITE PLAN -~:.; ..... ~-!'! ~ g ~ < owe. NO. 10 ~ " ~!)o "" <( "'"' -..i ..J wen -..i a. t-"' -l'l L:.i' ~ iil .J 0 ~r-ui.f11.._;g ·"" 0:: > ..J -ct:-wa:~ c!> :":~~Cw'° ~~~~>~ Cl..uum~"' --.:: ~ ~j!'.l ..,. m ..J ::;:; ~ow ...., :>ua. 0 ..JN<( ._, 00U U-ii 0...:IANI! 1191<»1U>W0 AS NOTED l'bwl,.1.r...-... -" """"'" .......... ., -f-. z ~ ill Ill z > (/) < 0 z ....i ~ < ~ 0..-.! < ~ 0.. 0 .... Q < 0 ~ f-. Ill Ill :i: (/) ~ ~ 0 u C.A No )0197 PENo.lOS'9 Dr-1.•""-b. CS-1 Dnlwl• I DEANmoNS l Tt£ VORD 'DYNER' SHALL HEflN CITY Of" CAPC CANAVERAL 2 THE: Pl-RASE 'CNGINCER Of" RECORD• SHALL REF"ER TD ..G1N A. PEKAR, Pf: GENERAL NOTES 1. ALL El.£VATIONS SHO..,.. ON n£ COHSTRUCTION ORAWlt+GS AR[ BAS([) ON THE NORTH AMERICAN 'v£RTICAL DAl\lM Of 11188 (N.A.V.O.), UNLESS OlttERWISE NOTED. 2. THE DISPOSAL Of cxa:ss EARTHWORI< MATERIALS SHALL BE THE RESPONSiOIUTY OF THE CONTRACTOR. APPROVALS Of DISPOSAi.. SITES SHAU. 6( OOTAIN[O f"ROM THE OWNER PRIOR TO DISPOSAL AU. Exa:ss MATERIAL IS THE PROPERTY Of THE J. SOD ALL DISTVRSED AFIEAS UI«..£$$ OlttERWISE DIRECTED. SOD SHALL MATCH EXISTING rn"E SOD UNLESS OTHER'MSE DIRECTED BY lHE ENGINEER. 4. TH[ CONTRACTOR SHALL PERfORM HIS 'M'.lR!< IN ACCORDAHCC Yl!TH REQUIREMENTS Of THE VARIOUS PERMITS f<IO..UOCD f<I THE BIO SP£0FlCATK>NS. EN\llROHMENTAL CONlRCl..S SHAU. BE USED AT LOCATIONS DCSIGHATro IN THE PLANS At«:J/OR OESIGf'IATEO BY THE ENGINEER. 5. THE CONTRACTOR SHALL NOTifY ALL UTILITY COMPANIES A MINIMUM Of TM> WORKING 6. ALL (P.R.M.'S) IRONS N«> MONUMENTS SHO\lllN ON PLANS, OR FOJNO, SHALL BE PRCSERVED. THOSE SHO..,.. ~ PROPOStO PA'¥£MENT SHALL BE PROTECTED Yl!lli A CAST 7. THE CONTRACTOR SH"1..L BE RESPONSIBl.£ TO FURNISH MATERIAL ANO LABOR TO CONSTRUCT THE FACILITY AS SHOWN. 8.. lliE CONTRACTOR SHALL HAVE AVAlt.ABl..f AT lHE JOB SITE, AT ALL TIMES, ONE COPY Of THE CONTRACT OOOJM(NTS INQ.UDING PLANS, SPEOFlCA TIONS, AND ANY SPECIAi.. Pft0\1SIONS, ANO COPIES OF ANY R(QlJIR(O CONSlRUCTION PERM!~. II. ANY OISCf!(PANCES ON ll1£ ORA'HriGS SHALL BE BROUOHT TO ll1E ATTEHTION or lli( (NCINE(R or RECORD PRla'I TO COMMCNCINC WORK. NO fl(LD Cl1ANCCS a'! OE\1ATIONS fR()t.4 DESIGN SHAU. BE MADE: WITMOUT F'f!IOR M>Pff.OVAI.. or lli( (NGINE£R or RCCORO. 10. THE CONTRACTOR SHALL BE RESPONSlet.£ TO OBTAIN ALL REQUIRED CONSTRUCTION 11. ALL lNFa'IMATION DEPICTED ON TH£S£ ORAWNGS ARE GRAPHIC REPRESENTATIONS ONLY N<J SHOlA.D NOT BE SCAl..£0. PAECONSTRUCT!ON RESPONSIBILITIES 1 UPON THE RCCEPT OF THC "NOTICE TO PROCEED", lHE CONTRACTOR SHAU. CONTACT THE ENCINE(R OF FIECORO ANO ARRAHGE A PRECONSTRUCTION CONFERCNCE TO ltiCl.UOE ALL INVOl'f'ED GO'f'ERHlil(NTAL AGENCIES. unuTY OWNERS, THE O'M<l£R ANO THE ENGINEER OF RECORD. 2 THE CONlRACTCfi SHALL OBTAIN A SUNSHINE CERmCATION NUMBER AT LU.ST 48 HOURS PRIOR TO BECll'fllNC ANY EXCAVATION, CALL 1-800-tj2-4770. PAVING A) OOIERAI.. 1. ALL (XISTv.IC PAVEMOH, CUT OR DAMAGED BY CONSlRUCTION, SHALL BE PROPERLY RESTORED AT THE CONlRACTOR'S EXPENSE. 2.'llt£RE ANY PROPOSED PAVEMENT IS TO SE CONNECTED TO EXISTING PAvrMENT. THE EXISTING EOGE OF PAVEMEJIT SHALL BE SAW CUT. J.BASC COURSE SHALL CONSIST OF UMEROCI< MllCEO 11' Wlll1 DOSTv.IG SOILS AND COMPACTED TO 118" MSHTO T-180. 4.ASPWALT SURFACES SliALL BE T'IPE SP 11.5 i\SPHAl..TIC CONCRETE IN ACCOROANCE WllH SECTION JJ1 OF lHC FOOT STANOAAO SPECIFICATIONS, LATEST EDITION, UNLESS OTHERYllSE SPCCFED ON lHC PLANS. B) QUALITY ASSURANCE I.A RCPRESENTATI'f'E NUMBER OF lf'l-PLACE FIELD DENSITY TES~ SHOLl..O BE PERrORMto IN ll1E COMPACTED EXISTING SOILS MATrRIAL TO CQlolflRM "THAT lHE REQUIR£0 DEGRE£ or COMPACllON HAS BEEN ACHE~. AT LEAST ONE DENSITY T£ST SHALL BE PERfORMED fOR £VERY 250 f"EET OF COMPACTED EXISTING SOIL C) INSTAU...ATION 1. BAS£ COURSE SHALL BE COMPACTED TO 9all: OF n£ MAXIMUM DENSITY AS PER 2.INSTAU...ATION OF ll1( 'ft(ARING SURFACE SHALL CONFORM Yl!lH Tl!E REQlJREMENTS OF n£ FOOT STANDARD SPEQFlCATIONS f"OR TYPE SP 11.5 ASPHAl.TIC CONCRETE. 0) TESTING I. n£ flNlSHED SURfACE OF TME BAS£ COURSE AHO ll1AT OF THE 'M:ARING SURFACE SHALL NOT VAAY lilORE THAN 1/4" FROM THE TEMPL.AT£, NOR 0.1 FT. FROM PROPOSED flNISHCO GRADE: ELEVATIONS AS OCP1CTED ON THE DESIGN DRAWNGS. ANY AAEGU..AFllTIES O:CECDING THESE Ulill~ SHAU BE CORRECTED BY SCARIFYING TO A OEPTH OF THREE (J) INC11(S, REM0\1NG OR ADDING ROQ( AS MAY BE REQUIRED. AND WATERINC, RCUJNG AND COMPACTit+G THE SCARIFlED AREA. 2.0EHSITY TES~ SHALL BE TAKCH BY AN INDEPENDENT TESlliG LA80AATCfiY C(RTIFlED BY lHE STATE OF ftORDA. J.ALL TESTINC COS~ (PA\1NC) SHALL BE PAID f"OR BY ll1£ O'llttER EXCO'T THOSE TES~ fAIUffG TO lilEET ll1E SPEQflEO REOUIID'OC~ WHICH AAE TO BE PAID BY n£ CONTRACTOR. GENERAL NOTES SPECIAL PROVISIONS 1. ALL ORl'f'EWAYS Al..OHG OAK LANE WILL HAVE FlAT CURSING AT THE NEW OAIC LAN( PA...a!ENT INTERFACE. DRl'f 'EWAYS ll1AT EXTEND INTO OAK LAN( PA\1NG AREAS WU. BE SAW CUT FOR A SMOOTH EDGE. 2. PRIOR TO CONSTRUCTION, CONTRACTOR 'lll !U. STAKE OAI< LANE RIGHTS OF WAY ANO MARK ALL CONFUCT AAEAS INQ.UOING SPECIMEN TREES. A QTY,ICONlRACT~ TEAM 'llo!U THEN R£\1EW ANO AD.UST CONFUCT AREAS YlllH FlELD Cl1ANCES . If NECESSARY. J. fl'I.. NEEDS TO BE NOTlfl(O BY CONTRACTOR (ONCE CONTRACT IS AWAROCO) f"OR POU: RELOCATION. 4. THE NOTED TWO DRAINAGE FOOT C BOXES 'llo !ll . B£ FITTED WllH SUNlREC TECl1NOLOGIES GRATE INL£T SKIMMCRS OR APPRO'f'ED EOUIVAL£NT fOR STORMWATER TREAlMEHT. 5. CXISTING DRIVEWAYS. MAILBOXES. WATER METERS. NE'M.Y PL.ANTED SMALL lREES, ANO OlHER RESIDENTIAi. ITEMS 'MTHN THE OAIC LAN( ROADWAY BOUNDARIES WU. BE REPLACE IN Kf.10 ~ MOVEO BY THE CONTRACTOR ON TO ABVTl\NG PROPERTIES. e. Mill AN AGREDIEJIT Yl!TH THE LAST SOUTH'llE '.ST RESIDENCE ON ON< LANE HAS BE£H MADE WITH THE CITY FRE OEl'AIHM(HT TO TURN VEHICl..ES IN THCll: DRIVEWAY; THC PAV1NC OF THE OJL-DE-SAC SHOULD f<IQ.UOE THE LARGEST RADIUS AS THE RICH~ OF WAY WU. AL.LOW. f"Cl..LOYl!NG CONTRACTOR EARLY STAKE OUT, SOME PLAN DIMCNSIONS MAY 8E fl(LO AO..UST£D. 7. CONlRACTOR SHALL PR0\10E THC QTY 'HTH A MAf<ITENANCE OF TRAFTIC CONTROL PLAN PRIOR TO START OF WORK. THIS SHOULD INQ..l()( VEHICt!S AHO PEOESTR1ANS. 45. OUTFALL ORAINA.GE (BEHf.10 THE CHANED GAlE) ANO TO THC CANAVERAL DRAINAGEWAY SHALL BE flRST STAl<ED BY THE CONTRACTOR Yl!TH MlRK TO BE IN CITY'S 20' U.S£MOH. BOTH A WATER li'IE, CITY SEWER L.JllE, ANO NORTHERN Cfl'SITE DRAINAGE LINE MAY f<ll£Rf"ACE Yl!TH THC CITYS 2<! CASEMENT. F CONFUCTS WTH THC PROPOSED DRAINAGE OUTFALL li'IE AAE DISCOVERED IN ll1E fELD. ADDITIONAL EASDIEN~ (INCWOING TEMPOFIAAY CONSTRUCTION EASEMOCTS) MAY B£ PURSU£D. II. THE CONTRACTOR IS TO PROVIDE AH CROSION CONTROL PLAN PRIOR TO STAAlliG CONSTRUCTION. Tl1S INCl..UOES ftOATING TURBIDITY BARR£RS IN ll1E CANA'f'ERAL ORAINAGEWAY 'Mi(N HEADWALL a'! DRAINAGE CU.VDU ¥IORK IS P(Rf"ORMEO. 10. CONTRACTOR TO COORDINAT£ "WITH 'llORK PERFORMED f"ROM NORlH Alt.ANTIC AVE."S ~:~NG. PRO.ECT TIC INS Wl.L BE AT n£ N. Alt.ANTIC AVE. RIGHTS Of WAY 11. lH( CITY OF CAPE CANAVERAL MAY PR0\10E (AT A LATER DATE) ADDITIONAL LANDSCAPING/IRRIGATION, AND STREET UGHlliG. 12. ORIYEWAY TIE "'S TO LA CANTINA AND CIRCl..E K, FROM OAK LAN(, Will. BC COORDINATED BEnrittN CONlRACTOR , O\llNERS , NfJ QTY PRIOR TO CONSlRUCTION . 1J. flll. MATERIAL WU BE ftCQUIREO fOR THC NORTHWEST ARES OF OAIC LAHE. CONTRACTOR TO AL.SO PROVDE MOUNOEO FIU. OVER OUT FALL DRAINAGE PIP(; F"ROM THC DRAIN GATE TO THE CANA'f'EIW.. ORAINAGEWAY (APPROXIMATD.Y II" TO PR0\10E PROTECTION COVER F"ROM MAINTENANCE VEHKl..ES.). 14. CONTRACTOR TO SUBMIT SHOP DRA'MNCS fOR ALL INLET BOXES INCl..UDING THOSE 'll l!ll1 ~J~i BAf"fUS (~ APPRO'f'ED (QUIVALEHT} PRIOR TO CONSlRUCTION OF DRAINAGE 15. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO CITY FOR Af>f>ROVAL PRIOR TO STAAT OF ORAINACE WORK. THE Pl.AN MAY REOUIRE TEMPOftARY OffSllE £ASEM(HTS. 141. SEGMEN~ OF THC 4• WATER LINE raoM STA. +t~ (+-/-) TO n£ CUL-OE-SAC WU. REQUIRE RELOCATION TO a.EAR THE PROPOSED STORM DRAIN. 17. THE II " POTA9LE WATER UN( SER\1NG THC CUL-OE-SAC HYDRANT NCEOS TO BE LOCATED PRIOR TO STAAT Of CONSTRUCTION. ANY CONfl.JCTS Will-I THE PROPOSED OUTFALL ORAIHACC SYSTEM NEED TO BC REPORTED TO lHE PRo..£CT MANAGER. 111. COHTRACTOR TO LOCAT£ 45" WAT£R UN( AS SHOWN ON CXISTINC SUR\€Y (SHEET C-2), 'M1ER( CONfUC~ MAY EXIST WITH THE OUlTAU. STORM ORJJNAGE PIPE. ll1E 6" WATER MAIN IS TO BE REl.OCAT£D AT CONfl.JCT POINTS. 20. ALL flll AAEAS UNDER ROADWAY AREAS (AT CUL-OE-SAC) ARE TO BE COMPACTED TO A Mf<IJMUlil OF SlllX MSHT0-111.0. PROJECT CLOSEOlJT A) a..EANlf'IG UP l.OURING CONSTRUCTION, THE PRo..£CT Sil[ ANO ALL ADJACENT AREAS SHAU. BE MAINTAINED IN A NEAT AND CLEAN MANNER. AHO UPON flNAL a.LAN-Uf', lHE PRO..ECT SITE SHALL 9E LEfT CLEAR OF AU. SURPLUS MA TERIAI.. OR lRASH. THE PAVED AREAS SHALL BE SlllU'T BROOM CLEAN. 2.\111£RE MATERIAL OR DEBRIS HAS WAst£0 OR ftO'to(O INTO OR HAS 9(CN PL.ACED IN WATER COURSES, OITCl1£S, DRAINS, CATCH BASINS. OR EL.S£'M1£RE AS A RESULT OF ll£ CONlRACTOR'S CJ>ERATIONS. SUOi MATERIAL OR DEBRIS SHALL BE FIEMO'f'ED ANO SATISfACTOR lLY DISPOSED OF DURING ll1E PROGRESS OF THE 'M)RK, ANO THC AACA 3.AL.L UNPAVED ~ACES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN "THAT WHICl1 EXISTED BEF"ORE THE CONSTRUCTION. B) PRo..£CT RECORD OOCUMEN~ 1.0URINC THC DAILY PROCRESS OF THE JOe, ll1E CONTRACTOR SHAU. RECORD ON HIS SET OF CONSTRUCTION DRAWINGS. THE EXACT LOCATION. LENGTH, ANO filVATION a'" ANY FACILITY NOT BUILT EXACT1.Y ACCOROING TO PLANS. 2.UPON COMPLETION Of CONSTRUCTION, AND PRIOR TO flNAI.. PAYMCNT, THE CONTRACTOR SHALL SUBMIT TO lHE ENGINEER OF RECORD MO TO n£ O\llNER EACH, ONE COMPLETE SET OF ALL "AS-BUILr CONTRACT ORA'MNGS ON BLUEUNE ANO ElECTRONIC DISK . n£SE ORAWNGS SHALL BE MARKED TO SHOW "AS-6UILr CONSTRUCTION QtANGES ANO OOilCNSIONS, LOCATIONS, ANO ELEVATIONS OF AU. IMPRO...a!EJITS . THC "AS-WlLT" DRAWINGS SHALL BE SIGN(() ANO SEALEO BY A LANO SURVEYOR REGISTERED IN n£ STATEOFF'LORIOA. INSPECTIONS n£ CONTRACTOR SHALL NOTIFY THE ENGINEER OF ftCCORO PRIOR TO BEGINNING CONSlRUCTION NfJ F'f!IOR TO Tl-£ INSPECTION OF THE fOU.OWING ITEMS. M1£RE APPUCASUO 1. DURING CONSTRUCTION OF ROAD BASES. 2. DURING ASPttALT PAYING CPERATIONS. J. PRIOR TO BAO<FlW t+G DRAINAGE SYSTEMS. 4. DURING SlRPING . SOIL BORING PROFILES -. .. n W'l.l .CO: . ' ~ ... v21/11 AB-I @J.WITH 'IW(U · WITH J~r'~_'ltllCI~ 1• UMUOCIC .. • ] ·;;'.';' e:r:i.·:.ot"" ~&' r..~;."'' e @w1l1<SMD.~:tj. ¥ . Oo11Tt t•ll.l[D-. •/U/11 •/12/1' AB-l 4/11/11 ..... I ¥ . @ ... ,.:""' " '! ]' "''-'•• ' :&: . Sl1CU.. 4/12/16 AB-~ I ~ ...... .,.,.,. r WllHSHtu. y-1 ~U WITH,~~lfl" 'tAiWll~ TIUCC ~~[~~ 1 AND ~ltU, S '' • LEGEND SOIL DCSCRIPTIOHS LJ01111cs ... NO(S1") ll©ctll(Nt(OUMO(.-OSSla.l SOl.C(MfNT) ID@ Sil.IT Wt( SANO (SM) COLORS (E• ~G .. 1 ilAOW!I 10 fil'O'WN ®°"""oa-"°"1'1 ©i=tir~Olf @ CtifllM MOa'M ([;llQ-TGUYTO~Y ¥ IOllO""'O\l iATC lt l.l'ICL VCdlltCD Ofl OAT( ll•ll.UO SP.SP-SM UNFED SOI L Cl.ASSFK:A TION SYSTEM SM,SC,CH " ~ !:> 0 "" <"'"' ""' ..J wen ..... a. t: ~ t<l ~iil..io ci..;,_ow11..;:i 0\0::>..J-cic: ..... w ii:< cl> ~:;;:i:offico '<'It:!: >"' ~<O~<;: Q.;u u~z"' ~ ~:::><!2 Ill ...1U ~ ~8~ 0 ..J"'< ._, 00U U-ii Caddl'il•: O.U:LANB Oll"»lhDWO 5col• AS NOTED Dnwu1gl..romY11.,. D.-11by ,,.......,. ......... .,. ~ !--~ ~~ z > r/J <oz ...) ~ < ~I)., --l < ~I)., 0 .... Ci < ~ ,., ,., r/J ~ 0 z ~ ~ 0 PRELIMINARY NOT FOR CONSTRUCTION ~ GEOTECHNICAL ENGINEER :J8t~~Nctc~1sgr1A TES, INC. fff~A, FLORIDA 'jJ2922 ;-'..._";i.~ -~ -.!'.!""", 1 632-2503 C.A No.JOl97 P.ENo.::!IJjJ9 Drrwu11N..,,b..-C-1 0nwi,.: I ! ! i r l f J .! ! l ~ I TAX PARCEL 24-37-14-ZS-O-A.02 OR 42U PG 3099 BENCHMARK3 ELEVATION NORTH RIM Olf MANHOlE ,. 4.49 FEET Xl.2 x2_6 X2.8 ?H·: OAKx:l..ANE « " ss ~ ss '.'. --·s~-XJ.6 XB B ~1'4 ~~ -----., xs.1 N gf ~ ';i~ll. ~~~ ~r!.l(l '7~ ~ I'\.,, XJ9 -Jg ~ ~-Ett:. XJ.6 TAX PARC(l 24-37-14-28-0-A.26 OR 5282 PG 1101 ''X ... ~ .. 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IRON ROO f"OUNO l8f7715 • CAlCUlATEO PROPERTY CORNER CJ DllCHARU. 11 D:ISTINC WEU 1$1~HOLCCovtR --"' --EXISTING WATER t.IAIN --SS --EXISTING SANrTAR'!' SEWER -X-STORM-ClUSTINGl5"STORIM'ATERSE't¥L ll: -----6' CHAIN llNI< fENCE VZZ/I roM~m~LnY~•m NOTES 1. CONSTRUCTION OF" DUTf,t,L.L llR-'INM:£ LINC l.'1TH MNHLCS 1.'ILL REQUIRE: CAA( IN SPACll'(; SYSTEM. CONTACT ENGINEER rtlR Ni.Y CCl'fCLICTS. 2. EKC1W-'TIONS HR DR-'ll'UIG£ MNl-0..ES -'HD CJJTfH..l STCRM SEl.'[R Lit£ VILL RCOUIR£ ocv ... TERING. CONTR...CTDR TO ...CWIRE PCRNIT -'ND PROVIDE ocv ... TERING PL.-.NTOCITY. 3. CLl'ITRACTOR TO KlrlRK .MID ... vmD EXISTlr«i SE'W'ER Lit£ IN E ... SEMENT. SURVEYOR'S NOTES: I. Tl1[ PMICCLOflN00"5$HC#ltlH£11[QNUU,wn-f[~FUIClllONl"lC•(AAUS ~~~THC~~~~~~~OI:~~::. lt;~ISTltC~SOUfl41'11C:HTOf'liAr'-'IE " .. (R) (0) (M) (C) ""' POe R/W ~~-n. OHW CTV CWA ~ WM "' "'' RECORDEO OC[OCD MEASURED CAI.CV!.>. TEO POINT OF COMMENCEMENT POINT Of BEGINNING RIGHT Of WAY SOU,t.R( fEEl WCX>O POWER POLE O'l[RHLJJ)WIRE CABLET(Lf:VISIONRIS£R GUY WlRE ANCHOR ALSO KNOWN AS REMANENC[ Of ~ F'EET HIGH CHAIN LINK FENCE WATER MCTER MM. BOX UN0£RGROUND ELECTRICAL CONOUIT X2.• 4. Tt£RE: IS o\NOTt£R DR-'ltu\GE DJTr,t,L.L LINE IN E-'SEMENT. *THIS IS NOT A BOUNDARY SURVEY e1 PRELIMINARY NOT FOR CONSTRUCTION TAX PARCEL 2-4-37-14-28-0-A.02 OR 4263 PG 3099 OAK LANE X3.3 XH '··---~ x2.s 6.+-°f.!'.~~----5,._5Rsoo~ SS -SS ....i±QO.~ -=::::::: s~ TAX PARCEL 24-37-14-28-0-A. 10 OR 5282 PG 1103 E1 " ~ !:> 0 "" <(CllN "-l .JllJCll "-l 0. f-"' -M ,,; .J ::> • -. <(ui.Jo ci.;,_uwll:i ·"'il:>.J-co:;-wa:<(c0 :"':~l:cffico ~'lt:l: "' ~<O~~~ ci..uuaiz"' ~ ~~()<(!'.) ~ Dl .J ::;;; l: ow c 3 () ~ ..., 8 ~ () ii llUDDKINOJOl:IOl!DWO AS NOTED Dr-i•lnfonn.iion ,_,.,. ~.,. App<U¥edby .... [/J "" ~ ill~ ~ ~ [/J ....) 0 z ,, ~ <: ... a......) <:~a.. 0 .... Cl ~ [/J 5 p 0 >-z ill O> u~ o::i z[/J H "" [/J x ill C.A No .IOl!J1 PE.No:zc>j$9 r;q,.,,"IN""'ba" C-2 nr-.,,.:. i J f l ! TAX PARC£L 24-.37-14-28-0-A.02 OR 426.3 PG 3099 BENCHMARK3 ELEVATION NORTH RI~ OF MANHOLE• 4.49 FEET X'9 ~~ "18 B~ l:EJ TAX PARCEL 24-37-14-28-0-A.26 OR 5282 PG 1101 J=.1--APPROJtMATC NORTH BOUNDARY UNE Of RICHT-Of-WAY J-2 J-J ,_. ,_, ... ,_, , .. ,_, l-10 l-11 J-12 J-IJ J-14 J-15 J-16 J-17 J-1!1 J-19 ,.,. J-21 J-22 J-2.J PRO"OSEO 5.0' CONCRCTE S(l(W.tJJ( 1· RIB80N CURB ON NORTH SID£ Of ROAD STORM WA TEA 1Nl£T 90)( PROl'OSCO "F° CURB (SU SHEET C-9 rOR OfTAILS) CONNECT TO EXISTING ROADWAY CONCRETE Ft!JSH NTH ASPtlAl.T STOP e.AR STRIPl'IG (PER LATEST MUTCO) CROSSW.tJJ( STRIPING (PER LATEST MUTCO) Ir NE.EDEO, LANDSCAPING TO BE MOVED ANO 11£Pl.Aa:O TO RESEMBLE PR( CC»tSIRUCTIOH CONDITION OR POl OT"t' RCQLIREWENTS. CONTRACTOR TO CRAOC ARO.IND DllSTINC BUSHES ANO Tll[[S AS MUOI AS POSSl8LE RELOCATE ANO RESTORE FENCE AS NEEDED. CONTRACTOR TO REPAIR AU. DRIVEWAYS (IN Kif'()) 'Mlt+IN OAK LAH[. CONTRACTOR TO RELOCATE ANO RESTORE ORl'-1:WAY AS NEEDED. ST'ORMWAl'tR INL£T 00)( Nfl.I SUNTREE INSERT TARO DRAINS 12° ADS PIPE WITH 8° PVC CONNECTlOH TO BOJt (NOT A PART Of THIS PLAN). APPRQJ(lll.IAT'E SOUfl.I BOONOAAY LINE Of A'ICHT-Of-WAY CONTRACTOR TO RELOCATE WA TEA LINE AAOOt«> PROPOSED STOftM DRAIN F"ROM APPROJ(. STA 41'~ TO STA 6+25. COCOA WATER PERMIT BY CONTRACTOR. ENO Of PROPOSED SIOCW.tJJ( PO'to£R POLES AHO OVERHEAD -.,RES TO 8E RELOCA TEO AS NEEDED A.ND CQOROINATEO 'Mfl.I THE UTlUTT OWNER. HAN[)R,\jl REOVftED AT EACH 1Nl£T Al.ONG SIOEW.tJJ(, SEE 5PCOAl PROVISIONS NOT£ f12 rOR CQt.lll.l(ROAl ACCESS. NEW HOME SEWER LATCRAlS 4.~ rtET Of[P AT ~OPERT"t' UN[ 4" PVC Sl.EEYES rOR FUTURE OT"t' IRRIGATION TtMPORAAY s•:t GRADING EASCM(HT TO B( COQROINATEO NTH ·~"" 51'(¥).00 GRADE BREN< STA• 41'811.59 [l[V• •671 PROPOSED ROAD Stotlon•Si'76.a5 lln•4J18 PROPOSED ROAD Stolion-41'Ja.ll' TAX PARCEL 24-37-14-28-0-A. 25 OR 5282 PG 1100 5.Jx ~1~ E~ f&.1 LEGEND MATCH EXISTING GRADE PROPOSED ELEVATION EXISTING ELEVATION BENCHMARK FLOW DIRECTION WATER METER YARD DRAIN (_•_,,,,_.._ ~ ~ +"'} • o_ l!l TEMPORARY CONSTRUCTION CJ EASEMENT ~ -U8" ,,4QS ---·--1.!IOS 111• ADS PIPE 4•• 'IN--4" VN----4" 'IN--4" Wl'-111·· AOSPIPE Station TAX PARCEL 24-37-14-28-0-A.03 OR 6849 PG 26 79 TAX PARC£L 24-37-14-28-0-A.17 OR 929 PG 694 FOUND s;a· IRON ROD LICENSE BUSINESS#' 7715 ml FOUND 1/2· IRON ROD 'NITH NO IDENTIFICATION (.1 PALMGCLF -PALM TREE AT CORNER OF 6' CHAIN LINK FENCE IRFLB#l#N = IRON ROD FOUND LICENSE BUSINESS NUMBER IRFNOID = IRON ROD FOUND NO IDENTIFICATION NOTES: TAX PARCEL 24-37-14-28-0-A.05 OR 3592 PG 1377 1 ALL DRl'.UIAYS lHAT ARE OISlURBEO 'MlHIN lHE OAK L.N£ RIGHT CE WAY ARE TO BE REPAIRED BY CONTRACTOR IN ll1EIR EXISTING CONDITION. AN OWNERS COHFCREHct SHOVLO BE HElO WITH EAQl RESOCNT PRIOfl TO WCIOONG ON lHE DRl'f£WAYS. i ~ 5 ----+--~BOTTOM QRAjN _/ l~ CIJLVERT FOR SEDIMENT AHDDRAINACC -1.~ l/2"cilnoid TAX PARCEL 24-37-14-28-0-B OR 1588 PG 620 TAX PARCEL 24-37-14-28-0-A.07 OR 2770 PG 513 CENTERLM Of ROADWAY P1!0POSa> GRADE I I s _, Q) () ;:::: < <( ;:::! <( ;E Q::' o < cf: ,. ~BOON OJR9 I ,,. M ' CURB " . . ; t=":c .. :::=.j .· : PRELIMINARY NOT FOR CONSTRUCTION i_r; ~ -o.ea• PROPOSED ROAD Stotlon•D1'72&2 .. ey • 10.HS 8 g /; oi!! -• 5.00 """ [:'.:! (ll < 0 0 :J " ~So '-' <"'"' "-l .JUJO> "-l a.1:: ~ . .J :i . "-1 ~(/)~ ~ Cl.;i-UiJ ·O C\ll:>.J-c:t:;c;~a:~.; ::'.i"'l:Clw~ "'1~o~>;: Q..u um~"' -..: ~ ~<u!'.l .,.. m _, ::';:;; l:QLIJ .... :i u a. 0 .J"' < ...... 00U U-ii C..sdF"LN : 0..Kl-'M! OOIOOlhDWO Soolo AS NOTED 1nw1,.1ntOl'llll llli .. _., """'""' ,.,.,...., ~ C/J f-; 15 Ill~ ~ ~ C/J ...l 0 ~ ~ ~ ...l <( ~ c.. QH Q < 0 t:G Ill 0\ dlO u.. . ol;; t:G + c.. v eiO z f-. <o 0 zo <o ...l + c.. 0 C.A No.l01t7 Pl!No:o5'9 -.. -C-3 °'"'""' 4 r l I ! TAX PARCEL 24-37-14-28-0-A.01 OR 4874 PG Je12 KEY NOTES· IE J-1 .t.PPAOIOllO•TC NORTH BOJNOARY UNE or RICHT-Ol'-WAT J-Z PAOPOSCO 5.0' CONCACTC Sl'.>EWAIJ( J-J 1" Rl990N CUR9 ON NORTH SIO[ (S ROAO J-• STORllWAT[R INLET 80)( J-S PROPOSED r OJR9 (SEE SHEIT C-9 fOR DETAILS) J-1 CONNECT TO ElOSTING ROADWAY J-7 CONCRETE FUJSM Willi ASPHALT J-8 STOP SAR STRIPING (PER LA.TEST WUTCO) J-9 CAOSSWAl..K Sml'ING (PER t.ATEST MUTCO) J-10 IF NEEOEO. LANDSCAPING TO aE MOVED ANO RCPlACEO TO RESCM9LE pqc CONSTRUCTION CONDITION OR PER CITY REOUlR£MEHT'S. CONTRACTOR TO GRADE AROUNO EXISTING BUSHES AHO TAEES AS MUCH AS POSSl8lC J-11 RCl..OCATE ANO RESTORE FENCE AS NE(O(Q. J-12 CONTRACTOR TO R(PAIA ALL DAl~AYS (IN l<JNO) 'MllllN OAIC LANE. CONTRACTOR TO RELOCATE ANO RESTORE DRIVEWAY AS NEEDEO J-1J STORMWATUI INLET 80)( Willi SUNTREE INSERT J-1' TAAO OAAINS 12" ADS PIPE 'Mlll 8" PYC CONNECTION TO 80)(. (NOT A PAAT OF THIS PLAN) J-15 ~O)(JMATE SOUTH 80UN0AR"I' UNE OF RIGHT-OJ"-WAY J-16 CONTRACTOR TO RELOCATE WATER LINE AROJNO PROPOSED STORM ORAIN FllOW APPRO)(. STA HSO TO STA 6+2S. COCOA WA TUI PERMIT BY CONTRACTOR. J-11 EHO OF PROPOSED SIOE:WALK J-18 PO\lo£R POI.LS ANO OVERHEAD WIRES TO 8E RElOCATEO AS NEEDED ANO COOROINATEO WITH THE UTUTY OWNER. J-19 HANORAIL R(QUIRCO AT EACH INLET ALONG SA'.>EWN.K. J-20 SEE sP(CIA,L PROVISIONS NOTE 112 f"OR COMMERCIAL ACCESS. J-21 NEW HOWE SEW£R LATtRALS •.SO F'EET OEEP AT PROPERTY UNE J-22 •" PYC SL.Et\IES FOR F\JTURE CITY IRRICATION J-2J TEWPOAARY S":t. CRAOIHC EASEMENT TO BE COORDINATED Willi °'"''"' 16' OF MIAMI CUA8 TO 8E INSTAU.£D 'lolTH MINOA GRADING fOR DRIVEWAY Aca:SS TO OF"F'51TE PARCEL PRELIMINARY NOT FOR CONSTRUCTION 114lT--t .. CJID>tlcol ll"..JO"'-'-to •-1'-IOlll~lriJ.-.-~t-... EXISTING SEWER LINE, FI ELD VERIFY EXACT. SlZE AND LOCATION PRIOR TO CONSTRUCTION OF DRAINAGE LINE OUTFALL TAX PARCEL 2'4-37-14-28-0-A.02 OR 4263 PG J099 TAX PARCEL 2-4-37-14-28-0-A.02 OR 4263 PG 3099 BENCHMARKJ ELEVATION NORTH RIM OF MANHOLE" 4.49 FEET uov---~ .. -,,·~·-··•-•-~ lj ~k/i• ~:!: .oo ~~ ----UAKxuANt. / . ---.><>'-J.----C-.-~ ~ .... c<> ..itllO-CN <:s sss+wSS ss f !\nnm t ss ~ 55 ss SS: ____ ss LEGEND MATCH EXISTING GRADE PROPOSED ELEVATION EXISTING ELEVATION BENCHMARK FLOW DIRECTION WATER METER MIAMI CURB c 0 ..., 0 > <lJ w ~ ~ +"" • o_ ~ Ptopoqd Rood Stotion•6-t720 til•v•5.1JO TAX PARCEL 24-37-14-28-0-A.10 OR 5282 PC 1103 STATIOfol <H-00 • h2l ALL ORl~AYS tliAT ARE OISTUR8EO WllKN n£ OAK LANE RIGHT OF WAY ARE TO BE REPAIRED 8Y CONTRACTOR IN THDR EXISTINC OOtOTIOH. AH 0'4lt€RS COHf'ERENCE SHCJ.Jll) BE HELD 'flllH EAQt RESDENT PRIOR TO WORKtlG ON "!HE DRl'¥£WAYS. Propoud Rood Stotion•5-t76.85 tllev • 4J18 XH -, .. 'lrM--TAX PARCEL 24-37-14-28-0-A.26 OR 5282 PG 1101 ~ .. oo:l -o.'°" Pr...,-Rood Stolion••-t-la.99 .i .... -•.870 _.-----4"~AOSPIPE • ~ ·.00 ,,, -·~ •• 'Qt:oc;--~-+-~~~~~~~--;:;;t;;-~----Jtt.-~~-=~-+~~::::r:::--~~~~~~~-+-\--~+-~~-+-~~~~~~~~.1--~__j Station " ~ ~ 0 ,,_, <(NN "-l .Ji.JC!> "-l n.t:i:l " .J:> -l.:.J <ui.Jo ci..:r-uw1.1.-~ -0\0::>.J-c:i::-wo:~oo ~~~Ow~ r...i'!l:o~>;: Q..uuin~"' ~ ~~~£! ~ ~5w ::c: :i u Q. o...., cS"'~ ue Coddfil<o: <MJ(l...•oNIL*>l. ')illh.DWO Sao!• AS NOTED 0.-.•laf...-Clll _.,. ""'"'"" Af'PJO"odliy ~ [/J ffi w~ ~ ~ [/J ..l 0 ~ ~ ~ ..l < ~ a.. 0 .... Ci < ~ W IO :Jr.-ti,...; ON oe + a. r-~ ~ <~ zr-: < 00 ..l + a. v C.A No J01'7 PE.No.:ZOH9 O.....N...,i-C-4 er-.-I 1 I ! ! } I 1-z w ::::!: w (/) <( w w 0 <( z 4: 0:: 0 ·•· s SCAJ..E: I INCH • 20 FEET KEY NOTES: 1E1 ,_, ,_, J-J ,_. ,_, J-6 ,_, ,_, ,_, l-10 J-11 J-12 J-IJ J-14 J-15 J-16 J-17 J-18 t~1 J-21 J-22 J-2J APPROXIMATE NORTH ~OMY LINE Of RIGHT-OF-WAY PROPOSED S.ct CONCRETE S«WAU< !' RlBBON OJRB ON NORTW SIOE Of ROAD STORMW.U'£R INLET BOX PROPOSED ·r CURB (SE:E SHE£T C-9 rOR D£TAILS) CONNECT TO EXISnNG ROADWAY CONCRHE FUJSH 'MTH ASPHALT STOP OAR STRIPING (PER LAT'EST MUTCO) CROSSWALK STRIPING (PCR LArEST MVTCO) If NEEDED. LANDSCAPING TO 9E MOVO> ANO REPLACED TO RESOIBLE PRE CONSTRUCTION CONDITION OR PER OTY R£0UIR£MENT'S. CONTRACTOR TO GRADE MOUND [XISTWC BUSHES ANO TREES AS MUCH AS POSSIBLE R£LOCATE ANO RESTORE FENCE AS NEEOEO. CONTRACTOR TO REPAIR AU ORIVEWAYS (IN KIND) 'ftllHIN 01<1< lAN[. CONTRACTOR TO RELOCATE ANO RESTORE: ORl'-'tWAY AS H((OEO. STOAMWAT£R N.(f eox 'MTH SUNTR£E INSERT YARD ORAINS 12" ADS PPE Wini If PVC CONNECTION TO eox. (NOT A PART OF THIS PLAN) "PPll:OllMAT[ SOUTH BOUNDARY UNE OF RIGHT-OF-WAY CONTRACTOR TO RELOCATE WATER UNE AROUND PffOPOS£D STORM ORAIN FROM APPftQX. STA '+50 TO ST" 6•25. COCOA WATER PERMIT BY CONT"AACTOA ENO OF PROPOSED SIOEWALJ( POWER POLCS AND 0\o£AHEAD 'MRES TO SE: A£l0CAT£D "S NE(OC:D AND CDOAOINATEO 'MTH THE UTILITY O'fttlEA. HANDRAIL REOJIREO "T E•a-1 INLET ALONG SIDEWALK. SEE sPECIAL PROVISIONS NOTE #12 F"OA COMMERCIAL •CCESS. N(W HOME SEWER LA1£AALS 4.50 f"EET DEEP AT PROPERTY LIN( 4" PYC Sl,.((ViS FOR nJTVRE CITY IRRICATlON TEMPORARY 5"t: CRAOINC EASEMENT TO BE COORf>IN"l[O 'MTH OWNERS 16' OF MIAMI CURB TO 8( INSTALLED 'MTH MINOA CR"OINC FOA ORl'-'tWAY ACCESS TO OF'l'"Sll[ PARCEL TAX PARCEL 24-37-14-28-0-A.01 OR 4874 PG 3812 --... --EXISTING WAlER W.N --SS --HISTING SANITARY SEWO -X-STORM -EXISTING J6" STORMWATER SEW'£R X2.'4 11•v--.... to1C119llco119·,JO"'Cotiu.t• o-o.10'Jl~ln.J...-TAX PARCEL 24-37-1-4-28-0-A.02 OR 4263 PG 3099 VZZZJ "'""'"""""'"'""" ~t-... LEGEND MATCH EXISTING GRADE PROPOSED ELEVATION EXISTING ELEVATION BENCHMARK FLOW DIRECTION WATER METER EXISTING .36" STORM PIPE 110V"-lbl,.,.,to1Dlipllca119"dO"Coti..-t.O-O.OJ!I lij Al f-31 ~ 1i -\·t-~ ;mi ~ +"J'Y • Ow GENERAL FILL NOTES: 1. STORM DRAIN PIPES SHALL HAVE 12" COVER AT ALL POINTS IN THE CUL-DE-SAC AND DRAINAGE EASEMENTS. 2. THE OUTFALL CULVERT GRADING SHOULD BLEND TO ACCESS TRAIL TO CAN AL AND MAINTAIN 12 INCHES OF COVER. PRELIMINARY NOT FOR CONSTRUCTION NOTE: CONTRACTOR TO CAREFULLY CHECK CLEARANCE BETWEEN SEWER ANO STORM DRAIN IN FIELD PRIOR TO STARTING STORM DRAIN WORK. STATIONING NOTE: INLET 3 AT STATION 6+24 OF ROAD ALIGNMENT EQUALS STARTING STATION 0+00 OF OUTFALL EASEMENT TOWARD MANHOLE 1 IJ ~ ~ ~ ~ .J wen ~ 0..1-(II .J 5 c: ~ <Ul.Jo ~r-uwLL:~ '"'il:>.J-CI:: .... w ii:<'° ~~~offi~ I.ti :!l: 0 ~ > ~ Cl., U Ulll~ N ~ ~~~!'.) lll .J ~ ~8~ c .J (II< ...., 00U U-ii CoddFile; O..t:l.A-'<11!-•IOOIODWO Soolo. AS NOTED ~ .. hlformMion """"'"" ~•y -'Y ... rJJ "" ~ ~~ ~ ~ rJJ ..., 0 ~ ~ ~..., <!'. ~ 0.. OH -~ ~ ~3 ..., ..., H <!'. ...... Or-~:::i 0. 0 0'-' zr-<r:Z z µl <!'. ~ ...lr/l ii.-< ~ C.A No.)()191 Pl!.So.:Mff Dnwi .. Number C-5 """"'"'' O+ 20.0o'fl"'----~----------1 -10.0:-.r.no CCNTERl.JNCOF"O:IST..iC SANITARYSEYl(R CONTRACTOR TO flCLO '.£RIFY OEPTH ANO RCPORT NCY FOIJNO COHfUCTS Vll!H SANITARY SEWER .\NO STORM OAAIN SYSTDIS TO (NCIN([R !MMEOIA1Il.Y. c 0 ._, 0 > Ql APPARENT SOUlli RIGHT-OF-WA'!' UNE Rl::;.~_TW~~E 20_0+ .()() .. VT .~ I I~ CCNTtRLl'IC OF EXISTING SANlTiY S£'11CA ~ ~ !J<>S"HC CRMJ< f"'" OF ru.-DE-S4C ~-I I CCNTOIL.N: OF ON< LAN£ I I I -CRN>f.___/ fr'!\ ~--;....I --------l -;---~ 15· HOPE PIPC OO VERIFY OEPTH Of" [XISTINC J-4 !? 6" WATER MAIN ANO RCPORT ANY FOUND CONFUCT'S Yo1TH STORM ORAIN PIPING SYSTCM CONTRACTOR TO FlElD V(Rf'Y DEPTH A.ND IID>OAT ol.NY FOLINO CONFUCT'S WITH SANITARY SEWER SYSTEM TO £NCINCEAU.IMCOIATELY. -10. .. • 10.00 M• M• CUL-DE-SAC STA 4-+-69 DRAINAGE EASMENT PRELIMINARY NOT FOR CONSTRUCTION N>f>AR(NT SOUTI-1 l'llCHT-OF"-WAY UNE APPARENT NOATH RIGHT-Of-WAY UNE 20.'ii:'l"f, I "~~ 10.~/ : I i y <~\~ -10.00 ~ \ i-10. o+too \ o~ .oo CENT£RUl'I[ or CKISTINC 2· WATER MAIN CONTRACTOR TO flEU> 'o'UllFY O(PTH AND REPORT ANY FClJNO CONFLICTS llUH WATER M41N ANO STORW OAAIN SVSTOIS TO ENCINEEAlliOilCOIATtlY . STA 0-+-50 APPARENT SOUTH RIQH-Of"-WAY LINE CEWTERUN£ Of' EXlSTINI SANITARY SCWEFI Al~~J.N_rw~~~ I IA1:ir~-TwW~ APPARENT NORTH A1(;HT-OF"-WAY Lf(I GENERAL FILL NOTI:So 1. STORM DRAIN PIPES SHALL HAVE 12M COVER AT ALL POINTS IN THE CUL-DE-SAC AND DRAINAGE EASEMENTS. APPARCNT NORTH RIGHT-OF-WAY LINE I 2. TH E 0 u T FA LL cu L v ER T GRADING SHOULO BLEND TO ACCESS TRAIL TO CANAL AND MAINTAIN 12 INCHES OF COVER. KEY NOTES· IEll J-2 ,_, ,_, ,_, APPROXlMATE "'OR™ SOUNOARY UNE Of' AICHT-Clr-WAY PROPOSCD !i.D· CONCRCTE Sl0£WAUC 1• AIBeON CIJR9 ON NORTH SIDE Of' AOAO STORMWATEA INLET eox PROPOSED "F" CURB (SCE Sl€ET C-9 rOR DETAILS) :;;r1 II I II I 0'f'!l l20'ii:i'"I I 0·"i bo.'ii:i'"I II I 0·~ ,_. ,_, J-8 ,_, ~ECT TO EXISTING ROADWAY CONCRETE '1.USl- I WITH ASPMAL.T STOP SAR SmPIHC (PER LATEST r.IUTCO) CROSSWM...K STRPINC (PER LATEST MUTCO) CENTERLINE OF' EXlSTING 2" WATER M#JN CONTRACTOR TO '1ELD Y[AIN DEPTH AHO R(P()Al ANY FOUND CONl'UCTS WITH SANITARY SEflEA ANO STORM OAAIN SYST'EMS TO ENCINE[A IMMEOIATELY STA 2-+-60 COU£RUN[ Of' [XlSTINC 4• WATER WAIN CONTf!ACTOA TO flELD -.t:RrN DEPTH OF EXISTING •• WATER MAIN AHO ACPORT ANY rouNO CONFLICTS 'MTH STOfllol OAAIN PIPINC SYSTDil ., CONTRACfOA TO '1ELD VERIFY DEPTH AND AEPOflT ANY rcuNO CONruCTS WITH SANITARY SEWER ANO STORM OAAIN SYSTEMS TO ENGINEER IMM!llrATElY CENTEAUNE OF EXISTING SANITARY S£WEA STA 4--t-.:30 CONTRACTOR TO RELO \'£AlrY OCPTH or EXISTING 4• WAT(A MAIN AND REPORT ANY ror.JNO CONl'UCTS 'MTW STOfl M ORAIN Pl"4G SYSJ£M CONTRACTOR TO nno ~lrY DEPTH ANO R£P()AT ANY fCUNO CCNF\JCTS WITH SANITARY SE'llER AHO STORM OA#JN SYSTEWS TO ENCINECA tWWEO!ATELY. CENTERUNE (JF EXlSTING SANITARY S(W[A STA 6-+-00 J-17 l-UI F NEEDED. LANOSCAPtNC TO 8E r.IOVEO ANO REPLACED TO RESOl8U PRC CONSTRUCTION COf<OTION OR PEA OTY RCOUIAOl£NTS. CONTftACTOR TO CRAOE ARClJNO ExtSTf.IG BUSl-IES AND TREES AS 1otUCH AS POSS18U RELOCATE ANO R(STORC f"ENCC AS NEEDED. CONTRACTOA TO RCPAJR ALL DRIVEWAYS (IN l<INO) WITHIN OAK LANE. CONTRACTOR TO RCl.. .OCATE ANO RESTORE DRIVEWAY AS NEEDED. ~~;ATER INLET eox WITH SUNTR([ YARD DRAINS 12" ADS PIP( WITH 8" P~ CONNECTION TO eox. (NOT A PART (JF THIS PLAN) Af>f>AOXlMATE SOUTH BOUNDARY LINE OF" AICHT-OF'-WAY CONTRACTOR TO RELOCATE WAT[A LINE AROUND PROPOSfD STOflW OR#JN FROr.1 Af>f>AOX. STA 4+50 TO STA 6+25. COCOA WATER PEAr.llT BY CONTRACTOfl. END OF PAOPOSEO SIDEWAt...K POlll£A F'CU"S ANO OVERHEAD lli lRE S TO 8E RCl.. .OCATEO AS N[EOEtl ANO COOAOINATEO WITH THE UTILITY QWN[A. HANDRAIL RECUIREO AT [AOl INLET ALONC SIDEWALIC. SEC SPECIAL f'ffOlllSIONS NOTE 112 fOfl COlolr.1£AOAL Aca:SS. NEW HOr.IE S£\llOI LATERALS 4..SO f"E!T DEEP AT PROPERTY LINE " IS~o ...., <"'"' -..i .J w en --l 0.. t-"' -l'l t,,j' ~ ~d~ Cl.; r-u LIJ -o -o--0:>.J-i::t; .... LIJ ii:~ 00 :":~ ::Oowoo ~::::~~>~ ci..;u um~"' ~ ~~~!'.! :<:: ~5w :i:: =>uo.. 0 .J"' <( -., OoU U-ii (>f.i:'--"" ' :! .... 101t.DWO AS NOTED cnwi,.11.r..-.. _.,. ...... .,. ....... .,. ... I-< ~ z < C/J Ul • z ~ 0 u.i 0 u.i Ul ~ 0 i:: ~>~ Q<:u ~~<!'. ~~~ ~ O..,..l 0 C/J <!'. ~p.. .QC/) 0.... 0 0 Q ~ ~ < > u 0 < ~ p.. C.A No J0111"7 PllN<>20'.st 0.-.•N'""bw C-6 ,,..,.. 7 APPROXIMATE NORTH RIGHT-OF-WAY +/-11'11'( .. l,ISl~TllC "'COl'OSIJOINT \_MATCH EXISTING GRADE -~------•W r ~ r S_10RM SEWER CURB INLET ''" RIGHTOFWAYWDTI-1 CENTERLINE OF ROADWAY PROPOSED GRADE AND PROFILE ALIGNMENT APPROXIMATE SOUTH RIGHT-OF-WAY+/-j I I I I I I I 1' RIBBON CURB I I I 1.5% ~ F CURB i=l--.. ~ PRELIMINARY NOT FOR CONSTRUCTION PROPOSED ROAD CROSS SECTION N.T.S. "'" COt< .. ACTOllT'OPllO\nOC S<OOI' Oll A•llCS PlllQll TO COflS lllUCTION'Olll FOOT TYPE C INLET SIDEWALK ALONG OAK LANE N.t.$. (SOUTH SIDE ONLY) . I MATCH EXISTING GRADE I ~~11.RBEO I AREA 3,IXlOPSI CONCRETE SIDEWALK •• THO< I ;~i;,,\'"'r.,:.r-r.:·:;;; .. ··...-<1·.'...-·.?l :~"""""'·~~:.~. · ·,.·., _· ·· .. ·· ·· ·· ·· ·· ::::.-si~'\::~ro I T-1to; Pll<WCO "[i~i~g~z.;:r;Dt [ .. Tiii •OTH M.•,.lullU"Df .. Slll(NO UMl>Cll TOI.CUN<:[) (.USHTOT-180) PROPOSED PAVEMENT SECTION 0·-rc•< _l_ •" l,000 PSI !.,r ... ·:.:.,··.-.·:.:.·:.-.:;·: ... ·:.-.·::r'°"'"(Tf: I 'l;!!IF.'l!ln'Mii ":r~%1~~~11"~t11'Zn (HOTE.IO I NISl'ACINC) S_l_DEWALK DETAIL -~-· ·-r~r:--~--: I ,.,rz ~-~ I ~~".'.'"-__ _ .. ~.. -; \ I I '------"'------PROPOSED ROAD CROSS SECTION \j ~ ~ ~ """' :5wcn ..... D. ti:l ~ ~~.lo i:i.:r-uwu.-~ ·"'a:> ..J -Q::; -w ii:<( 00 ~~~cffi~ t..i !:'. o~ >~ ci..uu~~N ~ ~ :i <( !'.! ~ ~5~ ::x:: :i u D. C) ..JN<( ._, 00U U-ii Co&! Filo O.U LANI! •IOHh.DWO s.:.!1 AS NOTED Dr-'io&h1forrnooti• _.,, """""..,. 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"S 1 T OllQve & G1 00'.'e .IOiill Tn MAlrll Ri<",f!( 8 CITY TO PROVIDE STOP SIGN AND STREET NAME SIGN :: m·~ · --i:-.:::~~ r ;1 ... ---=Sl.11' BASE IWD FOOTING OETAIL f1«>11-Ft~t!eCol..,...J MANHOLES Size Area 36x36 7.46 SF ''<"1 ·--··-·:· , :;:;::~:!''#,:, • ~ 1 ~;,~:,:;" :.-:-:~~-~· .. ---ofl·AIL'k ;:-EJ I PRELIMINARY 1 NOT FOR CONSTRUCTION SIGNS & MARKINGS v ~ ~ ;5 ~ 0 o(NN JLIJC!l a. I-N -('l t...j ~VlJo i:i.; u -11. <r l;; a:~J8 ca::;;~Q:~cli ~"' ::i:Ow~ i,i..i~o:q;:: Q.,,uu~zN -...: ~ ::i < !'.! m Ju ~ ::l:QLIJ ..... ::i () a. C:, JN<( ..., 0 0 () () -ii C..WF"1"'1nfomwi.., Q,\o;l-'INI! OJl<>ll Lh.PW<I AS NOTED !--< ~ Ul ~ ~ 6 (/J ...l ~ ~ ~I).; ...l ~ ~ 0.. 0 .... ~ ~ C-9 0nwi,... 1l (/J ...l ~ Ul Cl ~ (/J 1111 1 August 4, 2016 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpek.arpe@gmail.com Rooi Flowe ronifiowe@gmail.com Office Manager Celt Phone: 321-403-9899 TO: Josh Suprenant; Jeff Ratliff; Gustavo Vergara; File FROM: John A. Pekar, PE SUBJECT: City Storm.water Runoff Evaluation on Select Projects At approximately 3:30 p.m. on August 4, 2016, Cape Canaveral received its first significant rainfall in over a month. Approximately 1.4" of rain fell over the next hour with varying amounts of storm.water ground percolation and direct storm.water runoff. A City inspection of rainfall impacts for current ongoing projects was made throughout the storm with photographs taken. The following comments reflect key observations for the selected projects: Putting Green at Banana River Park (Completed Project): Observations at both the beginning and end of the rainfall showed a high rate of percolation into the ground. The putting green was playable immediately following the end of the rainfall. Storm water Runoff Evaluation August 4, 2016 North Parking Lot at Banana River Park (Project 90% Complete): Page 2 Stormwater runoff was directed per the plans off the asphalt parking surface into the north and south retention basins. No standing rainfall runoff was observed in either basin with high percolation noted. At the original concrete handicap spaces, stormwater runoff was directed first towards the center crown of the parking lot (about 2'-3') from the concrete edge of the handicap spaces and then turned by the new parking lot grades to the west and then south into the south retention basin. The overall storm runoff from the new parking lot was in conformance to the plans. Some minor erosion was noted along the bank slopes of the retention basins, as sod has not yet been placed. Hand raking should be able to repair these areas. Storm water Runoff Evaluation August 4, 2016 North Atlantic Ave. Streetscaping (Project Scheduled for October Completion): Page3 Stormwater runoff followed historic patterns with the roadway being the high point, and directing runoff both east and west. Several of the bio swales were filled to 75% -90% capacity with the 1.4" rainfall in one hour. (No flooding ofN. Atlantic Ave. occurred). The bio swales do need to be graded and landscaped. At the end of the rainfall, the bio swales had percolated about 50% of their stored stromwater. Storm water Runoff Evaluation August 4, 2016 Page4 Storm water Runoff Evaluation August 4, 2016 Oak Lane (Approximately 90% Design Complete; No Construction Yet): Page 5 Natural stormwater runoff patterns were observed with stormwater sheet flowing from east to west. At the existing cul-de-sac stormwater was crossing the street to the south. (This is where a catch basin will be on the south.) Photos taken will support the design package. Storm water Runoff Evaluation August 4, 2016 West Central Ave. (From SR AlA to Thurm Blvd.): Page 6 This existing road segment of Wet Central Ave. had stormwater well out into the travel lanes from both segments of the divided highway. Drainage is very poor in this segment of the roadway. Sincerely, John A. Pekar, P.E. JAP:rmf August 25, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 Jeff Ratliff; Todd Morley John A. Pekar, PE Oak Lane Drainage Outfall Meeting with Don Haynes On August 25, 2016, the City met with Don Haynes at Oak Lane to review the potential for obtaining a ten foot (10') expansion of the existing twenty foot (20') easement. Persons in attendance included: Jeff Ratliff John A. Pekar, PE Don Haynes (321-604-1209) Michael A. Christopher (321-288-4111) Don presented several ideas for his possible development of the 3.5 acres(+/-). Although zoned C-1, residential housing could be constructed. One idea included two apartment buildings with site amenities and a detention system. Another "rough idea" included a roadway along the east side of the Canaveral Drainageway to the Port. Sale to the City was another suggestion by Don (his initial thought was slightly over $1M). Don noted he has given the City the 20' easement for no cost, but might consider a fee for an additional 10' of easement from the City. (This would be by appraisal). A win-win discussion centered around a shared use with the City having a stormwater park and Don having his development, sharing use of the drainage. It was agreed to have all parties go back and consider alternatives for a future meeting to be scheduled. Page 2 August 25, 2016 Oak Lane Mtg. with Don Haynes The City plans can be completed for Oak Lane using the existing (very tight) 20' easement, but construction will be more difficult. The outfall for Oak Lane can be modified fairly quickly if a program is accepted with Don Haynes. Sincerely, John A. Pekar, P.E. JAP:rmf 111 1 August 25, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil EnginHring/Consuhing 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Celi Phone: 321-403-9899 Brandon Shugart John A. Pekar, PE Oak Lane Drainage Outfall Meeting with Don Haynes Our meeting with the Oak Lane outfall property did not have any final answers. We need to fit our concrete pipe outfall line in the 20 ' easement. I think a 6" water line is in this 20 ' easement coming from the northern subdivision to the fire hydrant (looks like it's on your special purpose survey). I am adding a few more special provisions and will send you a copy Tuesday for incorporation into your drawings. Hopefully we can complete this project soon. Sincerely, John A. Pekar, P.E. JAP:rmf August 25, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil EnglnHrlng/Con5uhlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 Jeff Ratliff; Todd Morley John A. Pekar, PE Oak Lane Drainage Outfall Meeting with Don Haynes On August 25, 2016, the City met with Don Haynes at Oak Lane to review the potential for obtaining a ten foot (10 ') expansion of the existing twenty foot (20') easement. Persons in attendance included: Jeff Ratliff John A. Pekar, PE Don Haynes (321 -604-1209) Michael A. Christopher (321 -288-4111) Don presented several ideas for his possible development of the 3.5 acres(+/-). Although zoned C-1, residential housing could be constructed. One idea included two apartment buildings with site amenities and a detention system. Another "rough idea" included a roadway along the east side of the Canaveral Drainageway to the Port. Sale to the City was another suggestion by Don (his initial thought was slightly over $1 M). Don noted he has given the City the 20' easement for no cost, but might consider a fee for an additional 10' of easement from the City. (This would be by appraisal). A win-win discussion centered around a shared use with the City having a stormwater park and Don having his development, sharing use of the drainage. It was agreed to have all parties go back and consider alternatives for a future meeting to be scheduled. Page 2 August 25, 2016 Oak Lane Mtg. with Don Haynes The City plans can be completed for Oak Lane using the existing (very tight) 20' easement, but construction will be more difficult. The outfall for Oak Lane can be modified fairly quickly if a program is accepted with Don Haynes. Sincerely, John A . Pekar, P.E. JAP:rmf Gmail Oak Lane 1 message John Pekar <johnpekarpe@gmail.com> John Pekar <johnpekarpe@gmail.com> Tue, Aug 9, 2016 at 10:44 AM To: Brandon Shugart <Surveyor7009@imecivil.com>, Brandon Shugart <brandon.shugart@gmail.com> Brandon: I know you are super busy but we need to get our red lines for Oak Lane finished. I am sending you some Oak Lane pictures taken last weekend (approximately 1.2" rain in one hour). Also sent you a check for 100% survey work ($100) and ($765) towards the design. John A. Pekar, PE Managing Member John A. Pekar, PE, LLC 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 (321) 613-2959 ofc (321) 288-1040 cell johnpekarpe@gmail.com ~ After Heavy Rain.docx 672K JOHN A. PEKAR, P.E., LLC Civil EnglnHrlng/Consultlng 102 Columbia Drive uit 207 Cape Canaveral FL 32920 Offic Pltone: 321-613-2959 Cell Pl1oue: 321-288-1040 job.npekarpe@grnail.com Rooi Flow• roniflowe@gmail.com Office Manager CeU Phone: 321-403-9899 April 27, 2016 TO: Brandon Shugart FROM: John A. Pekar, PE SUBJECT: Proposed Construction Drawing Package for Oak Lane • Cover Sheet (JAP will sendjpg's). • Plan & Profile 1"-20' 24x36 • Outfall Profile (TBD) 24x36 Storm drain line to Canal (2 or 3 manholes) • Cross Section about 8 cross sections (some sections at new driveways) • Typical Section o Roadway cross section o Inlet boxes (2), Type C FDOT (with Suntree Tech cub inlet baskets) o Sidewalk, 5 ' (3000 psi) o Solar Lights (3), get from Ridgewood plans o Manholes (for outfall drainage) o Signs/Markings (i.e., stop sign, dead end street) o Cul-de-sac? o Re-use line (maybe show on Plan & Profile) • Landscaping (may not include) 24x36 for City to mark up for their use. • Erosion Control Sincerely, IL.~'- John A. Pekar, P .E. JAP:rmf John Pekar From: Sent: Manning, Jason [JManning@ardaman.com] Thursday, April 21 , 2016 10:09 AM To: John Pekar Subject: Oak Lane Borings John, Just a heads up that we may be drilling the borings at Oak Lane tomorrow some time. We will confirm with you later today or first thing tomorrow morning. Jason P. Manning, P.E. Branch Manager Ardaman & Associates, Inc. 1300 N. Cocoa Boulevard Cocoa, Florida 32922 Ph. (321) 632-2503 Fax. (321) 636-4657 jmanning@ardaman.com 1 11 1 August 25, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Clvi I Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 Brandon Shugart John A. Pekar, PE Oak Lane Drainage Outfall Meeting with Don Haynes Our meeting with the Oak Lane outfall property did not have any final answers. We need to fit our concrete pipe outfall line in the 20' easement. I think a 6" water line is in this 20' easement coming from the northern subdivision to the fire hydrant (looks like it's on your special purpose survey). I am adding a few more special provisions and will send you a copy Tuesday for incorporation into your drawings. Hopefully we can complete this project soon. Sincerely, John A. Pekar, P.E. JAP:rmf 5/4/2016 Gmail Oak Lane 1 message Jon Shepherd <jshep@cfl.rr.com> Gmail -Oak Lane To: johnpekarpe@gmail.com, Roni Flowe <roniflowe@gmail.com> Roni Flowe <roniflowe@gmail.com> Wed , May 4, 2016 at 10:51 AM Hi John -I'm sorry I've been dragging my feet on this. Please see attached. I'll call you in a few. Thanks Jon Jon H. Shepherd, MS, PWS ~ ATfANTIC E VIRONMENTALSOLUT IONS ENVIRONMENTAL PERMITTING & MITIGATION 657 Montreal Avenue Melbourne, Florida 32935 Phone: 321-676-1505 Cell: 321-302-2662 Fax: 321-676-1730 Check out our new website! www.environmentalpermitting.com • Virus-free. www.avast.com Oak Lane Cape Canaveral Environmental Assessment Report.pdf 3013K https://mail.google.com/mail/u/1/?ui=2&ik=f5cb0bfe73&view=pt&search=inbox&th=1547c40744143874&siml=1547c40744143874 1676EA.Rpt ENVIRONMENTALSOLUTIONS ENVIRONMENTAL PERMITTING & MITIGATION ENVIRONMENTAL ASSESSMENT On Oak Lane Cape Canaveral Property +/-1.58 acres Parcel Identification Number: 24-37-14-28-00000.0-000A.01 Cape canaveral, Florida Conducted for: Mr. John A. Pekar, PE John A. Pekar, PE, LLC 102 Columbia Drive, Suite 207 cape Canaveral, Florida 32920 Conducted by: Atlantic Environmental Solutions, Inc. 657 Montreal Avenue Melbourne, Florida 32935 May 3, 2016 657 Montreal Avenue • Melbourne, Fl 32935 ph 321.676.1505 •fax 321.676.1730 • www.environmentalpennitting.com A&t c ENVIRDNMENTALSOLUTIONS ENVIRONMENTAL PERMITTING & MITIGATION May 3, 2016 Mr. John A. Pekar, PE John A. Pekar, PE, LLC 102 Columbia Drive, Suite 207 Cape Canaveral, Florida 32920 Re: Environmental Assessment 657 Montreal Avenue • Melbourne, FL 32935 ph 321.676.1505 •fax 321.676.1730 Parcel Identification No. 24-37-14-28-00000.0-000A.01 (Northern Portion) Oak Lane, Cape Canaveral, Florida 32920 AES File No. 1676 Dear Mr. Pekar: Atlantic Environmental Solutions, Inc. (AES) has completed an environmental assessment and feasibility study of the above-referenced property, approximately 1.58 acres located at the western most end of Oak Lane in Cape Canaveral, Brevard County, Florida (Figures 1 and 2). The field assessment of this parcel, hereinafter referred to as "the Property", occurred on April 22, 2016. This study is intended to assess any reasonably ascertainable environmental issues that might have an affect on the developability of the subject property. Following are the results of our study. Topography and Soils Figure 3 shows the USGS Topographical Map . for the Property and surrounding areas. According to this map, the Property is generally flat. The U.S. Department of Agriculture's Natural Resources Conservation Service (NRCS) map for Brevard County (Figure 4) depicts two soil types underlying the Property. Following is a description of each mapped soil type as they occur in a natural environment. Canaveral-Anclote complex (9) This soil type is a mixture of Canaveral sand and Anclote sand. The Canaveral component makes up 60 percent of the map unit. This component is on dunes on marine terraces on coastal plains, ridges on marine terraces on coastal plains. The parent material consists of sandy marine deposits. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 23 inches during June, July, August, September, October, November. The Anclote component makes up 30 percent of the map unit. This component is on flats on marine terraces on coastal plains. The parent material consists of sandy marine deposits. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 3 inches during June, July, August, September, October. 1676EA.Rpt www.environmentalpermitting.com Hilolo fine sand C 46) This soil is comprised of both the hydric and non-hydric components of Hilo fine sand. This component is on flats on marine terraces, coastal plains. The parent material consists of sandy and loamy marine deposits. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 6 inches during June, July, August, and September. This soil meets hydric criteria. Past development and human activity surrounding and within the Property appears to have altered some of the characteristics possessed by the underlying soils. However, in general, the soils underlying the Property appear consistent with the above descriptions. Vegetation and Community Types Different combinations of natural and human-influenced factors, such as surface elevation, hydrology, vegetative species and structure, soil characteristics, and degree and type of historical disturbance, will give rise to a variety of distinct ecological systems and functions, known as communities and land uses. The Florida Land Use, Cover, and Forms Classification System (FLUCFCS) organizes most of the major categories of communities and land uses into particular descriptions, each corresponding to a different code number. Using our field observations and the FLUCFCS system as a guideline, AES has identified the on-site communities as they currently exist on the Property. Figure 5 depicts the locations and associated code numbers of the on-site FLUCFCS categories, specifically, Brazilian pepper (FLUCFCS Code Number 422) and Exotic Wetland Hardwoods (619). Following is a description of the classifications along with an assessment of the jurisdictional wetland status based on the rules and regulations of the St. Johns River Water Management District (SJRWMD) and the U.S. Army Corps of Engineers (USACE). Brazilian pepper C 422) This land use classification defines approximately 1.01 acres of uplands located within the eastern two-thirds of the Property. This upland area is vegetated by dense Brazilian pepper interspersed with scattered cabbage palm and live oak. Exotic Wetland Hardwoods (619) Two separate wetland areas make up this Exotic Wetland Hardwood community type, totaling +/- 0.57 acre. The first wetland area, +/-0.46 acres, is located along the western property boundary and is, more or less, connected to the Banana River via an off-site canal. Vegetation within this larger wetland area is dominated by Brazilian pepper with very small amounts of cabbage palm, Carolina willow, saltbush, broomsedge, and cattail. A second, isolated wetland area encompasses +/-0.11 acre and is centrally located within the eastern two-thirds of the site. This wetland is dominated by a monoculture of Brazilian pepper. SJRWMD and USACE will assert jurisdiction over both of these wetlands. Permits will be required for any wetland impacts; however, mitigation will likely only be required for impacts to the larger, westernmost wetland due to its connection to Waters of the State and its size (i.e. total size of wetland is over 0.50 acres, including off-site portion to the south). Proposed 1667EA.Rpt impacts to the smaller, isolated on-site wetland could potentially require mitigation through USACE. However, due to its small size, it is very probable that USACE will require no mitigation for impacts to this low quality wetland. Habitat Potential for Protected Wildlife Species A preliminary survey for listed species and suitable listed species habitats was completed on the Property. This survey determined that the Property does not provide suitable habitat for any listed species that typically dwells in east central Florida. Therefore, no further action should be necessary regarding any listed species. Summarv The results of our survey indicate that the Property contains +/-1.01 acres of uplands and +/- 0.57 acre of wetlands. Following is a brief discussion of each protected natural resource on the site, along with any permitting and mitigation requirements that may need to be addressed prior to site development. Wetlands All of the on-site wetlands will be claimed as jurisdictional by SJRWMD and USACE. Wetlands, including those located on the Property, are protected by state, federal, and/or local government rules against impacts from development. Should development be proposed which would affect these natural resources, permits authorizing these impacts would be needed, and mitigation for alterations to the larger 0.46- acre wetland will be required by SJRWMD and USACE. In AES's opinion, it is unlikely that either agency will require any mitigation for the smaller, more centrally located wetland. Following is a general discussion of mitigation alternatives that may be applicable to the wetland proposed to be impacted by development of the Property. Prior to impacting a wetland on a particular piece of property, it is required that all efforts have been made to eliminate wetland impacts. If elimination of wetland impacts is not practicable, it is then required that site development alternatives are considered that reduce wetland impacts. This elimination and reduction exercise will be required should impacts to wetlands be proposed on the Property. Once it has been determined that all reasonable efforts have been made to reduce wetland impacts, the wetland regulatory agencies will consider compensation for wetland impacts through compensatory mitigation. Although mitigation can take on many forms, mitigation usually consists of restoration, enhancement, creation, or preservation of wetlands, other surface waters, or uplands. However, the federal government (i.e. USACE) will not accept straight preservation (of wetlands or . uplands) as a valid form of mitigation; some form of wetland improvement (enhancement, restoration, or creation) must be provided. With this having been said, USACE has been requiring mitigation to be done by purchasing credits at a mitigation bank in most instances. 1667EA.Rpt The amount of compensatory mitigation required is determined by the amount of biological lift needed to offset the proposed impacts. The quantity of biological lift required is dependent on the acreage of proposed wetland impact, the location and landscape support of the proposed impact site, the habitat value of the proposed impact site, the functionality of the proposed impact site, as well as the vegetative and hydrologic quality of wetlands proposed for impact. To determine the amount of biological lift provided by a mitigation site, an applicant must take into account all of the above criteria, as the mitigation site exists prior to mitigation action, and determine how the proposed mitigation action will biologically improve the mitigation site. If the biological lift provided by completing the mitigation action outweighs the biological loss incurred by the proposed impact, the regulatory agencies are expected to permit the proposed project. As for this particular site, SJRWMD and USACE will require that efforts be made to reduce wetland impacts to the greatest extent possible. Once such efforts have been made and proven to the regulatory agencies, an applicant can then propose impacts to wetlands in conjunction with providing compensatory mitigation for such impacts. With this having been said, AES does not believe that either agency will require mitigation for impacts to the smaller, isolated central wetland. Conclusions AES determined that the Property supports +/-1.01 acres of uplands and two separate wetlands totaling +/-0.57 acre. SJRWMD and USACE should allow for wetland impacts authorized by the acquisition of permits and potentially the provision of compensatory mitigation. With this having been said, should the more central, smaller wetland be determined to be near the 0.10-acre threshold upon delineation and surveying the wetland line, AES believes that neither regulatory agency will require mitigation for impacts to this wetland, although the acquisition of permits will still be required. As the next step in the development process as it relates to environmental issues, AES recommends delineating the on-site wetland lines, acquiring approval of these lines from the regulatory agencies, and then surveying the lines to determine the exact location and acreage of the on-site wetlands. Subsequently, one could determine the area needed for development of this parcel and, with this information, AES could determine potential wetland mitigation costs associated with this development. Should you have any questions or need additional information, please do not hesitate to contact our office. We look forward to working further with you on this project. Sincerely, David G. Purkerson, MS, PWS Senior Ecologist 1667EA.Rpt Jon H. Shepherd, MS, PWS President/Ecologist PEW R ... 0 B n n R B Cape Canaveral II II Project Boundary Cor.o a ch wy '•' : N Sou"~' E,,;, H~E, D•L<"m•, USGS, lote~ap, locremeol Pw4~. Esri Japan, METI, Bsri €hina (Hong Kong), Esri (Thailan~). Mapmylnr5a, © OpenStreetMap C0ntributors, and the GIS User Community Project: Oak Lane Cape Canaveral Figure 1: Location Map ~-ATLANTIC 0 0.5 1 2 --=:::::iilllc:::::::::m _____ Miles Brevard County, Florida ENVIRONMENTALSOLUTIONS ENVIRONMENTAL PERMITTING & MITIGATION AES Proj #: 1676 Project: Oak Lane Cape Canaveral Figure 2: Aerial Map 0 50 100 200 •c::::::::m•=••••-Feet 2015 Aerial, Brevard County, Florida II ll Project Boundary Streets ENVIRONMENTAL PERMITTING & MITIGATION AES Proj #: 1676 / • .·· r-.. ---~~-~----........... I I B"';\,J7 \ . -l _ . ·-__ j J .+ -J~-~,~ 1· --, • I , __ _,,,,,.... _____ -· ... . -1 .f ,. l I • • · --~ -· - -J I I \ ; / 1' J l 1 1 ,1 ,1 I 1 1l\U:::I ==;.~II _ (..!. • ~· I • ·---"-...J.-------1 I fl i (~ I r' ( ·-·~--_,... Project: Oak Lane Cape Canaveral Figure 3: USGS Topo Map 0 250 500 1,000 -::::::::1-====----Feet Cape Canaveral Quadrangle, Brevard County, Florida • :I I I I I ( I .. -11 I (1 /1 (} " d fl /l//I/! .,,.-~~~I ..... l ( 1' Ii ,1 J I BM ,.' j1s L1 I I I f .i i' • ·.-· I ,. / I I I I 1' I I uu,, -- (" I t J ' f // .... ENVIRONMENTALSOLUTIDNS ENVIRONMENTAL PERMITTING & MITIGATION AES Proj #: 1676 Project: Oak Lane Cape Canaveral Figure 4: NRCS Soils Map 0 25 50 100 _c::_c:: ____ Feet 2015 Aerial, Brevard County, Florida IC:] Project Boundary I I 9. Canaveral -Anclote complex -46. Hilolo fine sand Streets ENVIRONMENTAL PERMITTING & MITIGATION AES Proj #: 1676 Project: Oak Lane Cape Canaveral Figure 5: Land Use (FLUCFCS) Map 0 25 50 100 -Feet 2015 Aerial, Brevard County, Florida ,....____., Project Boundary -Brazilian pepper Exotic Wetland Hardwoods ENVIRONMENTAL PERMITTING & MITIGATION AES Proj #: 1676 5/5/2016 Gmail FW: Report 16-5219 1 message Manning, Jason <JManning@ardaman.com> To: John Pekar <johnpekarpe@gmail.com> John, Gmail -FW: Report 16-5219 John Pekar <johnpekarpe@gmail.com> Wed, May 4, 2016 at 1:34 PM Here is the geotechnical report for the Oak Lane Paving project. We are also mailing you hard copies of the report. Thank you. Jason P. Manning, P.E. Branch Manager Ardaman & Associates, Inc. 1300 N. Cocoa Boulevard Cocoa, Florida 32922 Ph. (321) 632-2503 Fax. (321) 636-4657 jmanning@ardaman.com From: Herman, Lisa Sent: Wednesday, May 04, 2016 12:10 PM To: Manning, Jason <JManning@ardaman.com> Subject: Report 16-5219 Please see attached. Thank you, Lisa J. Herman Branch Administrator https://mail.google.com/mail/u/O/?ui=2&ik=ccd1e79234&view=pt&search=inbox&th=1547cd5aed8dab33&siml=1547cd5aed8dab33 1/2 Subsurface Soil Exploration and Geotechnical Engineering Evaluation Oak Lane Paving Cape Canaveral, Florida .... Ardaman & Associates, Inc. OFFICES Orlando -8008 S. Orange Avenue, Orlando Florida 32809 -Phone (407) 855-3860 Alexandria -3609 Mac Lee Drive, Alexandria, Louisiana 71302 -Phone (318) 443-2888 Bartow-1525 Centennial Drive, Bartow, Florida 33830 -Phone (863) 533-0858 Baton Rouge -316 Highlandia Drive, Baton Rouge, Louisiana 70884 -Phone (225) 752-4790 Cocoa -1300 N. Cocoa Blvd., Cocoa, Florida 32922 -Phone (321) 632-2503 Fort Myers -9970 Bavaria Road, Fort Myers, Florida 33913 -Phone (239) 768-6600 Miami -2608 W. 841h Street, Hialeah, Florida 33016 -Phone (305) 825-2683 Monroe -1122 Hayes Street, West Monroe, Louisiana 71292 -Phone (318) 387-4103 New Orleans -1305 Distributors Row, Suite I, Jefferson, Louisiana 70123 -Phone (504) 835-2593 Port St. Lucie -460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986 -Phone (772) 878-0072 Sarasota -78 Sarasota Center Blvd., Sarasota, Florida 34240-Phone (941) 922-3526 Shreveport -7222 Greenwood Road, Shreveport, Louisiana 71119 -Phone (318) 636-3673 Tallahassee -3175 West Tharpe Street, Tallahassee, Florida 32303 -Phone (850) 576-6131 Tampa -3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619-Phone (813) 620-3389 West Palm Beach-2200 North Florida Mango Road, Suite 101, West Palm Beach, Florida 33409-Phone (561) 687-8200 MEMBERS: A.S.F.E. American Concrete Institute ASTM International Florida Institute of Consulting Engineers _. 'W Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Mr. John Pekar, P.E. 102 Columbia Drive, Suite 207 Cape Canaveral, Florida 32920 Subject: Subsurface Soil Exploration and Geotechnical Engineering Evaluation Oak Lane Paving Cape Canaveral, Florida Dear Mr. Pekar: May 4, 2016 File No. 16-23-5219 As requested and authorized by you, we have completed a shallow subsurface soil exploration for the subject project. The purposes of performing this exploration were to evaluate the general subsurface conditions within the roadway area to be paved and to provide recommendations for site preparation and pavement construction. In addition, we have estimated the normal seasonal high groundwater level at the boring locations. This report documents our findings and presents our engineering recommendations. SITE LOCATION AND SITE DESCRIPTION The project site is the existing right-of-way areas of Oak Lane from the intersection with N. Atlantic Avenue on the east to an area approximately 730 feet west of the intersection. In addition, the project area includes an undeveloped area located immediately northwest of Oak Lane. The project area is located in Cape Canaveral, Florida (Section 14, Township 24 South, Range 37 East). The subject portion of Oak Lane where our field exploration was performed is currently a dirt road. A few businesses and single-family residences are located along the road. The portion of the project site located northwest of Oak Lane is undeveloped, sparsely wooded, and vegetated with brush. Based on information provided by Mr. Pekar, Oak Lane is proposed to be paved with asphaltic concrete. Grading plans are not complete at this time, therefore we have assumed that less than 2 feet of fill is required to raise the roadway area to final elevations. If the actual fill height exceeds our assumption, then the recommendations in this report may not be valid. 1300 N. Cocoa Boulevard, Cocoa, FL 32922 Phone (321) 632-2503 FAX (321) 636-4657 Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port Charlotte, Port St. Lucie, Sarasota, Tallahassee, Tampa, West Palm Beach ·oak Lane Paving File No. 16-23-5219 REVIEW OF SOIL SURVEY MAPS -2- Based on the 1974 Soil Survey for Brevard County, Florida, as prepared by the U.S. Department of Agriculture Soil Conservation Service, the project site is located in an area mapped as the "Palm Beach sand" soil series on the east portion of the site and the "Parkwood fine sand, moderately fine subsoil variant" and "Canaveral complex, gently undulating" soil series on the west portion of the site. A description of these soil types, as obtained from the Soil Survey, is provided below. Palm Beach sand (Pb): Palm Beach sand is a nearly level and gently sloping excessively drained soil on dunelike ridges that roughly parallel the Atlantic Ocean. It consists of mixed sand and shell fragments. The water table is at a depth of more than 10 feet. Parkwood fine sand, moderately fine subsoil variant (Pk): Parkwood fine sand, moderately fine subsoil variant is a nearly level, poorly drained soil that has a loamy subsoil. It is in hammocks that border streams, poorly defined drainageways, and depressions. In a representative profile the top 7 inches consists of sand and loamy sand and the subsoil extending to 30 inches is sandy clay loam. Loamy sand and sand then extend to a depth of 65 inches. The water table is generally at a depth of 10 to 30 inches. During wet periods, it is within a depth of 10 inches for as long as 2 to 4 months. This soil is flooded for 7 days to 1 month once in 1 to 5 years. Canaveral complex, gently undulating (Ca): Canaveral complex, gently undulating consists of nearly level and gently sloping soils that are mixtures of sand and shell fragments. It is along the Atlantic Coast on narrow ridges interspersed with parallel narrow sloughs. The water table is between depths of 10 and 40 inches for 2 to 4 months a year. In dry seasons it is below a depth of 60 inches. FIELD EXPLORATION PROGRAM The field exploration program included performing three auger borings (AB-1 through AB-3) in the portion of Oak Lane to be paved and three auger borings (AB-4 through AB-6) in the area to the northwest for informational purposes only. They were drilled using a 3-inch diameter, hand-held bucket auger to depths ranging from 4.5 to 6 feet below the ground surface. Representative soil samples were recovered from the auger borings and transported to our laboratory for further analysis. The groundwater level at each of the boring locations was measured during drilling. Upon completion, the borings were backfilled with soil cuttings. The approximate locations of the borings are schematically illustrated on an aerial photograph plan shown on Figure 1. These locations were determined in the field by wheel ·oak Lane Paving File No. 16-23-5219 -3- measuring/estimating distances from existing site features and should be considered accurate only to the degree implied by the method of measurement used. LABORATORY PROGRAM Representative soil samples obtained during our field sampling operation were packaged and transferred to our laboratory for further visual examination and classification. The soil samples were visually classified in general accordance with the Unified Soil Classification System (ASTM D-2488). The resulting soil descriptions are shown on the soil boring profiles presented on Figure 2. GENERAL SUBSURFACE CONDITIONS General Soil Profile The results of the field exploration and laboratory programs are graphically summarized on the soil boring profiles presented on Figure 2. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. The results of the borings indicate the presence of primarily fine sand (Unified Soil Classification SP) from existing ground surface to the termination depth of the deepest boring, 6 feet below ground surface. In addition, silty fine sand (SM) was encountered in Borings AB-3 and AB-6 at depths ranging from 1.6 to 2.5 feet below ground surface, organic topsoil was encountered at the surface in Borings AB-4 through AB-6, and what appeared to be cemented sand (possibly a soil cement base) was encountered in Boring AB-3 from approximately 0.2 to 1.2 feet below existing ground surface. Various amounts of gravel, limerock, and shell were encountered in the soil samples collected from the borings. The above soil profile is outlined in general terms only. Please refer to Figure 2 for soil profile details. Groundwater Level The groundwater level was measured in the boreholes on the day drilled. As shown on Figure 2 groundwater was encountered at depths that ranged from 1.6 to 5.9 feet below the existing ground surface on the date indicated. Fluctuations in groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. NORMAL SEASONAL HIGH GROUNDWATER LEVEL The normal seasonal high groundwater level each year is the level in the August-September period at the end of the rainy season during a year of normal (average) rainfall. The water table elevations associated with a higher than normal rainfall and in the extreme case, flood, would be 'Oak Lane Paving File No. 16-23-5219 -4- higher to much higher than the normal seasonal high groundwater level. The normal high water levels would more approximate the normal seasonal high groundwater levels. The seasonal high groundwater level is affected by a number of factors. The drainage characteristics of the soils, the land surface elevation, relief points such as drainage ditches, lakes, rivers, swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. In addition to evaluating the conditions above, we have reviewed annual precipitation data available from the Melbourne Office of the National Weather Service. Based on this data, the annual rainfall to date in Brevard County is approximately 14.3 inches, which is approximately 4.6 inches above normal for this time of year. Based on our interpretation of the site conditions using our boring logs, we estimate the normal seasonal high groundwater level at the boring locations to be approximately 1.5 to 2 feet above the groundwater levels measured at the time of our field exploration. This indicates that the groundwater level may rise above the existing ground surface in the areas of Borings AB-4 through AB-6. The level to which the water level will rise above the ground surface should be determined by the project drainage engineer. ENGINEERING EVALUATION AND RECOMMENDATIONS General The results of our exploration indicate that, with proper site preparation as recommended in this report, the existing soils encountered in Borings AB-1 through AB-3 are suitable for construction of the proposed flexible pavement. The following are our recommendations for overall site preparation and pavement construction which we feel are best suited for the proposed roadway and existing soil conditions. The recommendations are made as a guide for the design engineer, parts of which should be incorporated into the project's specifications. Stripping and Grubbing The "footprint" of the proposed roadway, plus a minimum margin of 3 feet, should be stripped of all surface vegetation, stumps, debris, organic topsoil or other deleterious materials, as encountered. We recommend that the cemented sand (possible soil cement base material) encountered at the location of Boring AB-3 be removed in its entirety from the roadway area prior to construction of the new pavement section. Buried utilities should be removed or plugged to eliminate conduits into which surrounding soils could erode. After stripping, the site should be grubbed or root-raked such that roots with a diameter greater than~ inch, stumps, or small roots in a dense state, are completely removed. The actual depth(s) of stripping and grubbing must be determined by visual observation and judgment during the earthwork operation. ·oak Lane Paving File No. 16-23-5219 -5- All existing foundations, slabs, asphalt, and any other underground structures should be removed from the proposed construction area. If pipes or any collapsible or leak prone utilities are not removed or completely filled (with grout or concrete), they might serve as conduits for subsurface erosion resulting in excessive settlements. Over-excavated areas resulting from the removal of underground structures and unsuitable materials should be backfilled in accordance with the fill soils section of this report. It has been our experience that soils surrounding existing buildings sometimes contain pockets of construction debris or other deleterious materials requiring removal and replacement with compacted clean fine sands. Therefore, we strongly recommend that the stripped surface be inspected by Ardaman & Associates, Inc. Proof-rolling We recommend proof-rolling the cleared surface to locate any unforeseen soft areas or unsuitable surface or near-surface soils, to increase the density of the upper soils, and to prepare the existing surface for the addition of the fill soils (as required). Proof-rolling of the roadway area should consist of at least three passes of a compactor capable of achieving the density requirements described in the next paragraph. Each pass should overlap the preceding pass by 30 percent to achieve complete coverage. If deemed necessary, in areas that continue to "yield", remove all deleterious material and replace with clean, compacted sand backfill. The proof-rolling should occur after cutting and before filling. A density equivalent to or greater than 95 percent of the modified Proctor (ASTM D-1557) maximum dry density value for a depth of 1 foot in the roadway area must be achieved beneath the stripped and grubbed ground surface. Additional passes and/or overexcavation and recompaction may be required if these minimum density requirements are not achieved. The soil moisture should be adjusted as necessary during compaction. Due to the relatively high groundwater level on portions of this site, proof-rolling may cause upward movement or "pumping" of the groundwater. However, we recommend that the existing surface be level and firm prior to the addition of fill soils. Proof-rolling with a front-end loader may help achieve the desired surface and compaction condition before adding the fill soils. The site should be dewatered as necessary. Depending on the time of year, a 12-to 18-inch layer of clean fine sand (SP) fill may be required prior to proof-rolling. Care should be exercised to avoid damaging any neighboring structures while the compaction operation is underway. Prior to commencing compaction, occupants of adjacent structures should be notified and the existing condition (i.e. cracks) of the structures documented with photographs and survey (if deemed necessary). Compaction should cease if deemed detrimental to adjacent structures, and Ardaman & Associates should be notified immediately. Due to the proximity of existing structures to the roadway, heavy vibratory compaction equipment should be used with caution. 'Oak Lane Paving File No. 16-23-5219 Suitable Fill Material and the Compaction of Fill Soils -6- All fill soil should be free of organic materials, such as roots and vegetation. We recommend using fill with less than 12 percent by dry weight of material passing the U.S. Standard No. 200 sieve size. The fine sand (Stratum No. 1 without roots, as shown on Figure 2) is suitable for use as fill soil and, with proper moisture control, should density using conventional compaction methods. Soils with more than 12 percent passing the No. 200 sieve (Stratum No. 3 on Figure 2) can be used in some applications, but will be more difficult to compact due to their inherent nature to retain soil moisture. All structural fill should be placed in level lifts not to exceed 12 inches in uncompacted thickness. Each lift should be compacted to at least 95 percent of the modified Proctor (ASTM D-1557) maximum dry density value. The filling and compaction operations should continue in lifts until the desired elevation(s) is achieved. If hand-held compaction equipment is used, the lift thickness should be reduced to no more than 6 inches. Dewatering If the control of groundwater is required to achieve the necessary stripping, excavation, proof- rolling, filling, compaction, and any other earthwork, sitework, and/or foundation subgrade preparation operations required for the project, the actual method(s) of dewatering should be determined by the contractor. Dewatering should be performed to lower the groundwater level to depths that are adequately below excavations and compaction surfaces. Adequate groundwater level depths below excavations and compaction surfaces vary depending on soil type and construction method, and are usually 2 feet or more. Dewatering solely with sump pumps may not achieve the desired results. Typical Asphaltic Concrete Surface Pavement Section The pavement recommendations presented below are consistent with the May 2008, Brevard County Land Development standard section for "Marginal Access and Local Streets, Urban Section -50' Right of Way" roadways. If this roadway section does not apply to the project site, the pavement section should be adjusted accordingly. Site Preparation All areas to be paved should be prepared as previously outlined. Prior to pavement base installation, the subgrade soil compaction should be verified for a depth of 12 inches (i.e.; compacted to at least 95 percent of the modified Proctor (ASTM D-1557, AASHTO T-180) maximum dry density value). Limerock or Cemented Coquina Base A limerock or cemented coquina base course 8 inches thick overlying an 8-inch thick stabilized subgrade can be used provided that grading and drainage plans preclude periodic saturation of the base material. The periodic saturation of a limerock/coquina base material could lead to · Oak Lane Paving File No. 16-23-5219 -7- premature pavement distress. A minimum clearance of 18 inches must be maintained between the bottom of the limerock/coquina base and the seasonal high groundwater table. The limerock or cemented coquina should have a minimum Limerock Bearing Ratio (LBR) value of 100 and should be compacted to at least 98 percent of the modified Proctor (ASTM D-1557, AASHTO T-180) maximum density value. For truck drive areas, the base thickness should be a minimum of 10 inches. An 8-inch thick stabilized subgrade having a minimum Limerock Bearing Ratio (LBR) value of 40 must be achieved beneath the limerock or cemented coquina base. The natural soils may have to be stabilized with suitable clayey soil in order to achieve the required LBR value. The stabilized subbase must be compacted to at least 98 percent of the modified Proctor maximum dry density (ASTM D-1557, AASHTO T-180). Soil-Cement Base (Optional) In lieu of limerock or cemented coquina, install a minimum 8-inch thick soil-cement base compacted to at least 97 percent of the standard Proctor maximum dry density (AASHTO T-134 ). The soil cement should have a minimum laboratory compressive strength of 300 pounds per square inch (psi) in 7 days. For truck drive areas, increase the minimum thickness to 10 inches. A minimum clearance of 12 inches should be maintained between the bottom of the soil cement base and the normal seasonal high groundwater level. The term soil-cement applies to a type of base material that utilizes cement mixed with a select soil to develop its strength. We recommend conducting a laboratory soil-cement design to determine the actual cement content necessary. Shrinkage cracking normally occurs during the hydration of a soil-cement base and is reflected through the asphaltic concrete surface. We strongly recommend a curing time period of at least 7 days before applying the overlying asphaltic concrete wearing surface. This waiting period will not eliminate the cracks in the pavement surface, but will help reduce the severity of the cracks. An approved tack coat should be applied on a clean (swept) soil-cement surface to develop a sufficient bond before the paving begins. The base should be inspected and sounded for hardness prior to paving operations. Any soft or otherwise unsuitable areas should be repaired as recommended by Ardaman & Associates. Cracks in the pavement surface that occur when soil-cement base is used are sometimes unappealing to owners. We recommend that an owner unaccustomed to these cracks observe examples of pavement cracks in actual soil cement applications to verify that cracks are acceptable. Free-draining subgrade soils (i.e.; soils with less than 12 percent fines by dry weight) are recommended beneath soil-cement base to promote drainage of infiltrating water. If the contractor's means and methods include stabilizing soils beneath the soil-cement base, then the stabilizing material should be coarse material (e.g.; gravel). Low permeability soils (e.g.; silt and/or clay) should not be used as stabilizing material beneath soil cement base. · Oak Lane Paving File No. 16-23-5219 Wearing Surface -8- A minimum 1 %-inch layer of Type SP-12.5 asphaltic concrete should be used for a wearing surface in automobile drive areas. For truck drive areas, 2 inches of Type SP-12.5 asphaltic concrete should be used. Specific requirements for the Type-SP asphaltic concrete wearing surface are outlined in Section 334 in the Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, latest edition. Equivalent Type S asphaltic concrete may be substituted for Type SP-12.5; however, we recommend a minimum Marshall stability of 2,200 pounds if Type S is used. The latest specifications of Florida Department of Transportation shall govern the placement of the base and asphaltic concrete wearing surface. The above minimum requirements will satisfactorily support Traffic Level A*. If a heavier traffic pattern is anticipated, the design section should be increased accordingly. QUALITY ASSURANCE We recommend establishing a comprehensive quality assurance program to verify that all site preparation and pavement construction is conducted in accordance with the appropriate plans and specifications. Materials testing and inspection services should be provided by Ardaman & Associates. As a minimum, an on-site engineering technician should monitor all stripping and grubbing to verify that all deleterious materials have been removed and should observe the proof-rolling operation to verify that the appropriate numbers of passes are applied to the subgrade. In-situ density tests should be conducted during filling activities and below all pavement areas to verify that the required densities have been achieved. In-situ density values should be compared to laboratory Proctor moisture-density results for each of the different natural and fill soils encountered. Additionally for the pavements, Limerock Bearing Ratio tests should be performed. The base course(s) should be tested for density and thickness. We recommend that Ardaman & Associates be retained to review the asphalt pavement mix design proposed for use on the project prior to pavement placement. During asphalt pavement construction, samples of the asphaltic concrete should be obtained and tested in the laboratory to verify compliance with the mix design, including testing Marshall Stability and flow (Type S asphalt only), asphalt content, and aggregate gradation. We also recommend full-time monitoring/testing in the batch plant and on the site during pavement placement. The asphaltic concrete thickness should be verified in the field. IN-PLACE DENSITY TESTING FREQUENCY * Reference: "Flexible Pavement Design Manual", Florida Department of Transportation. (2015) ·oak Lane Paving File No. 16-23-5219 -9- In Central Florida, earthwork testing is typically performed on an on-call basis when the contractor has completed a portion of the work. The test result from a specific location is only representative of a larger area if the contractor has used consistent means and methods and the soils are practically uniform throughout. The frequency of testing can be increased and full-time construction inspection can be provided to account for variations. We recommend that the following minimum testing frequencies be utilized. In the proposed roadway area, a minimum frequency of one in-place density test every 200 linear feet should be used. The existing, natural ground should be tested to a depth of 12 inches at the prescribed frequency. Each 12-inch lift of fill, as well as the stabilized subgrade (where applicable) and base should be tested at this frequency. Utility backfill (if applicable) should be tested at a minimum frequency of one in-place density test for each 12-inch lift for each 200 linear feet of pipe. Additional tests should be performed in backfill for manholes, inlets, etc. Representative samples of the various natural ground and fill soils, as well as stabilized subgrade and base materials, should be obtained and transported to our laboratory for Proctor compaction tests. These tests will determine the maximum dry density and optimum moisture content for the materials tested and will be used in conjunction with the results of the in-place density tests to determine the degree of compaction achieved. CLOSURE The analyses and recommendations submitted herein are based on the data obtained from the soil borings presented on Figures 1 and 2. This report does not reflect any variations which may occur adjacent to or between the borings. The nature and extent of the variations between the borings may not become evident until during construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations presented in this report after performing on- site observations during the construction period and noting the characteristics of the variations. This study does not include an evaluation of the environmental (ecological or hazardous/toxic material related) condition of the site and subsurface. This report has been prepared for the exclusive use of Mr. John Pekar, P.E. in accordance with generally accepted geotechnical engineering practices. In the event any changes occur in the design, nature, or location of the proposed roadway, we should review the applicability of conclusions and recommendations in this report. We recommend a general review of final design and specifications by our office to verify that earthwork and pavement construction recommendations are properly interpreted and implemented in the design specifications. Ardaman & Associates should attend the pre-bid and preconstruction meetings to verify that the bidders/contractor understand the recommendations contained in this report. ·Oak Lane Paving File No. 16-23-5219 -10- We are pleased to be of assistance to you on this phase of the project. When we may be of further service to you or should you have any questions, please contact us. Very truly yours, ARDAMAN & ASSOCIATES, INC. Certificate of Authorization No. 5950 Dan J. Zrallack, P.E. Senior Project Engineer Florida License No. 63911 DJZ/JPM/ljh Jason P. Manning, P.E. Branch Manager Florida License No. 53265 LEGEND 0 100 200 () AB AUGER BORING LOCATION ---- BORING LOCATION PLAN SUBSURFACE SOIL EXPLORATION OAK LANE PAVING l"U HO. 16-5219 CAPE CANAVERAL, FLORIDA Diil(: 4 25 18 -1 t:i Loi ..... :::c .... a.. Loi Q DATE DRILLED: 0 5 S!- DATE DRILLED: 4/22/16 AB-1 WIT}! TRACE 4/22/16 AB-2 .. WITH TRACE WITH ~RAVEL · @j::GRAVEL WITH SHELL LIMEROCK @) .sz. ·:·: .. ~WITH TRACE = .. :.:. @ ·· .. ·· .. ,•', ·:.· .. .. 4/22/16 AB-4 SHELL .. @WITH ·· .. ·:.· 4/22/16 AB-5 .sz. SHELL= 4/22/16 AB-3 .: }.: :' .@ ... .·: •',• :.· 4/22/16 AB-6 WITH TRACE SHELL ORGANIC TOPSOIL ORGANIC TOPSOIL :::c .-: . .sz. :::: ~WITH TRACE = .... \!Y SHELL ·::: ~ 5 1 D WITH SHELL ). @WITH SHELL Loi Q SOIL DESCRIPTIONS f::: :l CD FINE SAND (SP) LEGEND • @ CEMENTED SAND (POSSIBLE SOIL CEMENT) IIIIl @ SILTY FINE SAND (SM) © ® © ® COLORS LIGHT BROWN TO ORANGE-BROWN DARK GRAY OR DARK BROWN GRAYISH BROWN BROWN © LIGHT GRAY TO GRAY AB AUGER BORING S!-GROUNDWATER LEVEL MEASURED ON DATE DRILLED SP,SP-SM 0 5 0 5 UNIFIED SOIL CLASSIFICATION SYSTEM SOIL BORING PROFILES SM,SC,CH i WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR { RESPECTIVE LOCATIONS AND f'DR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS i CHARACTERISTIC Of' THE SUBSURFACE MATERIALS Of' THE REGION ARE ANTICIPATED AND i MAY BE ENCOUNTERED. THE BORING LOGS AND RELATED INF'DRMATION ARE BASED ON THE :;. DRILLER'S LOGS AND VISUAL EXAMINATION Of' SELECTED SAMPLES IN THE LABORATORY. THE • DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE ! DESCRIPTION REPRESENTS OUR INTERPRETATION Of' SUBSURFACE CONDITIONS AT THE DESIGNATED BORING LOCATIONS ON THE PARTICULAR DATE DRILLED. " GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SHOULD BE ANTICIPATED THROUGHOUT THE YEAR. SUBSURFACE SOIL EXPLORATION OAK LANE PAVING CAPE CANAVERAL, FLORIDA -11'1 TAT IHlllCIDll'I FUND. -II': 16-5219 -2 i SURFACES ENCOUNTERED ON THE DATES SHOWN. FLUCTUATIONS IN WATER TABLE LEVELS _________________ ____, 1111 JOHN A. PEKAR, P.E., LLC Civil Englneerlng/Consuhlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe roniflowe@gmail.com Office Manager CeU Phone: 321-403-9899 ADDENDUM TO Atlantic Environmental Solutions Proposal Oak Lane Paving Dated April 7, 2016 To clarify the scope of the proposed environmental work and contract conditions, we note the following: 1. John Pekar will have the key to the study area. John Pekar will meet Atlantic at the gate when the work is scheduled. 2. At the northeast comer of the trail system, the initial thought is for a 60 s.f. to 80 s.f. square detention basin for Oak Lane's drainage. (Pending the Owners granting an easement or right of way.) Please check if environmental criteria presents a problem at this comer. 3. Atlantic's work is in support of a SJRWMD permit (if wetlands are encountered) and mitigation ideas may be discussed after Atlantic's investigation. 4. As with our past contracts, Atlantic will receive payment within one working day from receipt of City payment. 5. Ardaman testing will be taking 3 hand augers along the inside of the trail, also in support of design work. John Pekar will furnish Atlantic with copies of the augers once completed. Sincerely, John A. Pekar, P.E. JAP:rmf ~- \ ' ~ ........ ___ ....... ,. AC AGO£ AKA ALUM ASPH BM BRG c CB CLF CM CMP co ACR£.S ARMY CORPS or £NG/N££RS ALSO KNOWN AS ALUMINUM ASPHALT B£NCHMARK BEARING CALCULATED DATA BASED ON FIELD MEASUR£M£NTS CONCR£T£ BLOCK CENTERLINE CHAIN LINK FENCE CONCRETE MONUMENT CORRUGAT£D MITAL PIPE CLEANOUT GV HC HDW /NV JR /RC LB LF LP M MB MH • LEGEND NATURAL GAS VALVE. HANDICAP HEADWALL INVERT IRON ROD IRON ROD & CAP STAT£ OF FLORIDA CORPORATE NUMBER LINEAR F££T LIGHT POL£ FIELD M£ASURtD DATA MAILBOX MANHOLE MINUTES WHtN UStD IN A BEARING MITERtD END SECTION ., . I RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY RxR RAILROAD S SOUTH SE SOUTHEAST SEC SECTION » SECONDS WHEN USFD IN A BEARING SJRWMD ST. JOHNS RlvtR WATER MANAGEMENT DISTRICT SMH SANITARY SEWER MANHOLE SPKV SPRINKLER VALVE SS SANITARY SEWER STMH STORM SEWE:R 'MANHOLE STY · STORY . STOTTLER STAGG & ASSOCIATES ARCHITECTS ENGINEERS PLANNBlS INC 8680 N. Atlante:-Avenue, Cape Cana.V'91'"al,-FL amo --(321) "3-13® Fax {32:0 ?Sa-70GS WWW.al~com_ ATLANTIC OCEAN..........., . CONG CPP CONCRETE CORRUGATED PLASTIC PIP£ DEGREES MES +/- N MORE OR LESS NORTH SW SOUTHW£ST SWS SINGLE WATER SERVICE SCALE -1 "=30' ::===LBH7=00. =::::: .. LO CATI ON MAP N.T.S. ·~ ~ D DB DIST £ ELEC ELEV £M EP ERCP £X F£C FF£ FH FND FT GA GL GP GR GV DISK DEED BOOK DISTANCE EAST ELECTRIC ELEVATION ELECTRICAL M£T£R EDG£ or PAVEMENT £LL/PT/CAL REINFORCED CONCRETE PIP£ EXCEPT F£ET WHEN US£0 IN A DISTANCE FLORIDA EAST COAST RAILWAY FINISHED FLOOR ELEVATION FIRE HYDRANT FOUND FEET GUY ANCHOR GOVERNMENT LOT GUARD POST NATURAL GAS REGULATOR NATURAL GAS VALVE N&D NE NO NO ID NW ORB OHW PB PCP PED PK PG PL PLS POB POC PU&D£ PVC PVMT QCD R RGE NAIL & DISK NORTHEAST NUMBER NO IDENTIFICATION NORTHWEST OFFICIAL RECORDS BOOK OVERHEAD WIRES PLAT BOOK PERMANENT CONTROL POINT PEDESTRIAN PK NAIL PAGE (S) PROPERTY LINE PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PUBLIC UTILITIES AND DRAINAGE EASEMENT POL YVINYLCHLORID£ PAVEMENT QUIT-CLAIM DEED RECORD DATA RANGE TB TOP OF .BANK TD TAX 0£ED TE:L . TELEPHONE TJB . TELEPHONE JUNCTION BOX TWP TOWNSHIP TYP TYPTCAL UG UNDERGROUND UP UTILITY POLE: USCG$ UNITED STATES COAST AND GEODETIC SURVEY W WEST W/ WITH WO WARRANTY DEED WM WATER METER WV WATER VALVE. ® 0 lfil ... :r DENOTES SANITARY SEWER MANHOLE DENOTES STORM SEWER MANHOLE: DENOTES STORM Sf.W£R MANHOLE DENOTES STORM ~Sf.WE;!,,, iNLET DENOTES FIRE HYDRAN. DENOTES WAT£R VAi.Vb -----~-----l----------------r-----i-------i-----:-------r-----r------c-''' r--'.i ---------<S , , .. ~ ,, -~---1 I I I I I I I FND 2" IRON PIPE NO ID _ 14+39.&0,,27-£5' .. LT. -.;o~·:o-.-_,,-~,_~" -~ __ , __ TAX PARCEL 24_:'.37-14-28-00000.0-000A.02 ORB 4263 PG 3099 ,,~ .. ~ · -·--~ : ' EAsr 334· R • •• _STA.# 25+6'6.35 27.66' LT TAX PARCEL 24-37-14 -28-00000,0-000A.03 ORB 4354 PG 3295 STA.# 26+46.35 27.66' LT EAST 80' 'R I ·.J L TAX PARCEL 24-37-14 -28-00000.0-000A.04 ORB 4354 PG 3295 FND 5/8 " !RC ISLAND LB 56.33 19+34.35. 27.66' LT EAST 80' R TAX PARCEL 24-37-14 -28-00000.0-000A.05 ORB 3592 PG 1377 FND 5/8 ~ IR NO ID -~ 20+17.06, 27.66' LT ~~.-;,J,,,_,4;,) ... ,'§M'i<~ ~ EAST 82.80' R TAX PARCEL 24-37-14 -28-00000.0-000A.06 ORB 2770 PG 0513 STA.I/ 28+09.68 7.93' LT STA.# 28+49.39 1.95' RT ! I . TAX PARCEL 24-3 7-14 -28-0000~0-000A.07 ORB 27 !) PG 0513 .•• -s'ae•:st'32"E 334.55' c :::·--·__:·':c-~:-.0---0---0.,,,---fo_;_:__f-<>::tE-· • -• • -~ .. -• .. -• • -.. • -"' .. -·"' -~ • -.. · -_.-· ~ ·" ---· • -· • -· · -• • -•• -... -•• S89"3~1 ~E 5Jy~2S--·-·· -.. S 89'31 '32"E 80.00' C .. -· ·-·~ -·: ~ ··-·. ~'-·-··-··7··-··-s a9•31'32"'E ao.oo• c \ 0 -~. ~.~ t)~~s... ~~:Z..O:. £... •. ~ __ L STAJ/ 29t-54.62 8.34' LT STA 14+00 8ASE. UNE \ TAX PARCEL 24-37-14- 28-00000.0-000A.01 ORB 4354 PG 3295 STA,# 22+33,62 40.16' RT GA STA,# 23+27.6: 39.90' Fi I I EAsr 549.71' R ·· = ~ OAK LANE ORB 1832 PG 429 RIGHT OF WAY TAX PARCEL 24-37-14-28-00000.0-000A.10 ORB 3249 PG 2866 STA.If .25+92.98 22,63' RT _/ AREA OF OVERLAP BETWEEN ORB 3249, PG 2866 & ORB 4354, PG 3303 7>' R TAX PARCEL 24-31-14 -28-00000.0-00M.17 ORB 4354 PG 3303. ... -. /·. OP OflW STA.# 26+67.98 22.42' RT STA.# 27+42.98 22.22' RT TAX PARCEL 24-37-14- 28-00000.0-000A09 ORB 4237 PG 0298 4' CLF S 01~19'27"E 19.74' C SOUTH 20' R STA.# 27+58.65 20.87' RT L3 LTA.# 28+14.67 .57.13' RT EAST 168,5.3' R S 89'40'58~E 144'..9~~ ~ ' EASEMENT PER ORB 4354, PG 3295 ----' STA 21 +92.00 BASE LIN:£ CONC TELE PAD r 3.9'x4.7' TAX PARCEL 24-37-14-28-00000.0-000B.O ORB 3639 PG 3769 i ASPHALT-!/ RW< UP . ~' THE APPROXIMAT£SCA.ED HORIZONTAL LOCATION OF THE PROPERTY LIE$ V>'rHIN FLOOD ZONE "X" PER FLOOD INSURANCE .RAl MAP COMMUNITY PANEL NO. 1200.9C0607 E, £~Cr£ DATE APRIL J, 1989 • . '~ I SURVEYOR'S NOTES: I. THE SURVEYOR HA)IOT ABSTRACTED THE LANDS SHOWN HEREIN FOR EASEMENT AND/OR RIGH'i:S-~WAY OF RECORD OTHER THAN AS SHoWN. 2. NO UNOERGROliJNlYSTALLAT/ON OF IMPROVE.M£NTS OR FOUNDATIONS HAVE BEEN LOCATE() .ElPT AS SHOWN HEREON, J. THE BUILDING #40!? FENCE TIES IF SHOWN ON THIS SURVEY SHOULD NOT B£ USED TO RECSTRUCT PROPERTY LINES. 4. THE OWNERSHIP 01NY FENCES SHOWN ON THE FACE OF THIS SURVD' IS UNKNOWN TO THcl.JRVEYOR. 5. FIELD SURVEY FEBIRY 22, 2000. 6. FIELD BOOK 127. 7. BEARINGS BASED (ASSUMED DATA, TH£ NORTH LINE OF OFFICIAL RECORDS BOOK 4354, pAG/295 AS N B9n40'58" W. B. OAK .LANE PER OFAL RECORDS BOOK 1832, PAGE 429, LINES IN THE CITY OF CAPl'tNAVERAL, FLORIDA. 9. 0 DENOTES SET t IRON ROD WITH CAP •LB 6700 PLS 4JO 1 ". 10. b. DENOT£.S S.£T Pif..IL AND DISK "LB 6700 PLS 430 I~ 11. FOUND CORNERS lfOTED ON MAP. 12. THE SURVEYORS .WNOT PROVIDf.D AN EASEMENT FOR THE UTILITY LINES SERVICING THE AINING PROPERTIES, Conslltant Cadd File ln!orrnation Cadd File> Seale• XAel' XAef. XRef, XRel• MASTER.OWG Font' Font. Font• - '' Drawing lnforrnati.on Drawn by' Checked by' Approved by. Daiei'. 111 = 30' err OJ JAP 7/31/02 SSA Job Number i 95•0207 Taakt 017-1003 Project Narne and LocaUon, OAK LANE CAPE CANAVERAL Sheel Trtle RIGHT OF WAY MAP Seal Dre.Wing Number ' SV-1 . .... (.,.~ --D-ra_wi_·ng_·_•--~Of~· _I ~ J -~ VI "' I-< ~ (_) 0 VI VI < oil (.') (.') ""' I-VI cc "' ..J I-I-D I- VI ~ 0 0 N @ I-:r: (!) ~ cc >-D.. ' 0 (..) N LEGEND AC ACRES AC!IE ARllY CCIRPS DF ENGINEERS AICA Al.SD KNDWN AS ALUM ALUMINUM ASPH ASPHALT BM BENCHllARIC B8G BEARING . C CALCULATED DATA BASED DN FIELD IEASl!AEllElfJS lill CDNCRElE BLOCK. 'l CENTERLINE ct:F CHAIN LINK FENCE CM CllNCRElE llONUllENT Cll' CDRRUGATED IETAL PIPE CD CLEANDUT CDNC CONCRETE CPP CORRUGATED PLASTIC PIPE • DEGREES D DISK DB DEED BDDK DIST DISTANCE E EAST POINT OF 1 8EGINNING ORB 3160, PG 320 ORB 3261, PG 1859 ELEC ELECTRIC ELEV ELEVATIDN EM ELECTRICAL IETER EP EDGE DF PAYEIENT DESCRIPTION BY SURVEYOR-~ NW CORNER ORB 3442, PG 2125 N LINE ORB 3442, PG 2125- ERCP ELLIPTICAL REINFORCED CONCRETE PIPE EX EXCEPT ' FEET MIEN USED IN A DISTANCE FEC FLDRIDA EAST CQAS'T RAILWAY ORB 3474. PG 2128 LO • FFE FINISHED FLilllR ELEVATIDN PH FIRE HYDRANT FND I? NO I 0 FND FDUND FT FEET DA GUY ANCllDR GL GDVERNIENT LDT GP GUARD PUST DR NATURAL GAS REGULATOR GV NATURAL GAS VALVE HC HANDICAP HDW HEADWALL INV INVERT IR IRDN ROD IRC IRON ROD &CAP LB STATE CF FLORIDA CDRl'llRATE lllllER LP LINEAR FEET LP LIGHT POLE M FIELD IEASURED DATA Mii MAILBOX ¥1f MANHOLE . MINUTES WHEN USED IN A BEARING MES MITERED END SECTION +I-MORE OR LESS N NORTH NID NAIL & DISK NE NORTHEAST 0 ::a OJ ND NUMBER · ND ID ND IDENTIFICATIDN NW NORTHWEST DR8 OFFICIAL RECDRDS 8DDK DHW DVERllEMI WIRES PB PLAT BDDK PCP PERMANENT CDNTRDL POINT PED PEDESTRIAN PK PK NAIL PC PAGE ISi PL PROPERTY LINE PLS PRDFESSIDNAL LAND SURVEYOR PDB POINT OF BEGINNING PDC POINT DP CDlllENCEMENT PUIDE PUBLIC UTILITIES AND DRAINAGE EASEIEllT PVC PDLYVlNYLCHLORIDE PVMT PAVEMENT QCD QUIT-CLAlll DEED R RECORD DATA RGE RANGE RCP REINFORCED CONCRETE PIPE R/W RIGHT DF WAY RICH RAILROAD S SOUTH SE SOUTHEAST SEC SEC.TUii! • SECDNDS llllEN USED XN A BEARING SJRlllD ST. JIJINS RIVER WATER MANAGEMENT DISlRICT Sill SANITARY 5EllER llANHOLE SPKV SPRINKLER VALVE ··· .ss SANITARY SEW:R STiii STORM SEllER MANHOLE --~ ~"' ··~·-~· · • . Sl"Y STORY ~ . ---~ • SW SOllTlllEST SWS .. SINGLE WATER SERVICE · TB . TOP OF BANK TD TAX DEED TEL TELEPHONE T JB TELEPHONE JUNCTION BDl( 11IP TOWNSHIP TYP TY.PICAL UG UNDERGROUND UP UTILITY POLE USCGS UNITED STATES COAST AND GEODmc SURVEY W WEST I/ WITH ID ·· WARRANTY DEED Ill WATER IETER W WATER VALVE DESCRIPTION: PER OFFICIAL RECORDS BOOK 3442• PAGE 2~25 N ID I\) 0'1 • -u G') 0 0 0 O'> THE WEST FOUR HUNDRED AND FORTY C 440) FEET OF LOT A. OF TUTEN' S SUBDIVISION; EXCEPT THE NORTH ONE-HUNDRED SIXTY-FIVt (165) FEET OF LOT Al AND ALSO THE WEST FOUR HENDRED FORTVC440> FEET OF LOT Bo EXCEPTING THE SAID LOT B, THE SOUTH TWO t~J CHAINS, ALL IN TUTEN'S SUBDIVISION. ACCORDING TO THE PLAT OF' SAID SUBDIVISION RECORDED IN PLAT BOOK 1, PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA. · DESCRIPTION BY SURVEYOR: I ,_ I CONNENCE AT THE NORTHWEST CORNER OF SAID OFFICIAL RECORDS BOOK 3442. PAGE 2125: THENCE S 99a45'53" E. ALONG THE NORTH Ll~E OF SAID OFFICIAL RECORDS BOOK 3442. PAGE 2125, FOR A DISTANtE OF 439.99 FEET, TO THE WESTERLY LINE OF OF OFFICIAL RECORDS BtoK 2220, PAGE 1092 OF THE PUBLIC RECORDS OF BREVARD COUNTY. R..ORIDA; THENCE S 01°14'54" E, ALONG THE SAID WESTERLY LINE1 AND THE WESTERLY LINES OF OAK LANE, AS RECORDED IN OFFICIALRECORDS BOOK 1832, PAGE 429 OF THE PUBLIC RECORDS OF BREVARi COUNTY, FLORIDA AND THE WESTERLY LINE OF OFFICIAL RECORDS BOK 32491 PAGE 2866 OF THE PUBLIC RECORDS OF BREVARD COUNTY, 8R A DISTANCE OF 296.35 FEET, TO THE SOUTH LINE OF SAID OFFICIAL ~CORDS BOOK 3442, PAGE 2125. AND THE NORTH LINE OF THE PLA10F OCEAN GARDENS, WAVE TWO. ACCORDING TO THE PLAT THEREOF AS~ECORDED IN PLAT BOOK 401 PAGE 45 OF THE PUBLIC RECORDS OF BREVRD COUNTY. FLORIDA; THENCE N 89"45'24" W, ALONG SAID SOUTH AND~ORTH LINES, A DISTANCE OF 438.31 FEET, TO THE WEST LINE OF SAIDJFFICIAL RECORDS BOOK 34421 PAGE 2125; THENCE N 01°34'23" W.ALONG THE SAID WEST LINE, FOR A DISTANCE OF 296.33 FEET, TO TE POINT OF BEGINNING. SUBJECT TO A SANITARY SEWER EASEMENT THE RECORDING~TA IS UNKNOWN TO THE SURVEYOR. THE EASEMENT IS SHOWN ON THIS MAP ., CONTAINING 2.99 ACRES MORE OR LESS. I I I < I I I SSMHo I < I I I I .... < I I I I N (JJ < ...,N .. N Ul 1 • 6 I SSll-!0 I I I I < I I I I < I I I I < < I l I I < I I I I < I Cl'I - n ..... ...., po al lll£ !..;.-- I-z w ::E w (/) <( w 0:: w :;:: LIJ (/) ' LO ..-- - SSMHo --------1- 1 --------------------------- 20' PUBLIC UTILITY EASEMENT '---PER ORB 4409, PG 047s---~- 2.99 TAX PARCEL A. 01 ORB 3442 PG 21~5 14' x 14' FRAME BLDG-. _, TOTAL SEE DETAIL .;BEL]:JW ~ ACRES +/- GAR AGE...;..,,.,...._ .... ,,., c.o S LINE ORB 3442, PG 2125 6' CLF & BW LOT 24 OCEAN GARDENS WAVE TWO PB 40, PG 45 LOT 2~ OCEAN GARDENS WAVE TVO PB 40. PG 45 N LINE OCEAN GARDENS WAVE TWO PB 40, PG 45~ CONC STEP 5.9' 3.2' 12' 20 , 3.2' .... I!) 21.s GARAGE i 1 O' • ...- 31 -!.{) VJLO. Vl U') • z...ro z" w (.!) w (.!) OIL Oa... 0:: 0:: <C <C • 0. Do 0 z .... z<:r <(CD <t OJ Wa... WCL u u Do Do 3: 0 :;;;: .... I-NI-C\I 1-W 1-LIJ o> o> _j <( _J<t :;;:: 3: 2 STY FRAME RESIDENCES 19.5' .... • w Nr-;;:~~~-,,..p;..~~ • -• w 12.4' RESIDENCE DETAIL 6' -0 N VlLO Vl L!) z" z" wt!l LIJ (!) OIL OCL 0:: a:: <( • <( • (.!) 0 t!lo z .... z '<!" <co <tco WCL LIJ 0.. (_) u Do Do O'l :;;: co::s: .... 1-... 1- 1-W I-LIJ o> o> _j<( _j<( :;;:: 3: 20' I I - VlLO z"' wt!l OCL 0:: <( • (.!) 0 z .... <tm LIJ Cl. (_) Do r-== ..-I- 1-W o> _J<( ::;:: ORB 3271, PG 0656 1 • 2 I W LINE ORB 2220, PG 1092 ·/ I . ~ 1 ."-," ; 'l ,,., IJ ) 0 ! -.lo. I, i 0 __..:. 1 • 9 I LO • OVlLO z""' WJ (.!) Cl ·o:CL <( • I ..o.o z"' <t 1.1.J co :.i-CL Oo (!) :s: .-I- f ~ 1-WJ p> _J<( 3: \ I i TAX PARCEL AJ02 ORB 2220 PG 1 092 TAX PARCEL A.1'0 ORB 322!9- PG 2866 THIS SURVEY IS FOR~ .ONLY FOR THE FDLLOIING; DAVID ROY J ... ··· .• i,.5. fl;ORUJA REGISTRATION t«J. 4301 --~ ·-. 30 0; ·"30 60 90 •• • • • • ~~•~w ..... ~. . ~·"~" . GRAPHIC SCALE 1"=30' STOTTLER STAGG Ir ~SOCIATES ~ ENQNEERS PUNNEllS INC _ ................... ,n. ... ---.. ------nm u. .. 6 Consultant C) Ravlafana/Commanbl• 1>MlD ESllT DATA 9l5tu DJ Cadd FDe Information CGdd FDe•. · D241DD3.DGN Scale• · · t •"llo' XRef• XRef• XRef• XRef• Font= Fant• Font= I ::======"i. 1"' < . ! _; llrllwlng lnf!lnnatlon Drown by• Checked by• DJ 1-1 JAP I I DJ I ~.i Approved by• Date• &118/02 ' \ SSA JCb Nwnber 95-0208 -TASK 024-1003 Project Name and Location• OAK LANE CITY OF CAPE CANAVERAL, FLORIDA Sheet lltle BOUNDARY SURVEY Drawing Number sv 2 ~ ( Drawing• 1 Of=2 ) ENVIRONMENTALBDLUTIONS ENVIRONMENTAL PERMITTING & MITIGATION March 23, 2016 Mr. John Pekar, PE John A. Pekar, PE, LLC 102 Columbia Drive, Suite 207 Cape Canaveral, Florida 32920 657 Montreal Avenue • Melbourne, FL 32935 ph 321.676.1505 • fax 3:!1.676.1730 Re: Proposal for Environmental Assessment on north half of 143 Oak Lane in cape Canaveral, Florida Dear Mr. Pekar: Atlantic Environmental Solutions, Inc. (AES) is pleased to provide the following proposal for requested services, consisting of an Environmental Assessment, on the above-referenced property. Following is our proposed scope of services. Unsigned, the terms of this proposal are valid until April 23, 2016. SCOPE OF SERVICE ENVIRONMENTAL ASSESSMENT A. Preparatory Research: Prior to conducting the site visit, preliminary site information will be obtained from any or all of the following resources: aerial site photographs, regional soils maps, wetlands inventory maps, and habitat/land use maps. B. Site Assessment: The site will be traversed on foot, and all constituent habitat types, vegetation, vegetative structure, soil conditions, hydrologic indicators, and signs of listed species occupation will be noted. C. Wetland Determination: Using the wetland delineation methodologies of St. Johns River Water Management District (SJRWMD) and the U.S. Army Corps of Engineers (USACE), AES will estimate the size and limits of on-site jurisdictional wetlands on an aerial photograph. D. Written Report: Using the data obtained from the preparatory research and site assessment, a written report will be generated identifying and mapping constituent habitat types (i.e. FLUCFCS categories), uplands, wetlands, surface waters, and, if applicable, identified listed species. All potential environmental permitting and mitigation issues will be discussed in this written report. PROFESSIONAL FEE: $1,500.00 J14 OakLaneEA.Pro www.environmentalpermitting.com DELIVERY Unless otherwise negotiated, the fieldwork and report will be completed and delivered within 10 working days of receiving the signed and accepted contract. TERMS AND CONDITIONS Please refer to the attached list of AES' standard terms and conditions. To verify your agreement with the above scope of services and professional fees, as well as the attached terms and conditions, and to authorize AES to commence the scope of service, please sign below and return to our office. If you have any questions regarding this proposal, please do not hesitate to contact us. We look forward to working with you! Sincerely, Jon H. Shepherd, MS, PWS President/Ecologist Client's Name (please print): ____________________ _ Client's Signature: 4vf t? f dt.<--4~7~/t. Date: ____ _ .$-et!' ~h,h, I A a:/1-ccA.cc/ TERMS AND CONDffiONS FOR PROFESSIONAL SERVICES BETWEEN ATLANTIC ENVIRONMENTAL SOLUTIONS, INC. AND CLIENT 1. Services performed by Atlantic Environmental Solutions, Inc. (AES) for Client, under this agreement, will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. No other representation, expressed or implied, and no warranty is included or intended in this agreement, or in any report, opinion, document or otherwise. 2. AES' services shall be performed as expeditiously as is consistent with professional skill and care and the orderly progress of the work. AES shall not be responsible for damages or delays caused by any factor outside of AES' control, including, but not limited to, Client's review and decision process, permitting/approval activities, man-made or natural alterations to site conditions subsequent to our field review, and Acts of God. 3. Additional services consist of any service not specifically listed as "Scope of Service" contained herein. Such services shall include revisions due to Client changes or adjustments in scope, budget or quality of the project, and any other services not customarily furnished in accordance with generally accepted environmental consulting practice. Additional services will be billed on a mutually agreed upon hourly or fixed fee basis, and shall not be commenced until a written agreement concerning the additional services is executed by all parties hereto. 4. Any opinion of permitting and mitigation cost prepared by AES represents AES' best judgment as an environmental professional and is supplied for the general guidance of the Client. Because AES has no control over the cost of permitting and mitigation, AES does not guarantee the accuracy of such opinions as compared to actual cost to the Client. 5. AES may provide services to process applications for various permits for the project. AES does not guarantee a permit will be issued. The standard of professional skill and care listed above will be applied to permit processing. 6. By signing this contract, the Client agrees that AES' liability in association with this project shall be limited to the lesser of any actual damages which may have been caused by AES' acts or omissions or the amount of the fees which the Client pays for these services under this contract. 7. Drawings, sketches, reports, and other documents produced by AES are instruments of service with respect to the project and all rights of copyright thereof are retained by AES. AES shall have no liability in the event any changes are made to the documents by Client or others engaged by Client. 8. If the Client fails to make payment when due to AES for services and expenses, Client shall be in default of this agreement, which shall entitle AES to immediately cease all services as described under this or any other agreement between the parties. In the event of such suspension, AES shall have no liability to the Client for delay or damages caused the Client because of such suspension of services. 9. Invoices for services and expenses will be billed upon completion of the scope of work, or upon completion of a distinct phase of the scope of work. Payment is due upon receipt of invoice. Payment will be considered past due if not received within 30 days from date of invoice. Interest will accrue on amounts past due at a rate of 2% per month. Past due payments will be, at AES' option, cause for AES to collect through any legal means. Client shall pay any attorney's fees, and other associated costs, incurred in collecting a delinquent payment. 10. In the event of any action arising out of or relating to this Agreement, AES shall be entitled to recover its costs and expenses, including reasonable attorney's fees, incurred in connection with such action should they prevail on the matter and or issue. JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 ADDENDUM TO Ardaman & Associates, Inc. Proposal/Project Acceptance and Agreement Oak Lane Paving Dated April 7, 2016 To clarify the intent of the proposed soil investigations for Oak Lane, we note the following: 1. Initial design concepts are considering a small detention pond (50 s.f. to 80 s.f.) at the northeast comer of the trail system, behind the locked gate. 2. John Pekar will meet the soils team at the gate with a key once the Ardaman work is scheduled. 3. The Oak Lane auger boring locations can be jointly agreed upon when we meet at the above meeting. 4. Payment to Ardaman, per our previous contracts, will be within one working day from receipt of payment from the City of Cape Canaveral. Sincerely, John A. Pekar, P.E. JAP:rmf .. _,. 'W Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants PROPOSAUPROJECT ACCEPTANCE AND AGREEMENT PROJECT INFORMATION: Project Name Oak Lane Paving Project Location Cape Canaveral, Florida Proposal Number and Date 1623-036; Revised April 6, 2016 Description of Services Subsurface Soil Exploration Estimated Fee_.....:$~1:.i;,8=5::...::0=.o=o=-------------------------- PROPERTY OWNER IDENTIFICATION: Name -------------------------------------Property Identification Number _________________________ _ Address ------------------------------------City/St ate ____________ Zip Code _____ Phone _______ _ Attention ___________________ Title _____________ _ SPECIAL INSTRUCTIONS: PAYMENT TERMS: Payment shall be due prior to issuance of the report. Interest at the rate of 18% per annum (or the highest rate allowable by law) shall accrue on all amounts not paid within 30 days after date of invoice. All attorney fees and expenses associated with collection of past due invoices will be paid by Client. Failure to timely pay any invoice shall constitute a waiver of any and all claims against Ardaman & Associates, Inc. PROPOSAL ACCEPTANCE: By accepting this Proposal, the Terms and Conditions of this Proposal, including the Terms on this page, and Ardaman & Associates, lnc.'s General Conditions appearing on the second page of this Proposal, are incorporated herein by reference. In the event this Proposal Acceptance was received by facsimile, Client hereby confirms that the above described Proposal, the Terms and Conditions of this Proposal, including the Terms on this page, and Ardaman & Associates, lnc.'s General Conditions have been made available and are incorporated in this agreement. Accepted this _____ 7_-Eh __ day of rflet 1/ ' 2016 (Print or type individual, firm or corporate body name) c iJ I} r~tv(_/ (Signature ofauthorized representative) (Print or type name of authorized representative and title) Revision 2013 -FL GENERAL CONDITIONS -FLORIDA .. Parties And Scope Of Work-Ardaman & Associates, Inc. (hereinafter referred to as "A&A") shall include said company, its division, subsidiary, parent or affiliate performing the Work. "Work" means the specific services to be performed by A&A as set forth in A&A's proposal, the Client's acceptance thereof, both incorporated herein by this reference, and these General Conditions. "Client" refers to the person or business entity ordering the Work to be done by A&A. If the client is ordering the Work on behalf of a third party, the Client represents and warrants that the Client is the duly authorized agent of said third party for the purpose of ordering and directing said Work. In the event Client is not the authorized agent of said third party, Client agrees that he shall be individually liable hereunder. Further, Client shall disclose any such agency relationship to A&A in writing before the commencement of A&A's Work hereunder. Client agrees that A&A's professional duties are specifically limited to the Work as set forth in A&A's proposal. The Client assumes sole responsibility for determining whether the quantity and the nature of the Work ordered by the Client is adequate and sufficient for the Client's intended purpose. A&A's Work is for the exclusive use of client, and its properly disclosed principal. In no event shall A&A have any duty or obligation to any third party. Directing A&A to proceed with the Work shall constitute acceptance of the terms of A&A's proposal and these General Conditions. On-Call Services -In the event A&A is retained to perform construction materials testing ("CMT''), including but not limited to proctor and soil density tests, concrete tests, etc., on an On-Call basis such that A&A is not retained to perform continuous observations of construction, Client assumes sole responsibility for determining the location and frequency of sampling and testing. In such On-Call testing, A&A's test results are only representative of conditions at the test location and elevation, and different conditions may exist at other locations and other elevations. Furthermore, in the event Client fails to properly determine the location or frequency of sampling and testing, under no circumstances will A&A assume any duty by performing its CMT services. Right-of-Entry -Unless otherwise agreed, Client will furnish right-of-entry on the property for A&A to make the planned borings, surveys, and/or explorations. A&A will take reasonable precautions to minimize damage to the property caused by its equipment and sampling procedures, but the cost of restoration or damage which may result from the planned operations is not included in the contracted amount. Damage to Existing Man-made Objects -It shall be the responsibility of the Client to disclose the presence and accurate location of all hidden or obscure man-made objects relative to field tests, sampling, or boring locations. Client waives any claim against A&A arising from any damage to existing man-made objects. In addition, Client shall defend, indemnify and hold A&A harmless from any third party claim arising from damage to existing man-made objects. Warranty and Limitation of Liability -A&A shall perform services for Client in a professional manner, using that degree of care and skill ordinarily exercised by and consistent with the standards of competent consultants practicing in the same or a similar locality as the project. In the event any portion of the services fails to comply with this warranty obligation and A&A is promptly notified in writing prior to one year after completion of such portion of the services, A&A will re-perform such portion of the services, or if re- performance is impracticable, A&A will refund the amount of compensation paid to A&A for such portion of the services. This warranty is in lieu of all other warranties. No other warranty, expressed or implied, including warranties of merchantability and fitness for a particular purpose is made or intended by the proposal for consulting services, by furnishing an oral response of the findings made or by any representations made regarding the services included in this agreement. In no event shall A&A be liable for any special, indirect, incidental, or consequential loss or delay or time-related damages. The remedies set forth herein are exclusive and the total liability of consultant whether in contract, tort (including negligence whether sole or concurrent), or otherwise arising out of, connected with or resulting from the services provided pursuant to this Agreement shall not exceed the total fees paid by Client or $50,000.00, whichever is greater. Client may, upon written request received within five days of Client's acceptance hereof, increase the limit of A&A's liability by agreeing to pay A&A an additional sum as agreed in writing prior to the commencement of A&A's services. This charge is not to be construed as being a charge for insurance of any type, but is increased consideration for the greater liability involved. PURSUANT TO §558.0035, FLORIDA STATUTES, CONSULTANT'S INDIVIDUAL EMPLOYEES AND/OR AGENTS MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE ARISING OUT OF, CONNECTED WITH, OR RESULTING FROM THEIR SERVICES PROVIDED PURSUANT TO THIS AGREEMENT. Sampling or Testing Location -Unless specifically stated to the contrary, the unit fees included in this proposal do not include costs associated with professional land surveying of the site or the accurate horizontal and vertical locations of tests. Field tests or boring locations described in our report or shown on our sketches are based on specific information furnished to us by others or estimates made in the field by our technicians. Such dimensions, depths or elevations should be considered as approximations unless otherwise stated in the report. Sample Handling and Retention -Generally test samples or specimens are consumed and/or substantially altered during the conduct of tests and A&A, at its sole discretion, will dispose (subject to the following) of any remaining residue immediately upon completion oftest unless required in writing by the Client to store or otherwise handle the samples. (a) NON HAZARDOUS SAMPLES: At Client's written request, A&A will maintain preservable test samples and specimens or the residue therefrom for thirty (30) days after submission of A&A's report to Client free of storage charges. After the initial 30 days and upon written request, A&A will retain test specimens or samples for a mutually acceptable storage charge and period of time. (b) HAZARDOUS OR POTENTIALLY HAZARDOUS SAMPLES: In the event that samples contain substances or constituents hazardous or detrimental to human health, safety or the environment as defined by federal, state or local statutes, regulations, or ordinances ("Hazardous Substances" and "Hazardous Constituents", respectively), A&A will, after completion of testing and at Client's expense: (i) return such samples to Client; (ii) using a manifest signed by Client as generator, will have such samples transported to a location selected by Client for final disposal. Client agrees to pay all costs associated with the storage, transport, and disposal of such samples. Client recognizes and agrees that A&A is acting as a bailee and at no time does A&A assume title of said waste. Discovery of Unanticipated Hazardous Materials -Hazardous materials or certain types of hazardous materials may exist at a site where there is no reason to believe they could or should be present. A&A and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work or termination of services. A&A and Client also agree that the discovery of unanticipated hazardous materials may make it necessary for A&A to take immediate measures to protect health and safety. A&A agrees to notify Client as soon as practicable should unanticipated hazardous materials or suspected hazardous materials be encountered. Client encourages A&A to take any and all measures that, in A&A's professional opinion, are justified to preserve and protect the health and safety of A&A's personnel and the public. Client agrees to compensate A&A for the additional cost of working to protect employees' and the public's health and safety. In addition, Client waives any claim against A&A arising from A&A's discovery of unanticipated hazardous materials or suspected hazardous materials. Indemnification -Client agrees to defend, indemnify and save harmless A&A from all claims, including negligence claims, suits, losses, personal injuries, death and property liability resulting from the actions or inactions of Client, Client's contractors, representatives, agents and employees. Legal Jurisdiction -The parties agree that any actions brought to enforce any provision of this Agreement shall only be brought in a court of competent jurisdiction located in Orlando, Orange County, Florida. All causes of action, including but not limited to actions for indemnification, arising out of A&A's Work shall be deemed to have accrued and the applicable statutes oflimitation shall commence to run not later than either the date of substantial completion of the Work for acts or failures to act occurring prior to substantial completion, or the date of issuance of A&A's final invoice for acts or failures to act occurring after substantial completion of the Work. Each of the parties hereto irrevocably waives any and all right to trial by jury in any legal proceeding arising out of or relating to this agreement. Force Majeure -A&A shall not be held responsible for any delay or failure in performance caused by fire, flood, explosion, war, strike, embargo, government requirement, civil or military authority, acts of God, act or omission of subcontractors, carrier, clients or other similar causes beyond its control. Drafting and Sev~ability-This Agreement has been drafted by all Parties hereto and shall not be construed against one Party or in favor of any other Party. In the event that any provision ofthis Agreement is held invalid, the remainder of this Agreement shall be fully enforceable. 1/2/14 _. 'W Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Mr. John Pekar, P.E. 102 Columbia Drive, Suite 207 Cape Canaveral, Florida 32920 Phone: (321) 288-1040 johnpekarpe@gmail.com Subject: Proposal for Subsurface Soil Exploration Oak Lane Paving Cape Canaveral, Florida Dear Mr. Pekar: March 17, 2016 Proposal File No. 1623-036 Revised April 6, 2016 As requested, we are pleased to present this proposal for conducting a preliminary subsurface soil exploration for the subject project. Based on information provided by Mr. Pekar, the purpose of the exploration is to obtain shallow soil stratigraphy and groundwater level data within the dirt road area to be paved. The length of the road to be paved is approximately 730 lineal feet. In addition, we will provide an estimate of the normal seasonal high groundwater level at the boring locations. The following summarizes our proposed scope of work and associated fees for conducting the subject exploration. FIELD EXPLORATION The requested field exploration program would consist of drilling three auger borings at semi- random locations within the existing dirt road to be paved. In addition, we will drill three auger borings just off of the City easement at the west end of Oak Lane at locations selected by the Client. Each boring would be drilled to a depth of 1 to 2 feet below the encountered groundwater table or to a maximum depth of 6 feet below ground surface, whichever is encountered first. The auger borings will be drilled using a 3-inch diameter hand-held bucket auger. Each sample will be removed from the auger in the field and then examined and visually classified by our engineering technician. Representative portions will be sealed and packaged for transportation to our laboratory for further analysis as required. Water level measurements will be made in each borehole shortly after drilling. LABORATORY PROGRAM Routine laboratory visual classification of the soil samples collected form the borings will be performed by a geotechnical engineer. 1300 N. Cocoa Boulevard, Cocoa, FL 32922 Phone (321) 632-2503 FAX (321) 636-4657 Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port Charlotte, Port St. Lucie, Sarasota, Tallahassee, Tampa, West Palm Beach Mr. John Pekar, P.E. Proposal File No. 1623-036 ENGINEERING REPORT -2- Engineering analysis of all data obtained will be made to evaluate general subsurface conditions and to develop engineering recommendations to guide site preparation and pavement construction. In addition, we will provide an estimate of the normal seasonal high groundwater table level at the boring locations. Our recommendations for the roadway, together with all data developed during the exploration, will be submitted in a written report upon conclusion of the study. COST ESTIMATE The costs associated with the aforementioned tasks will not exceed $1,850.00 without prior authorization. TERMS AND CONDITIONS This proposal is subject to the following terms and conditions: (1) access to boring locations is to be readily available to our field personnel, (2) the proposed number of borings and the boring depths will be adequate, (3) Ardaman & Associates will not take responsibility for damages to underground structures and/or services not located by the Sunshine State One Call; their locations are to be provided by the client or owner prior to commencement of the fie.Id work, and (4) exploration or evaluation of the environmental (ecological or hazardous/toxic material related) condition of the site and subsurface is not included. CLOSURE We appreciate the opportunity to submit this proposal and look forward to working with you on this project. If this proposal meets with your approval, please indicate your acceptance by signing and returning the attached Proposal/Project Acceptance sheet. Please call if you have any questions or require additional information. Very truly yours, ARDAMAN & ASSOCIATES, INC. Jason P. Manning, P.E. Branch Manager Subsurface Soil Exploration and Geotechnical Engineering Evaluation Oak Lane Paving Cape Canaveral, Florida ..,,. Ardaman & Associates, Inc. OFFICES Orlando -8008 S. Orange Avenue, Orlando Florida 32809 -Phone (407) 855-3860 Alexandria -3609 Mac Lee Drive, Alexandria, Louisiana 71302 -Phone (318) 443-2888 Bartow -1525 Centennial Drive, Bartow, Florida 33830 -Phone (863) 533-0858 Baton Rouge -316 Highlandia Drive, Baton Rouge, Louisiana 70884 -Phone (225) 752-4790 Cocoa -1300 N. Cocoa Blvd., Cocoa, Florida 32922 -Phone (321) 632-2503 Fort Myers -9970 Bavaria Road, Fort Myers, Florida 33913 -Phone (239) 768-6600 Miami -2608 W. 841h Street, Hialeah, Florida 33016-Phone (305) 825-2683 Monroe -1122 Hayes Street, West Monroe, Louisiana 71292 -Phone (318) 387-4103 New Orleans -1305 Distributors Row, Suite I, Jefferson, Louisiana 70123 -Phone (504) 835-2593 Port St. Lucie -460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986-Phone (772) 878-0072 Sarasota -78 Sarasota Center Blvd., Sarasota, Florida 34240 -Phone (941) 922-3526 Shreveport -7222 Greenwood Road, Shreveport, Louisiana 71119 -Phone (318) 636-3673 Tallahassee -3175 West Tharpe Street, Tallahassee, Florida 32303 -Phone (850) 576-6131 Tampa -3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619 -Phone (813) 620-3389 West Palm Beach -2200 North Florida Mango Road, Suite 101 , West Palm Beach, Florida 33409 -Phone (561) 687-8200 MEMBERS: A.S.F.E. American Concrete Institute ASTM International Florida Institute of Consulting Engineers _,-.,. Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Mr. John Pekar, P.E. 102 Columbia Drive, Suite 207 Cape Canaveral, Florida 32920 Subject: Subsurface Soil Exploration and Geotechnical Engineering Evaluation Oak Lane Paving Cape Canaveral, Florida Dear Mr. Pekar: May 4, 2016 File No. 16-23-5219 As requested and authorized by you , we have completed a shallow subsurface soil exploration for the subject project. The purposes of performing this exploration were to evaluate the general subsurface conditions within the roadway area to be paved and to provide recommendations for site preparation and pavement construction. In addition, we have estimated the normal seasonal high groundwater level at the boring locations. This report documents our findings and presents our engineering recommendations. SITE LOCATION AND SITE DESCRIPTION The project site is the existing right-of-way areas of Oak Lane from the intersection with N. Atlantic Avenue on the east to an area approximately 730 feet west of the intersection. In addition, the project area includes an undeveloped area located immediately northwest of Oak Lane. The project area is located in Cape Canaveral, Florida (Section 14, Township 24 South, Range 37 East). The subject portion of Oak Lane where our field exploration was performed is currently a dirt road. A few businesses and single-family residences are located along the road. The portion of the project site located northwest of Oak Lane is undeveloped, sparsely wooded, and vegetated with brush. Based on information provided by Mr. Pekar, Oak Lane is proposed to be paved with asphaltic concrete. Grading plans are not complete at this time, therefore we have assumed that less than 2 feet offill is required to raise the roadway area to final elevations. If the actual fill height exceeds our assumption, then the recommendations in this report may not be valid. 1300 N. Cocoa Boulevard, Cocoa, FL 32922 Phone (321) 632-2503 FAX (321) 636-4657 Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port Charlotte, Port St. Lucie, Sarasota, Tallahassee, Tampa, West Palm Beach Oak Lane Paving File No. 16-23-5219 REVIEW OF SOIL SURVEY MAPS -2- Based on the 1974 Soil Survey for Brevard County, Florida, as prepared by the U.S. Department of Agriculture Soil Conservation Service, the project site is located in an area mapped as the "Palm Beach sand" soil series on the east portion of the site and the "Parkwood fine sand, moderately fine subsoil variant" and "Canaveral complex, gently undulating" soil series on the west portion of the site. A description of these soil types , as obtained from the Soil Survey, is provided below. Palm Beach sand (Pb): Palm Beach sand is a nearly level and gently sloping excessively drained soil on dunelike ridges that roughly parallel the Atlantic Ocean. It consists of mixed sand and shell fragments. The water table is at a depth of more than 1 O feet. Parkwood fine sand, moderately fine subsoil variant (Pk): Parkwood fine sand, moderately fine subsoil variant is a nearly level, poorly drained soil that has a loamy subsoil. It is in hammocks that border streams, poorly defined drainageways, and depressions. In a representative profile the top 7 inches consists of sand and loamy sand and the subsoil extending to 30 inches is sandy clay loam. Loamy sand and sand then extend to a depth of 65 inches. The water table is generally at a depth of 10 to 30 inches. During wet periods, it is within a depth of 10 inches for as long as 2 to 4 months. This soil is flooded for 7 days to 1 month once in 1 to 5 years. Canaveral complex, gently undulating (Ca): Canaveral complex, gently undulating consists of nearly level and gently sloping soils that are mixtures of sand and shell fragments. It is along the Atlantic Coast on narrow ridges interspersed with parallel narrow sloughs. The water table is between depths of 10 and 40 inches for 2 to 4 months a year. In dry seasons it is below a depth of 60 inches. FIELD EXPLORATION PROGRAM The field exploration program included performing three auger borings (AB-1 through AB-3) in the portion of Oak Lane to be paved and three auger borings (AB-4 through AB-6) in the area to the northwest for informational purposes only. They were drilled using a 3-inch diameter, hand-held bucket auger to depths ranging from 4.5 to 6 feet below the ground surface. Representative soil samples were recovered from the auger borings and transported to our laboratory for further analysis. The groundwater level at each of the boring locations was measured during drilling. Upon completion, the borings were backfilled with soil cuttings. The approximate locations of the borings are schematically illustrated on an aerial photograph plan shown on Figure 1. These locations were determined in the field by wheel Oak Lane Paving File No. 16-23-5219 -3- measuring/estimating distances from existing site features and should be considered accurate only to the degree implied by the method of measurement used. LABORATORY PROGRAM Representative soil samples obtained during our field sampling operation were packaged and transferred to our laboratory for further visual examination and classification. The soil samples were visually classified in general accordance with the Unified Soil Classification System (ASTM D-2488). The resulting soil descriptions are shown on the soil boring profiles presented on Figure 2. GENERAL SUBSURFACE CONDITIONS General Soil Profile The results of the field exploration and laboratory programs are graphically summarized on the soil boring profiles presented on Figure 2. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. The results of the borings indicate the presence of primarily fine sand (Unified Soil Classification SP) from existing ground surface to the termination depth of the deepest boring , 6 feet below ground surface. In addition, silty fine sand (SM) was encountered in Borings AB-3 and AB-6 at depths ranging from 1.6 to 2.5 feet below ground surface, organic topsoil was encountered at the surface in Borings AB-4 through AB-6, and what appeared to be cemented sand (possibly a soil cement base) was encountered in Boring AB-3 from approximately 0.2 to 1.2 feet below existing ground surface. Various amounts of gravel, limerock, and shell were encountered in the soil samples collected from the borings. The above soil profile is outlined in general terms only. Please refer to Figure 2 for soil profile details. Groundwater Level The groundwater level was measured in the boreholes on the day drilled. As shown on Figure 2 groundwater was encountered at depths that ranged from 1.6 to 5.9 feet below the existing ground surface on the date indicated. Fluctuations in groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. NORMAL SEASONAL HIGH GROUNDWATER LEVEL The normal seasonal high groundwater level each year is the level in the August-September period at the end of the rainy season during a year of normal (average) rainfall. The water table elevations associated with a higher than normal rainfall and in the extreme case, flood, would be Oak Lane Paving File No. 16-23-5219 -4- higher to much higher than the normal seasonal high groundwater level. The normal high water levels would more approximate the normal seasonal high groundwater levels. The seasonal high groundwater level is affected by a number of factors. The drainage characteristics of the soils, the land surface elevation, relief points such as drainage ditches, lakes, rivers , swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. In addition to evaluating the conditions above, we have reviewed annual precipitation data available from the Melbourne Office of the National Weather Service. Based on this data, the annual rainfall to date in Brevard County is approximately 14.3 inches, which is approximately 4.6 inches above normal for this time of year. Based on our interpretation of the site conditions using our boring logs, we estimate the normal seasonal high groundwater level at the boring locations to be approximately 1.5 to 2 feet above the groundwater levels measured at the time of our field exploration. This indicates that the groundwater level may rise above the existing ground surface in the areas of Borings AB-4 through AB-6. The level to which the water level will rise above the ground surface should be determined by the project drainage engineer. ENGINEERING EVALUATION AND RECOMMENDATIONS General The results of our exploration indicate that, with proper site preparation as recommended in this report, the existing soils encountered in Borings AB-1 through AB-3 are suitable for construction of the proposed flexible pavement. The following are our recommendations for overall site preparation and pavement construction which we feel are best suited for the proposed roadway and existing soil conditions. The recommendations are made as a guide for the design engineer, parts of which should be incorporated into the project's specifications. Stripping and Grubbing The "footprint" of the proposed roadway, plus a minimum margin of 3 feet, should be stripped of all surface vegetation, stumps, debris, organic topsoil or other deleterious materials, as encountered . We recommend that the cemented sand (possible soil cement base material) encountered at the location of Boring AB-3 be removed in its entirety from the roadway area prior to construction of the new pavement section. Buried utilities should be removed or plugged to eliminate conduits into which surrounding soils could erode. After stripping, the site should be grubbed or root-raked such that roots with a diameter greater than~ inch, stumps, or small roots in a dense state, are completely removed. The actual depth(s) of stripping and grubbing must be determined by visual observation and judgment during the earthwork operation. Oak Lane Paving File No. 16-23-5219 -5- All existing foundations, slabs, asphalt, and any other underground structures should be removed from the proposed construction area. If pipes or any collapsible or leak prone utilities are not removed or completely filled (with grout or concrete), they might serve as conduits for subsurface erosion resulting in excessive settlements. Over-excavated areas resulting from the removal of underground structures and unsuitable materials should be backfilled in accordance with the fill soils section of this report. It has been our experience that soils surrounding existing buildings sometimes contain pockets of construction debris or other deleterious materials requiring removal and replacement with compacted clean fine sands. Therefore, we strongly recommend that the stripped surface be inspected by Ardaman & Associates, Inc. Proof-rolling We recommend proof-rolling the cleared surface to locate any unforeseen soft areas or unsuitable surface or near-surface soils, to increase the density of the upper soils, and to prepare the existing surface for the addition of the fill soils (as required). Proof-rolling of the roadway area should consist of at least three passes of a compactor capable of achieving the density requirements described in the next paragraph. Each pass should overlap the preceding pass by 30 percent to achieve complete coverage. If deemed necessary, in areas that continue to "yield", remove all deleterious material and replace with clean, compacted sand backfill. The proof-rolling should occur after cutting and before filling. A density equivalent to or greater than 95 percent of the modified Proctor (ASTM D-1557) maximum dry density value for a depth of 1 foot in the roadway area must be achieved beneath the stripped and grubbed ground surface. Additional passes and/or overexcavation and recompaction may be required if these minimum density requirements are not achieved. The soil moisture should be adjusted as necessary during compaction. Due to the relatively high groundwater level on portions of this site, proof-rolling may cause upward movement or "pumping" of the groundwater. However, we recommend that the existing surface be level and firm prior to the addition of fill soils. Proof-rolling with a front-end loader may help achieve the desired surface and compaction condition before adding the fill soils. The site should be dewatered as necessary. Depending on the time of year, a 12-to 18-inch layer of clean fine sand (SP) fill may be required prior to proof-rolling. Care should be exercised to avoid damaging any neighboring structures while the compaction operation is underway. Prior to commencing compaction, occupants of adjacent structures should be notified and the existing condition (i.e. cracks) of the structures documented with photographs and survey (if deemed necessary). Compaction should cease if deemed detrimental to adjacent structures, and Ardaman & Associates should be notified immediately. Due to the proximity of existing structures to the roadway, heavy vibratory compaction equipment should be used with caution. Oak Lane Paving File No. 16-23-5219 Suitable Fill Material and the Compaction of Fill Soils -6- All fill soil should be free of organic materials, such as roots and vegetation. We recommend using fill with less than 12 percent by dry weight of material passing the U.S. Standard No. 200 sieve size. The fine sand (Stratum No. 1 without roots, as shown on Figure 2) is suitable for use as fill soil and, with proper moisture control, should density using conventional compaction methods. Soils with more than 12 percent passing the No. 200 sieve (Stratum No. 3 on Figure 2) can be used in some applications, but will be more difficult to compact due to their inherent nature to retain soil moisture. All structural fill should be placed in level lifts not to exceed 12 inches in uncompacted thickness. Each lift should be compacted to at least 95 percent of the modified Proctor (ASTM D-1557) maximum dry density value. The filling and compaction operations should continue in lifts until the desired elevation(s) is achieved. If hand-held compaction equipment is used, the lift thickness should be reduced to no more than 6 inches. Dewatering If the control of groundwater is required to achieve the necessary stripping, excavation, proof- rolling, filling, compaction, and any other earthwork, sitework, and/or foundation subgrade preparation operations required for the project, the actual method(s) of dewatering should be determined by the contractor. Dewatering should be performed to lower the groundwater level to depths that are adequately below excavations and compaction surfaces. Adequate groundwater level depths below excavations and compaction surfaces vary depending on soil type and construction method, and are usually 2 feet or more. Dewatering solely with sump pumps may not achieve the desired results. Typical Asphaltic Concrete Surface Pavement Section The pavement recommendations presented below are consistent with the May 2008, Brevard County Land Development standard section for "Marginal Access and Local Streets, Urban Section -50' Right of Way" roadways. If this roadway section does not apply to the project site, the pavement section should be adjusted accordingly. Site Preparation All areas to be paved should be prepared as previously outlined. Prior to pavement base installation, the subgrade soil compaction should be verified for a depth of 12 inches (i.e .; compacted to at least 95 percent of the modified Proctor (ASTM D-1557, AASHTO T-180) maximum dry density value). Limerock or Cemented Coquina Base A limerock or cemented coquina base course 8 inches thick overlying an 8-inch thick stabilized subgrade can be used provided that grading and drainage plans preclude periodic saturation of the base material. The periodic saturation of a limerock/coquina base material could lead to Oak Lane Paving File No. 16-23-5219 -7- premature pavement distress. A minimum clearance of 18 inches must be maintained between the bottom of the limerock/coquina base and the seasonal high groundwater table. The limerock or cemented coquina should have a minimum Limerock Bearing Ratio (LBR) value of 100 and should be compacted to at least 98 percent of the modified Proctor (ASTM D-1557, AASHTO T-180) maximum density value. For truck drive areas, the base thickness should be a minimum of 10 inches. An 8-inch thick stabilized subgrade having a minimum Limerock Bearing Ratio (LBR) value of 40 must be achieved beneath the limerock or cemented coquina base. The natural soils may have to be stabilized with suitable clayey soil in order to achieve the required LBR value. The stabilized subbase must be compacted to at least 98 percent of the modified Proctor maximum dry density (ASTM D-1557, AASHTO T-180). Soil-Cement Base (Optional) In lieu of limerock or cemented coquina, install a minimum 8-inch thick soil-cement base compacted to at least 97 percent of the standard Proctor maximum dry density (AASHTO T-134 ). The soil cement should have a minimum laboratory compressive strength of 300 pounds per square inch (psi) in 7 days. For truck drive areas, increase the minimum thickness to 10 inches. A minimum clearance of 12 inches should be maintained between the bottom of the soil cement base and the normal seasonal high groundwater level. The term soil-cement applies to a type of base material that utilizes cement mixed with a select soil to develop its strength. We recommend conducting a laboratory soil-cement design to determine the actual cement content necessary. Shrinkage cracking normally occurs during the hydration of a soil-cement base and is reflected through the asphaltic concrete surface. We strongly recommend a curing time period of at least 7 days before applying the overlying asphaltic concrete wearing surface. This waiting period will not eliminate the cracks in the pavement surface, but will help reduce the severity of the cracks. An approved tack coat should be applied on a clean (swept) soil-cement surface to develop a sufficient bond before the paving begins. The base should be inspected and sounded for hardness prior to paving operations. Any soft or otherwise unsuitable areas should be repaired as recommended by Ardaman & Associates. Cracks in the pavement surface that occur when soil-cement base is used are sometimes unappealing to owners. We recommend that an owner unaccustomed to these cracks observe examples of pavement cracks in actual soil cement applications to verify that cracks are acceptable. Free-draining subgrade soils (i.e.; soils with less than 12 percent fines by dry weight) are recommended beneath soil-cement base to promote drainage of infiltrating water. If the contractor's means and methods include stabilizing soils beneath the soil-cement base, then the stabilizing material should be coarse material (e.g.; gravel). Low permeability soils (e.g.; silt and/or clay) should not be used as stabilizing material beneath soil cement base. Oak Lane Paving File No. 16-23-5219 Wearing Surface -8- A minimum 1~-inch layer of Type SP-12.5 asphaltic concrete should be used for a wearing surface in automobile drive areas. For truck drive areas, 2 inches of Type SP-12.5 asphaltic concrete should be used. Specific requirements for the Type-SP asphaltic concrete wearing surface are outlined in Section 334 in the Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, latest edition. Equivalent Type S asphaltic concrete may be substituted for Type SP-12.5; however, we recommend a minimum Marshall stability of 2,200 pounds if Type S is used. The latest specifications of Florida Department of Transportation shall govern the placement of the base and asphaltic concrete wearing surface. The above minimum requirements will satisfactorily support Traffic Level A*. If a heavier traffic pattern is anticipated, the design section should be increased accordingly. QUALITY ASSURANCE We recommend establishing a comprehensive quality assurance program to verify that all site preparation and pavement construction is conducted in accordance with the appropriate plans and specifications. Materials testing and inspection services should be provided by Ardaman & Associates. As a minimum, an on-site engineering technician should monitor all stripping and grubbing to verify that all deleterious materials have been removed and should observe the proof-rolling operation to verify that the appropriate numbers of passes are applied to the subgrade. In-situ density tests should be conducted during filling activities and below all pavement areas to verify that the required densities have been achieved. In-situ density values should be compared to laboratory Proctor moisture-density results for each of the different natural and fill soils encountered. Additionally for the pavements, Limerock Bearing Ratio tests should be performed. The base course(s) should be tested for density and thickness. We recommend that Ardaman & Associates be retained to review the asphalt pavement mix design proposed for use on the project prior to pavement placement. During asphalt pavement construction, samples of the asphaltic concrete should be obtained and tested in the laboratory to verify compliance with the mix design, including testing Marshall Stability and flow (Type S asphalt only), asphalt content, and aggregate gradation. We also recommend full-time monitoring/testing in the batch plant and on the site during pavement placement. The asphaltic concrete thickness should be verified in the field. IN-PLACE DENSITY TESTING FREQUENCY * Reference: "Flexible Pavement Design Manual", Florida Department of Transportation. (2015) Oak Lane Paving File No. 16-23-5219 -9- In Central Florida, earthwork testing is typically performed on an on-call basis when the contractor has completed a portion of the work. The test result from a specific location is only representative of a larger area if the contractor has used consistent means and methods and the soils are practically uniform throughout. The frequency of testing can be increased and full-time construction inspection can be provided to account for variations. We recommend that the following minimum testing frequencies be utilized. In the proposed roadway area, a minimum frequency of one in-place density test every 200 linear feet should be used. The existing, natural ground should be tested to a depth of 12 inches at the prescribed frequency. Each 12-inch lift of fill, as well as the stabilized subgrade (where applicable) and base should be tested at this frequency. Utility backfill (if applicable) should be tested at a minimum frequency of one in-place density test for each 12-inch lift for each 200 linear feet of pipe. Additional tests should be performed in backfill for manholes, inlets, etc. Representative samples of the various natural ground and fill soils, as well as stabilized subgrade and base materials, should be obtained and transported to our laboratory for Proctor compaction tests. These tests will determine the maximum dry density and optimum moisture content for the materials tested and will be used in conjunction with the results of the in-place density tests to determine the degree of compaction achieved. CLOSURE The analyses and recommendations submitted herein are based on the data obtained from the soil borings presented on Figures 1 and 2. This report does not reflect any variations which may occur adjacent to or between the borings. The nature and extent of the variations between the borings may not become evident until during construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations presented in this report after performing on- site observations during the construction period and noting the characteristics of the variations. This study does not include an evaluation of the environmental (ecological or hazardous/toxic material related) condition of the site and subsurface. This report has been prepared for the exclusive use of Mr. John Pekar, P.E. in accordance with generally accepted geotechnical engineering practices. In the event any changes occur in the design, nature, or location of the proposed roadway, we should review the applicability of conclusions and recommendations in this report. We recommend a general review of final design and specifications by our office to verify that earthwork and pavement construction recommendations are properly interpreted and implemented in the design specifications. Ardaman & Associates should attend the pre-bid and preconstruction meetings to verify that the bidders/contractor understand the recommendations contained in this report. Oak Lane Paving File No. 16-23-5219 -10- We are pleased to be of assistance to you on this phase of the project. When we may be of further service to you or should you have any questions, please contact us. Very truly yours, ARDAMAN & ASSOCIATES, INC. Certificate of Authorization No. 5950 an J. Zrallack, P.E. Senior Project Engineer Florida License No. 63911 DJZ/JPM/ljh ~/~ Ja n P. Manning, V ranch Manager Florida License No. 53265 LEGEND 0 100 200 () AB AUGER BORING LOCATION ----SCALE: 1 "•200' BORING LOCATION PLAN W Ardaman & Associates, Inc. _ _. ...... Geotechnlcal, Envlronmental and W Materlal1 Con1ultant1 SUBSURFACE SOIL EXPLORATION OAK LANE PAVING CAPE CANAVERAL, FLORIDA DRAWN JM TAT CHECKm BY: D\T'E: 4 25 16 f1l£ NO. N'PllOl'ED 11'1': 16-5219 1 DATE DRILLED: I-0 ..... ..... ..... .sz. DATE DRILLED: 4/22/16 AB-1 WITH TRACE 4/22/16 AB-2 GRAVEL · &WITH TRACE @I GRAVEL w-WITH WITH SHELL LIME ROCK @ .sz. }-WITH TRACE -=- .. @ 4/22/16 AB-4 SHELL @wlTH .·· 4/22/16 AB-5 .sz. SHELL -=- 4/22/16 AB-3 4/22/16 AB-6 ORGANIC TOPSOIL TOPSOIL ORGANIC TOPSOIL I-0 ..... ..... ..... .· .. . . . [.";:\ WITH TRACE >: \!Y SHELL .sz. .sz. . . . @WITH SHELL :I: Ii: 5 ..... c SOIL DESCRIPTIONS f ::::1 CD FINE SAND (SP) LEGEND II ® CEMENTED SAND (POSSIBLE SOIL CEMENT) ll:lll@ SILTY FINE SAND (SM) @ ® © ® COLORS LIGHT BROWN TO ORANGE-BROWN DARK GRAY OR DARK BROWN GRAYISH BROWN BROWN © LIGHT GRAY TO GRAY AB AUGER BORING .SZ. GROUNDWATER LEVEL MEASURED ON DATE DRILLED SP,SP-SM 0 5 0 5 UNIFIED SOIL CLASSIFICATION SYSTEM SOIL BORING PROFILES SM,SC,CH WHILE THE BORINGS ARE REPRESENTATIVE Of' SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND f'OR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC Of' THE SUBSURFACE MATERIALS Of' THE REGION ARE ANTICIPATED AND MAY BE ENCOUNTERED. THE BORING LOGS AND RELATED INF'ORMATION ARE BASED ON THE DRILLER'S LOGS AND VISUAL EXAMINATION Of' SELECTED SAMPLES IN THE LABORATORY. THE DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE DESCRIPTION REPRESENTS OUR INTERPRETATION Of' SUBSURFACE CONDITIONS AT THE DESIGNATED BORING LOCATIONS ON THE PARTICULAR DATE DRILLED. GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACES ENCOUNTERED ON THE DATES SHOWN. FLUCTUATIONS IN WATER TABLE LEVELS SHOULD BE ANTICIPATED THROUGHOUT THE YEAR. W Ardaman c!c Associates, Inc. _..,...&.._ Geotechnlcal, Environmental and W Material• Con1ultant1 SUBSURFACE SOIL EXPLORATION OAK LANE PAVING CAPE CANAVERAL, FLORIDA • u ~ I-f s !' ~ I ~ r J " --:::7 ~: ~i \) Q :i> "') '5' ~ 0 ~ ~~ ~ ~ ~ ~ .:A, " ~ :; () ..) :-~ ' -..» ~~~ vt ~ £, "\'\ 1~ ~ ~ r ..... ~ ..1. !" V\ "" i ~ 1\ l I\ ..... .,... .,,. 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PEKAR, P.E., LLC Clvi I Engineering/Consuhing 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 September 28, 2016 TO: Brandon Shugart FROM: John A. Pekar, PE SUBJECT: 100% Review Comments Oak Lane Improvement Plans Dated 9/14116 1. General Notes • #15 • #20 • #5 The 2" water line is 4" in this area. Compact to minimum of 98% ASHTO Tl 80. Should read "planted small trees (msp.)" Still have computer vertical row "print line" problem through notes; missing letters. (If we can't correct, we can live with it.) 2. Sheet C-3 • Left out grade break stations and elevations at shelter. (Also on Sheet C-4) (on profile sheets). • Need to add 4" pvc sleeves for future City irrigation (next comment). • Add a 4" sleeve, 2' outside of flat curb on north and 1.5' outside of sidewalk on south, at Stas. 1 +00, 2+00, 4+50; total of 3 pvc sleeves. • Need a "box" listing the stations for each stormwater inlet box or just station each inlet. • Need to check last house on south side of Oak Lane; is it's finished floor slab 12" above edge of road grade? I believe you have house elevations in data files. • What is heavy dashed line, above approximate south right of way line? 3. Sheet C-5 • Show stations of manhole structures within easement. Page 2 September 27, 2016 Oak Lane 100% Review Comments • Need to station outfall of 19" x 30" culvert system. Were we going to show station equation at inlet box #5? 4. Sheet C-6 • Check stationing of cross section in drainage easement. Is it 4+69? • On cul-de-sac cross section, aren't we filling more of cul-de-sac? Check road profile. • Cross sections 2+60 and 4+ 30 seem to present grading problems with south property line. Do we need temporary lot grading easement outside of right of way for these areas or can we match existing ground? We can't grade over open inlet boxes. Let's discuss the above before you start for any questions. I am also sending you the revised cost estimate for the project at a later date with residential comments. Thanks for a good job. Sincerely, John A. Pekar, P.E. JAP:rmf Gmail John Pekar <johnpekarpe@gmail.com> Oak Lane Special Provisions 1 message John Pekar <johnpekarpe@gmail.com> Thu, Sep 1, 2016 at 10:40 AM To: Brandon Shugart <brandon.shugart@gmail.com>, Brandon Shugart <Surveyor7009@imecivil.com> Please be sure to use this updated version. John A. Pekar, PE Managing Member John A. Pekar, PE, LLC 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 (321) 613-2959 ofc (321) 288-1040 cell johnpekarpe@gmail.com ~ Special Provisions.docx 64K JOHN A. PEKAR, P.E., LLC Clvl I Englneerlng/Consuhlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 SPECIAL PROVISIONS OAK LANE Revised August 30, 2016 1. All driveways along Oak Lane will have flat curbing at the new Oak Lane pavement interface. Driveways that extend into Oak Lane paving areas will be saw cut for a smooth edge. 2. Prior to construction, Contractor will stake Oak Lane rights of way and mark all conflict areas including specimen trees. A City/Contractor team will then review and adjust conflict areas with field changes, if necessary. 3. FPL needs to be notified by Contractor (once contract is awarded) for pole relocation. 4. The noted two drainage FDOT C boxes will be fitted with Suntree Technologies grate inlet skimmers or approved equivalent for stormwater treatment. 5. Existing driveways, mailboxes, water meters, newly planted small trees, and other residential items within he Oak Lane roadway boundaries will be replaced in kind or moved by the Contractor onto abutting properties. 6. While an agreement with the last southwest residence on Oak Lane has been made with the City Fire Department to turn vehicles in their driveway; the paving of the cul-de-sac should include the largest radius as the rights of way will allow. Following Contractor early stake out, some plan dimensions may be field adjusted. 7. Contractor shall provide the City with a Maintenance of Traffic Control Plan prior to start of work. This should include vehicles and pedestrians. 8. Outfall drainage (behind the chained gate) and to the Canaveral Drainageway shall be first staked by the Contractor with work to be in City's 20' easement. Both a water line, City sewer line, and northern offsite drainage line may interface with the City's 20' easement. If conflicts with the proposed drainage outfall line are discovered in the field, additional easements (including temporary construction easements) may be pursued. Page 2 Revised July 28, 2016 Oak Lane Special Provisions 9. The Contractor is to provide an erosion control plan prior to starting construction. This includes floating turbidity barriers in the Canaveral Drainageway when headwall or drainage culvert work is performed. 10. Contractor to coordinate with work performed from North Atlantic Ave.'s streetscaping. Project tie ins will be at the N. Atlantic Ave. rights of way line. 11. The city of Cape Canaveral may provide (at a later date) additional landscaping/irrigation, and street lighting. 12. Driveway tie ins to La Cantina and Circle K, from Oak Lane, will be coordinated between Contractor, Owners, and City prior to construction. 13. Fill material will be required for the northwest areas of Oak Lane. Contractor to also provide mounded fill over outfall drainage pipe; from the chain gate to the Canaveral Drainageway (approximately 8" of fill to provide protection cover from maintenance vehicles). 14. Contractor to submit shop drawings for all inlet boxes including those with Suntree baffles (or approved equivalent) prior to construction of drainage systems. 15. Contractor shall submit a dewatering plan to City for approval prior to start of drainage work. The plan may require temporary offsite easements. 16. Segments of the 2" water line from Sta. 4+50 (+/-)to the cul-de-sac will require relocation to clear the proposed storm drain. 17. The 6" potable water line serving the cul-de-sac hydrant needs to be located prior to start of construction. Any conflicts with the proposed outfall drainage system need to be reported to the project manager. 18. The City will provide the street name and stop signs. 19. Contractor to locate 6" water line as shown on existing survey (Sheet C-2), where conflicts may exist with the outfall storm drainage pipe. The 6" water main is to be relocated at conflict points. 20. All fill areas under roadway areas (at cul-de-sac) are to be compacted to a minimum of 95% ASHT0-18.0. 111111 ... ,_ .. -............ ,.; CMl ... .,,...~/'t-.-n.u , .. .; ...... ....w..u.-;.. .. 114-... i:or. ,...,...,,:~.,,-,.,l.,1"1,l.41M ~:-;~~.,!t~~~= .. ....,_"'""'•"""' .. _ DR.41'7'-FOR DISCUSSION PURPOSES ONL r ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS Oak Lane, Cape Canaveral, Florida Cape Canaveral, Florida As of September 22, 2016 General: This Engineer's probable construction cost estimate/or Oak Lane includes the paving and drainage improvements/or the existing dirt roadway of Oak lane. Existing sanitary sewer and portable water is contained within the 50' rights of way The proposed construction drawings reflect two 11' /anes, one 5' sidewalk, and drainage improvements. Off site drainage work to the Canaveral Drainageway is included. A turn around in driveway agreement has been made with the City Fire Department to allow a reduced cul-de-sac. Special Construction Considerations for the project will include: • Water line relocations at two areas. •A resetting of FPL power poles and guide wires. • Possible adjustment of south side sewer laterals. •Resident coordination with driveways, mailboxes, landscaping, etc. in right of way. • Utility coordination and possible dewateringfor outfall drainage line in City's lO' easement. • Sidewalk rails at two inlets. City will install street sign and stop sign. Future landscaping also by City including re-use water. Pay Item Description Power Pole Relocation BY FPL Mobilization Erosion/Sediment Protection Turbidity Curtain -Canal MOT Right of Way Clearing/Grubbing Clearing Easement Areas Roadway Grading To be spread over outfall pipe. Roadway Subbase 12" Stabilized Roadway Base 6" LiJnerock 1 I /2" Asphaltic Concrete 9.5 SP Driveway Aorons 8-10 -In Kind Work Roadway Fill for Cul-de-Sac · Ribbon Curb Type F Curb Inlet Boxes w/Suntree Tech Grate Inlet FOOT Type C Inlet Boxes w/o Suntree Tech Grate Inlet FOOT Type C 18" ADS Storm Culverts 15" ADS Storm Culverts Outfall Drainage Manholes (Shallow) Headwall at Canal l 9x30 RCP Outfall Pioe Sidewalk Detection Warnings 14 Depending on Commercial Aluminum Sidewalk Rails at Tnlet Boxes Water Line Conflicts F 12 Areas . Sanitary Sewer Lateral Conflicts -- Sealing/Striping Landscaoing/Sod Includes Watering Dewatering for Outfall Mailbox Resetting, Fence Tree Removal, Mitigation 4" PVC Sleeves for Future Work Solar Lighting / To Be Determinecl~ · Re-Use Water Line To Be Determined SUBTOTAL 1 Oo/o CONTINGENCY PROBABLE COST* • Does n<>t include engineering or surveying. I t mt QTY Unit Price 5 LS 1 LS 9,000.00 1 LS 6,000.00 I LS 6,0D0.00 I LS 5,500.0D 1 LS 5DO.DD 720 CY 4.25 2151 SY 4.00 2151 SY 10.DO 1950 SY 12.00 L LS 15,000.00 300 CY IO.DO 624 LF I I.OD 870 LF 14.0D 2 EA 6,000.DD 2 EA 4,0DD.DO 380 LF 4D.OD 26 LF 25.0D 3 EA 4,0DO.DD 1 LS 2,500.0D 900 LF JOO.OD 300 SY 40.0D 14 EA 100.00 2 EA 600.DO 1 LS 10,000.00 I LS 4,000.00 I LS 500.00 l LS 5,600.00 1 LS 6,DOD.DD 1 LS 2,00D.DD I LS 10,000.00 1 LS l,20D.OO Amount 0.00 9,000.00 6,000.00 6,000.00 5,500.DO 500.00 3,060.00 8,604.00 21 ,510.DO 23.400.00 15,00D.OO 3,DOD.00 6,864.DO 12,18D.OD 12,DOO.DD 8,000.DO 15,20D.DO 650.00 12,0DD.DD 2,5DD.DO 90,000.DO 12,000.00 1,400.00 l.2DO.OO 10,000.00 4,00D.OD 5DD.OO 5,60D.OO 6,000.0D 2,000.0D 10,000.0D 1,200.00 314,868.00 31,486.80 346,354.80 Gmail John Pekar <johnpekarpe@gmail.com> Re: Oak Lane 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> Good morning sir, Tue, Sep 13, 2016 at 11 :07 AM Ran into some hiccups with my schedule, I was in the field last Wednesday, Friday, and Saturday which complete kicked by butt. Tried to recover Sunday ... to make this shorter ... We've been killing it on the surveying front and I'm signing three surveys (every morning from Sam -7am) a day to keep up with the workload (sharing with Tim). My schedule this week and next is as follows: Tuesday (today) -picking up crib at 6pm : ) -will be working on Oak land after that this evening. Wednesday -Oak Lane at lunch and afternoon. Thursday -Will have all red lines completed by this day (buffer day) Friday -review on phone -maybe around 4pm before I leave JAX? Monday -available in afternoon Tuesday -available early morning, doctors appointment at 8:30, then driving to the Keys around noon Wednesday -field work down in the Keys -available to discuss after 7pm Thursday -Training with FKAA -available after 7pm Friday -Driving home Saturday -not available -surveying in Field Sunday -available in the afternoon. I plan to be completed by Thursday this week. Praying hard that I can finish tonight or tomorrow and get you the plans as early as Wednesday night. That would be the biggest win for me. Thank you for your patience, flexibility, and understanding while I'm dealing with my juggling act. : ) Please let me know if you have any concerns with this or have any questions. talk to you later. B On Tue, Sep 13, 2016 at 10:24 AM , John Pekar <johnpekarpe@gmail.com> wrote: Brandon: Please update me on the status. I am looking forward to getting the drawings. Thanks. John A. Pekar, PE Managing Member John A. Pekar, PE, LLC 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 (321) 613-2959 ofc (321) 288-1040 cell Gmail Oak Lane 1 message John Pekar <johnpekarpe@gmail.com> John Pekar <johnpekarpe@gmail.com> Thu, Sep 29, 2016 at 9:18 AM To: Brandon Shugart <brandon.shugart@gmail.com>, Brandon Shugart <Surveyor7009@imecivil.com> One loose end I though of for the drawings: *Need a note (at west side of cul-de-sac) saying -12' of Miami curb to be installed with minor grading for driveway access to offsite parcel. Thanks. P.S. Let's discuss each drawing change before we email. John A. Pekar, PE Managing Member John A. Pekar, PE, LLC 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 (321) 613-2959 ofc (321) 288-1040 cell johnpekarpe@gmail.com M Gmail Oak Lane 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com>, Roni Flowe <roniflowe@gmail.com> Let me know if I'm on the right track with Sheet C-6. John Pekar <johnpekarpe@gmail.com> Fri, Sep 16, 2016 at 7:45 AM I still have four more sections views to complete. I'm going to try my best to be available at lunch to knock these out. Let me know your thoughts please. Thanks. Brandon Shugart 904460-5475 ~ oak lane survey 09162016 -98% Set.pdf 18995K Station ~ ~.oo'll"-----+----------~ COllUWNE OF EXISTIHG SNllTiY SEWER c~DCRADC I I CONTRACTOR TO nElD ~ 0£P1M AHO RCPCRT ANY F'WNO OOHfUCT'S 'Mlli SANITARY SC\llCR ANO STORM DfVJN SYSTEMS TO ENGINEER fWMEOIATCLY. 0 SlRlll:Jlj8[_(2 PROPOSCD W.&.HHOI.! ~TH24"HOPEPIPC STA 4+69 DRAINAGE EASMENT talion ,!. ;.J·,. l~·.;· ~· '·j ...... c: 0 ~ 0 > Q) ~ APPARENT SOUTH RICHT-Clr-WAY lliE Station APPARENT NORlH RICHT-Of-WAY UN[ o+ <><> 20.0+ .00 • 0.00 k C:UfTERl ... E Of' EXISTIHG SANITiY SEVIER CENT(R Of ClJl-OC-SAC CENTCRLINE OF ON< LANE • I I ,,,,,----EXISTINC CRADC I I I __/ _ I I -__ 7 ' I ' ~ CONTRACT<WI TO flW) I I !Pl ~ ~OEPTHfSE»STWC ~ II" WATrR .. AIN N«J REPORT ANY F'(lJt() CONFUClS 'Mlli SfQRM CXltHRACTOR TO FlElD DRAIN Plf'INC SYSTEM VERIFY OCP'IH At«> REPORT '-NY F'OUNO CONFUCTS Wnl SANITARY SEWER SYSTEM TO UKilNEDI llrlMEDIA. lEl Y. ~+§ 0.00 _,~,,.J--------+--------------+--------------~-----------~~;:ia;.~o.oo ~ CUL-DE-SAC GENERAL FlLL NOTES: 1. STORM DRAIN PIPES SHALL HAVE 12" COVER AT ALL POINTS IN THE CUL-DE-SAC ANO DRAINAGE EASEMENTS. ~ THE OUTFALL CULVERT GRADING SHOULD BLEND TO ACCESS TRAIL TO CANAL AND MAINTAIN 12 INCHES OF COVER. w iS~ ~ ..,;i ~Lal OI ...;i D.. t: !)! l<.i ~~Jo .... u-.... "' ..., ,.... 111 ·o ""11:>::;!-~~~~ffi~ ~<o~>~ Q.;uu~~ .... -..: ~::i<~ ID ..JU ~ ~8~ s; cl~ u U-ii C..WfilciilfonuDoa C..i.:!File: O.U:u.i<I .. l-1'1lWO Scale: AS NOTED Dn .... la'"'-ioll ...... .,, "" a-bdlio)r: '" AW-odby: '"' """ 09-14-l0\6 I-< ~ ffi C/J . z Ill~ 0 Ill 0 ~ ~C/J ~O'"' ~ <tJ ...l oz ~~ ~~< ~~ O~Cll 00 oo~ ~ ~ ~ > u < Po. CA.No.301t7 ~A.Pd<at P.E .. N..l0!$9 "" l STA o+so STA 2+60 STA 4+30 STA 6+00 J ~~. l Gm ail John Pekar <johnpekarpe@gmail.com> Re: WATER MAIN UPDATE 1 message John Pekar <johnpekarpe@gmail.com> Thu, Sep 8, 2016 at 11:16 AM To: Brandon Shugart <brandon.shugart@gmail.com> Thanks for Sheet C-2. Good job. We only have one crossing with the 6" line on the north storm drain run. I am meeting with the City Manager on Oak Lane on 9/14. If we can gt most of the Oak Lane construction sheets I can bring them to the meeting and take some pressure off. Thanks. John On Wed, Sep 7, 2016 at 11 :27 PM, Brandon Shugart <brandon.shugart@gmail.com> wrote: John, Attached is the existing water main update. I was able to find the as-builts and just made the line type state the size. More plan sheets to follow. Brandon Shugart 904-460-54 75 John A. Pekar, PE Managing Member John A. Pekar, PE, LLC 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 (321) 613-2959 ofc (321) 288-1040 cell johnpekarpe@gmail.com 1111 11 August 25, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 Brandon Shugart John A. Pekar, PE Oak Lane Drainage Outfall Meeting with Don Haynes Our meeting with the Oak Lane outfall property did not have any final answers. We need to fit our concrete pipe outfall line in the 20 ' easement. I think a 6" water line is in this 20' easement coming from the northern subdivision to the fire hydrant (looks like it's on your special purpose survey). I am adding a few more special provisions and will send you a copy Tuesday for incorporation into your drawings. Hopefully we can complete this project soon. Sincerely, John A. Pekar, P.E. JAP:rmf /2.. "4co Z ZiaC> (f , 1 ) '1 r. , ) I• ~ ~~~~~--_. ................... ,..,...-..,.. City of Cape Canaveral 105 POLK AVENUE • P.O. BOX 326 CAPE CANAVERAL, FLORIDA 32920 @ DEED 'l"O OAK LANE (FIOi BREVARD cn:JNTY) ORB 1832, PG 429 REXX>RDED J1\N 6, 1978 Dana Blickley, CFA Brevard County Prope rty Appraiser North Gowmment Complex 400 South St, 5th Floor ntusville, FL 32780 Phone: (321) 264-6700 Fax: (321) 264-6954 Merritt Island Services Complex 2575 N Courtenay Pkwy Merritt Island, FL 32953 Phone: (321) 454-6620 Fax: (321) 454-6618 Viera Gowmment Center 2725 Judge Fran Jamieson Wy Viera, FL 32940 Phone: (321) 600-6880 Fax: (321) 600-6883 South Services Complex 1515 Sarno Rd Melbourne, FL 32935 Phone: (321) 255-4440 Fax: (321) 255-4439 Palm Bay Service Complex 450 Cogan Dr, SE Palm Bay, FL 32909 Phone: (321) 952-4574 Fax: (321) 952-4573 Document content intended for assessment purposes only. Not a survey. Map layers may not precisely align. Other disclaimers apply. Printed Wednesday, July 27, 2016 at 11 :36 PM. legacy.bcpao.us I : 2,000 ... . . '. _('\ ~ ~ •· .. ~u~ 1832 ?AG[ 429 COUNTY DEED THIS DEED, made this 29th day of' ~-·o_e_c;_em_b_e_r_· ·. ____ , 197 _z_, by BREVARD COUNTY, Florida, Party of th.e First Part, and the CITY OF CAPE CANAVERAL, Florida, Party of the ·second Part, 150 Polk Avenue, Cape Canaveral, Florida, 32920, W I T N E S S E T H That th.e said Party of the First Part, for and in considera- tion of the sum of ONE DOLLAR ($1.001 to it in hand paid by the Party of th.e Second Part, receipt whereof is hereby acknowledged, has granted, bargained and sold to th.e Party of the' ·second Part, its successors ·and assigns forever, .the 'following described land lying and being in Brevard County, Florida: Part of Lots A and B, as described in Deed Book 395, Page 145 and Official Records Book 739, Page 44~, Except Deed Book 424, Page 566, Official Records Book ·5, Page 528, . Officiai Records Book 9, Page 311, Official ReCords Book 24, Page 3, Official Records Book 206, Page ·577, Official Records ·Book 364, Page 312, Official Records Book · 76.2, Page 200, Official Records Book745, Page 459, TUETONS SuBDIVIS!ON, of part of SW 1/4 of NW 1/4. and NW 1/4 of SW l/4 as per Plat Book 1, Page22, Public .Records ·of Brevard County, Florida. IN WITNESS WHEREOF, the' said Party of the' First Part has caused these presents to be executed in its name by its Board of County Conunissioners acting by the Chairman or Vice Chairman of said Board, the day and year aforesaid. , ... o' BOARD OF COUNTY COMMISSrONERS OF BREVARD COUNTY, FLORI:DA By;~. pe nn .' c n I .. . C:>. N ana 1ck y, C A rop rty Appra ser Br vard Coun y, FL '*Yi ils General Parcel Information Parcel ID: 24-37-14-28-00000.0-000A.11 Millage Code: 26GO Exemption: M Use Code: 8080 Site Address: Tax ID: 2429675 Site Address is assigned by Brevard County Address Assignment for E-911 purposes and may not reflect the postal community name. 0 wner I f t" n orma ion Abb . t d D rev1a e . t" escr1p· ion Owner Name: CAPE CANAVERAL, CITY OF PARTS OF LOTS Second Name: A,B AS DES IN DB 395 PG 145, Mailing Address: P 0 BOX 326 Plat Sub EX DB 424 PG City, State, Zipcode: CAPE CANAVERAL, FL 32920-0326 Book/Page: Name: 566, ORB 5 PG 0001/0022 TEUTONS 528,9 PG 311, 24 SUBD PG 3, 364 PG 312, 745 PG 459, 762 PG 200, 929 PG 694, 1588 PG 620 VI a ue s ummary Land Information Roll Year: 2013 2014 2015 Market Value Total:l $100 $100 $100 Acres: I 0.65 Site Code: 1 Agricultural Market Value: $0 $0 $0 Assessed Value Non-School: $100 $100 $100 Assessed Value School: $100 $100 $100 Homestead Exemption:2 $0 $0 $0 Additional Homestead:2 $0 $0 $0 Other Exemptions:2 $100 $100 $100 Taxable Value Non-School:3 $0 $0 $0 Taxable Value School:3 $0 $0 $0 1: Market value is established for ad valorem purposes in accordance with s.193.011(1) and (8), Florida Statutes. This value does not represent anticipated selling price for the property. 2: Exemptions are applicable for the year shown and may or may not be applicable if an owner change has occurred. 3: The Additional Homestead exemption does not apply when calculating taxable value for school districts pursuant to Amendment 1. Sale Information Official Records Book/Page Sale Date Sale Amount Deed Type Vacant/Improved 1832/0429 1/1/1978 $100 I 0088/0672 1/1/1900 $0 CA I Sale screening and sale screening source codes are for assessment purposes only and have no bearing on potential marketability of the property. Data Last Updated: Thursday, November 19, 2015-Printed On: Wednesday, July 27, 2016. --------~~--._,.~~----~_...~~~------------,,----µ----~----..------~ H' j~ ~ ii·· ···""'' ..•. , ~ ,:,~. ,., .. ,, ~ S ~ I · .. ~ ~ cl \'l . ~ ... \ VU~•q-YI ·~JW•~J. 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I .i ~ --£ ~ • . -t -.- ~ ' ~~-+ l" ' ' -+ I I Gmail RE: Oak Lane 1 message Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org> To: John Pekar <johnpekarpe@gmail.com> No -we only have the Stottler drawings -they don't show elevations. Launch your connection ... Jeff Ratliff Depu1 Dire tor, Public \\'ork Service j.t~lh 'tl it ·ofca1>cca11i'i\'cull.t o 21 · • 12-W x.404 21 · 6 • U ' m I 05 P lk . venue. P.O. B . 26 . pc CRUavernl. FL 292 K' •H~citJofc:apt!1:ana~·eral.org From: John Pekar [mailto:johnpekarpe@gmail.com] Sent: Wednesday, July 27, 2016 11:12 AM To: Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org> Subject: Oak Lane Do you have the record drawing elevations for the sanitary sewer on Oak Lane? Thanks. John A. Pekar, PE Managing Member John A. Pekar, PE, LLC 102 Columbia Drive Suite 207 John Pekar <johnpekarpe@gmail.com> Wed, Jul 27, 2016 at 3:18 PM Cape Canaveral, FL 32920 (321) 613-2959 ofc (321) 288-1040 cell johnpekarpe@gmail.com Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Gmail WATER MAIN UPDATE 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> John, John Pekar <johnpekarpe@gmail.com> Wed, Sep 7, 2016 at 11:27 PM Attached is the existing water main update. I was able to find the as-builts and just made the line type state the size. More plan sheets to follow. Brandon Shugart 904-460-5475 ~ oak lane survey 09052016-C-2 EXISTING CONDITIONS.pdf 691K d1g ~*~ ~:~ ~,!.rl'l ~~ =...-:::a... W lft:IRM PR INERT ........ ·•· • IC.t1&: I fffal • IO lJRVEY I I I I I TAX PARCEL 24-37-14-28-0-A.07 OR 2770 PG 513 I I I BENCHMARk2 ~~~11~~ OAK TAX PARCEL 24-37-14-28-0-A.10 ru~ OR 5282PG1103 lt.J ~ ·-n ::l, BENCHw.RK1 NAILANDDSK W7115•12.16 12..155. nd0'11~ 5 _, en () i:; ~ i=! <( iE g 2: 15 <" U N~~ ....:i :5 "' O> ....:i 11.t:::l ~ ~~Jo a.; u ·II."' !;;o:~J~ Q:;""'a.Jir<cb ~ ~~offire ~<o~>::: Q.;uum~N . < l: < !'.! ~ iii3u ~ l: 0 ~ "' =>u < !? 5N U ~ u~ ii C.Wfilc: Ul'DUl(INIOtl!ILJ.DWO S<alt; ASNOTIED 0n--.1o~ .,,_.,, """""' ......... .,, -[/J !--< z Ill~ ~ ~ [/J ...l 0 z ~ii::< <A.~ o~ 0 <( 0 ii:: "' '"' "' [/J z 0 ..... !--< ..... 0 >-Zill O;> u~ ~[/] [/J ..... ~ C.A.No.30191 P.ll.Ho.105$9 ............ C-2 Onwltrt: • ot: • Gmail Oak Lane Status Update 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> John, John Pekar <johnpekarpe@gmail.com> Mon, Aug 15, 2016 at 7:30 AM I'm still working on the redlines. I made great strides Friday night and Saturday. Yesterday was a wash as I had some computer issues, that I was luckily able to salvage -thank God for Dropbox, but I had to re-due some things as I had to go back to a previous drawing file ... ugh. I'm going to be working on it more this afternoon, and I'm trying desperately to position myself today so I can take tomorrow off from WRT to complete the Oak Lane project. Thank you for bearing with me. I'll talk to you more tonight if you are available, as I had just one question that I might need to run by you. Overall, wow, it is really coming together good. I hope that you have a great day. Talk to you soon. Brandon Shugart 904-460-54 75 • John Pekar From: Sent: To: Subject: Brandon Shugart [brandon.shugart@gmail.com] Thursday, May 19, 2016 9:56 AM John Pekar Re: Oak lane with aerial Also point 231 has a description of EP, but that was a calculated property comer that I was looking for in the field and never found. I want to come down saturday with a bunch of point calculated so that I can find more comers to support the city and supplement previous work if needed. We can walk together to get any utilities or trees that I might have missed. talk to you soon. B On Thu, May 19, 2016 at 9:53 AM, Brandon Shugart <brandon.shugart@gmail.com> wrote: John, Attached is a snap shot with an aerial to show property locations. Potential boundary lines are shown in orange and magenta. You will notice that there are a lot of gaps and overlaps in this area. Talk to you soon. Brandon Shugart 904-460-5475 Brandon Shugart 904-460-5475 1 0 0 0 0 @:pj)(fJ gjflJf/ ~" Filtration Media Developed By UNIVERSITY OF CENTRAL FLORIDA Storm water Management ACADEMY Up to 87% removal efficiency of total phosphorus. Up to 47°/o removal efficiency of ioi1t1Hm total nitrogen. Up to 90o/o reduction in total suspended solids. Media does not wear out or become saturated. Does not need to be replaced on a frequent basis. Many of Suntree 's stormwater treatment systems can be enhanced by incorporating the use of Bold and Gold™. High nitrogen and phosphorus concentrations in stormwater runoff have a harmful impact on ecosystems and human health. By incorporating Bold and Gold™ into a treatment train both solid and dissolved contaminates can be captured. Recent EPA influence has made Nutrients the primary pollutants of concern. Media Nutrient ~[f@ Media Nutrient Cycle Is Established Bold and Gold™ functions as a nutrient removal media by: • Acting as a filter that prevents the passage of solids • Sorbent surface bonding for the capture of dissolved pollutants •Is conducive toward the development of biological activity that consumes nutrients and promotes denitrification. Bold and Gold™ Case Study: Where: Detention pond along Red Bug RD, Orlando, FL. Sampled: 28 storm events and 7 base flow over 9 months. Description: The overflow from the detention pond was treated through an upflow filter with Bold and Gold™ media. The results reflect only the additional stormwater treatment provided by the upflow filter after the pretreatment of the detention pond. SkimBoss™ Filtration System Pollutant Reductions of Pond Water 0 35°/o Turbidity (NTU) O 45o/o Ortho-Phosphorous (OP) O 25°/o Total Phosphorous (TP) O 17% Total Nitrogen (TN) O 45% Total Suspended Solids (TSS) How Bold and Gold™ is applied to different applications and site specific criteria can effect removal efficiencies. A Suntree representative is available to advise how best to apply Bold and Gold™. Almost any existing stormwater treatment system can be retrofitted with Bold and Gold™ media with the "'~ ~' '/, ~ SkimBoss™ filtration rm ~ system because of 'Jl'eelftJN~ IIOfJeo ® the Hydro-Variant Technology™ of the Skim Boss™ filtration system .... Even Spinner Systems. \/\ ::r 0 ~ .... '? j~ -4-z c.. "'Cl f5 "'Cl 0 en m Cl :a ~1~ "() f5 en en en m ~ 5 z ~ ni i (:· ~ 11~ ~ fTl ! .. tt v ~ ~ ~ f B ... • ;J ~{ !ll \_> ~ ,,, I x -::u ~ I 0 0 \ 4 1 Z rT'1 0 -0 ~ ~ ::u ~ ~ . ---• L ~ CD 0 r L-·. --;g ~ .,. I ti±:--8 ~ .~ G) ::u -~ Q I "' , • .1 > () . l "~ ~ 0 ,;· ~ I . ~ ' . ~ ~-., ~ I ~ ) \I\ I I ·-~ ~<j . I (\ ~ n l> ft1 \t' ~ <;.. ~ LJ I I c: -t··i-' I' . .f (111 '. :; r .. iiii1'l •. -:. "'a~J; • , hie ·.:· "C•c:§ •• i i• ::. ~ 11a •· , ·. §'· ~i ~ I OAKL'}NE ROAD IMPRqVEMENT PLAl"fS TYPICAL CROSS SECTIONS i~ ii §• a~ -/~C.tt I l l:S ii'§~"' J:liL. · ~ ·~i··1· •;«~ !" i'; S11i 1a!~~~ -~~=~1 I ~ur .• ~~ J. ~ f ~H§ 'i:i':&:gi·· !!!!!! ~hm • i ... : ~ r !f t t ii: I ii JOHN A. PEKAR, P.E., LLC CA#30197 COLUMBIA COMMERCIAL PLAZA I 02 COLUMBIA DRIVE, SUITE 207 CAPE CANAVERAL, FL, 32920 (321) 288-1040 DEFNT!Ot§ I ntE VOREi 'O'Jt£R' $toW..i. MEAN CITY Of tAPC CANAVC~ Z n£Pl«ASC1'.N:iINCDtlJF'RCCPlD"S>W..LRD"tftTtl.»iNA.PCKAll:,P( OEtERAL NOJES 1. ALL n.EVATIOHS SHO'tlH OH 1HE CONSTRUCTION DRA'MHQS ARE BASE) OH THE NORTH AtilCRICAH \OllCAL 0A1\.IM IJF' 1929 {N.A..V.0.), UNILSS OlHERWSE NOlD>. 2. THE DISPOSAL. Of EXC£SS £AATH'lllCllK MATERIALS SHALL 8E lHC RCSPOHSB.JTY Of 1t£ OOHTRACTOR. APPROVALS Of DISPOSAL Sitts SHALL BE 08TNMED flWW lHE OlllNDl PfllOR ro DISPOSAL ALL EXCESS MATERIAL ts THC PftOP£11:TY or lHC OOH11!AC1"1l l. SOD ALL DtS1UA8ED Nf£1'S UN..£SS OltEMSE EWl£CTtD. SOD SHALL MA TOI EXISTINO T'IPE SOD lN.£SS OlliERWSE OIRECTEO SY 1HE ENC1NEDt. 4. 1HE CONTRACTOR SHALL P£RrORM HIS WOR1< IN MX:ORONta: 'fllTH REQUIRDl(HTS Of THE VARIOUS PD!WITS tta..UOCD ti lHE BID SPCOflCAnoNS. [NwtON.IDtTAI... CONTRC..S SHALL 8E USED AT LOCATIONS OEStOHAlED IN TtlE PlAHS IHJ/rfil. DCSIONATED BY THE ........ 5. 1HE CONTRACTOR SHALL NOllf'Y ALL Ull.JTY COMPANIES A MIMM.IM Of TWO 'MlRIOHO DAYS PR1011: TO fXCAVATl<»I. 6. ALL (PJtM.'S) IROHS IHJ W<NJM00S ~ OH PlNI$, OR rOIJNO, SHALL BE PRESER\U), 'THOSE SHO'llH .. PflOPOS(D PA\OIEMT SHAU BE PROTECllll 'fllTH A CAST 7. THE camv.croR SHALL BE RESPOHsa.E TO fUftNISH MATERIAL AHO l.A8Cft TO CONSTRIJCT 1M£ fACIUTY AS SHOti ~ .... NQIA9E 5101i1E. WA~ 8. THE OOHT'RACnlft SHALL HAVE AVMNJl.L AT THC JOB snc. AT ALL TIMES. ONE COPY Of THE COHTRACT 000.IMEHTS IHO.UOINO PLAHS. SPECIFlCATIOtlS. AHO AHY SPECIAL PRO'ASIOHS. AHO COPIES Of NtY REQUIRED OOHSTRUCllOH PERMIT'S. 9. l«Y OIS'CREPAHCES OH THE DRAl*olGS SHALL BE BROUGHT TO THE ATIDH'IOH Of" THE [NQINEER IJF' RECORD PRIOR TO c:u.a.l~O llORI<.. NO F'E.D CHAHOCS OR ~TIOHS flWW OESKlt( SHALL llE WADE YlllHOUT PRIOft M'Pf'l:OVAI.. IJF' THE Dt<llHEIR Of REOORO. 10. 1HE OOHTRACTOR SHALL II[ RESPCIHsa.E TO 08TAIN AU. RCQUft(Il COISlRUCTIOH PERlrilTS IHJ 9CN)S PftlOft TO CXlNSTROCTION.. 11. ALL llf"ORMATIOH CICPICTEO ON 1HESE DRA'flltotOS ARE ORAPteC R(PR[S(NTATIOHS O«..Y AKI SHOl.Ul NOT BE SCAIJD. PAECONSIBIJCJJON Bf8PNfl!' !JES 1 UPON lME REC£1PT Of" THE 9NOTICE TO PROttEO•, THE OONTIV.CTOR SHAU. CONT.t.CT lHE [NCINECR Of RECORD IHJ ARRI.He£ A PREOONSlROCTION CCttftREH~ TO INOJJOE ALL tolYOL'.m 00'<£RHwtNTAL AOENotS, UTlJTY OWNERS, lH£ OWNER NC> THE DfGNIR C.-RECORD. 2 THE CCttlRACTOfl SHALL 08TAIN A SUHSHH: CDt'Tl'ICATIOH NUW8EJt AT L£AST 48 NClJRS PRIOR TO BCOllMNO N4Y EXCAVATION, CALL 1-I00-4J.2-4nO. SPEgAL Pf!QVISION.S 1 A.Ll.ORl\'EWAYSALONOO.U::LANllWIU.HAVER.l.TCUIUllNO ATTHENEWOAKl.ANE PA\"EMDITINTl!RFACE. OIUVEWAYSTHATEXT»m!NTOO.U: LAMIPAVTNGAREAJIWILI. BESAW CVT FOR A SMOCml EOOB. 2. P9.JOll TOCONSTRUCTION.OONTRACrOI. WlLtSTAKl!OAKl.ANl!RIOHTIOl'WAY ANDMIJlJC:A.LL CONFUct .U.V.S n«:WOINO Sf'l!c:IMENTllES. A ITTY!CONTk.'CTOa TEAM WIU. THEN kn1£W ANOADJUSTCOM'LIC"T AlU!All Wlm FlEU>C'HANGES. IFm:C'USAl.Y. ) ~~DENO"TlF'IEDBYCONT1'ACf'OR(ONCEO'.:INnACflSAWAlllED)FOlt.POLE TH£N0Tm1WO ~OEFOOTC BOXES \YlLt Bl! FTl'TmWITH SUNnE£ T1lCKNOLOOIES Gk.ATE U-1.1!"1 ~MMEUOl.APnOVEOEQUIVALDIT l'Oa.STO'-MWATEI. TllATNENT S. FOUR YARD DRAINS WILL Bl! Pl.ACEDATWITH!N THEOAJ:. LANll IUOHTI OFWA TAT EAC'HOIFTHI! ~~~=~~~~~~:'~~~~~~OE SYSTEM AS SHOWN ON THE PLAHS. I, WHILE AN AORl!EMENT W1TH THE I.AST 90UTHWEST USll>El'ICE ON OAr:: LAN11 HAS 8£EN MADE ~~~~?o~~=i.'!.~:r=:-~=Rl~~v:-~~.::~t~Tifll ~ C'ONTRACT'OR &ARLY STAKEOUT, SOME PU.N DIMENSIONS MAYBE FIELD 1 CONTkACTOkSHALI. PROVIDE THEOTYWTTH A MAIJ<m!NANCllOFTILAFFICCONTltOL Pl.AW ~TO START OF WORK. TltlS SHOULOINCLUD£ VEHICLES ANDl'EDES1'1'UANS. I. ~A.L~~~~n!.Hl!~~~~~~.r::~ll1~~A~ A WATD. UN8, CITY IEWEltl.INE, ANDNORTHD.NOfTSlTEDl.AINAOI! UN£MAT rtn'ERFACE W1TH THI! OTY'S 1111 E.UEMENT. IFIXINJUCn WITH THE PIOl'OSEO Dl\AINAOB OUTFALL LINE AJ.E DUICOVllm IN THE FIELD. ADDITIONAL EAS£MENT1 (INCUJDINO TEMPORARY ~EASDC!Wff)MATBEP\lltSUm. 9. THEOONTJtAcro..ISTOPltOVIDEANEROSIONOONTltOLPLAHPl.JOkTOSTARTINO ~~-~~~~:=~~~~~:==ri:RAL 10. cotll'RAC'TOR TOCOOf.DIMATEWITHWORX:PERFORMEDf'ltOMNORTHATLANTICAVE.'S SD.EET9CAPINO ~OJBCTTIEINSWlt.LBEATTHBN An..ANT1CAV8.RIOHTSOl'WAYl .INE. II TH£ITTYOFCAPllCA.WA\"'ERAL MAYPROVIDE{AT A 1.ATEl.DATE)ADDfTION.'1. LAWOSCAl'lNOllRRJOATION. ANDSTkEETLIOHT'l»O GENERAL NOTES fAYJ:jg A) ""'°"' I.ALL COST1'IC PAVEMDIT, CUT OR OAMAOED BY CCttSTRUCllOH, SHALL BC PROPEJ!LY RESTOR£D AT THC COHTRACTOR"S DCPOISE. 2.\llt1£RE ANT PROPOSED PAWMDIT IS TO BC CCttNECTEO TO EXlsnNC PAVO.Oil, THE EXISllNC EDQE OF PAVEMENT SHALL BE SAW QJT. 3.BASE COURSE SHALL CONSIST OF IMEROCK llMD a· Wint EXISTING saLS 1'140 4.ASPHALT SIJRfACES SHAU. BE TYf'E SP 9.5 ASPHALTIC OONCR£TE to1 AOOOftOANCt WITH SCC1lOH 331 OF TK f'OOT STNllAAO SPEOflCATIOHS. LATEST EDITION. utt.tSS OTHCR'fl lSE SPECFED OH Tt£ PLAHS. B) QUALITY~ 1.A RD'RESEMTATI~ 1U19E:R OF tol-Pl..ACt f"IDD OOISITY TtsTS SttOl.Ul BC PERrORMEO to1 Tt£ COMPACTED EXISTINC 5aLS WATERW.. TO CC»lf'RI THAT THE R£QUIRfl) OEGRll OF COMPACTION HAS eaH A~. AT L£AST a<E OOISITY TtsT SHALL BE P£RfORMID FOR E'fERY 250 FEET C.-COMPACTED EXISTIHC 90IL C) IHSTAU.ATIOfrl 1.BASE OOORSE SHALL BC OOMPACTED TO OSS OF THE WA>QWIJM DENSITY AS PER MSHTO T-180 • 2.l'tSTAUATIOH C.-THC '«ARIMO suitrACI: SHAU. OOHftlRM lll"TH THE RCQIJltEMDrTS OF 1l£ f'OOT STANDARD SP£Cf'ICATIONS FOR T'l1"C SP Sl.S As:f'tiALTIC CONal£TE. 0) ,..,,.. 1. ll£ fHstE> SURfAa: OF 1l£ BASE COURSE Nil ntt.T OF THE lllEMIHC SURfACI: SHALL NOT VMY WCI![ THAN 1/4" rROM 1HE TDIPLATE. NOR 0.1 fT. rROM PROPOSED FlNlst£D ClRADC DLVATIONS AS DEPICTED OH TK oatQlol DRAMfOS. ANY IRRECLl..ARITIES EXCCEDINC THESE I.MTS SHALL BC CORRCCTEO BY SCMlf""l1NC TO A OEP"TH OF THREE (3) INCHES, RDIOWfC OR AOOINC ROQC AS MAY BE RCQUR£D, AND WATDtlHC. ROWHG AHO <XlMP.ACTIMG THE SCARIFIED AAEA. 2.0ENSITY TESTS SHAU. BC TAADI BY N4 tKl£J'£N)[NT TESTlHO l..A90RATORY CERTl'lED BY THE STATE OF fl..ORIOA. 3.ALL TES11HG COSTS (PA\tt+G) SHAU. BE PAD FOR BT 1l£ ~ EXCEPT lHOSE TESTS FAA.HG TO ME£T 1l£ SPECIJ'IED REQl.MEMEMTS MIO! AA£. TO BC PAID BT THE °"'TRACTOR. Pf!QJECT CLOSEQ!JT A) llLANING UP Ult.IRING CONSTRUCTlON, 1HE PROLCT SITE ANO ALL ADJACCNT AREAS SHAU. BC MAINTAINED IN A NEAT AHO Q£AN MANNER, ANO UPOH nNAL a.LAH-UP, "THE PRo.ECT SITE SHALL BC UTT a.LAA OF AU. Sl.f!PWS MATERIAL Oft TRASH. THE PA'vtD AREAS SHALL BE 5'1EPT Bfl:OOM QLAN, 2.llliERE MATERIAL OR DEJlftlS HAS WASHED OR fl.OWED tolTO OR HAS 8EDI Pt.ACED IN WATER COURSES,. OITO<S. ORAINS. CA.TQt BASINS. OR El.SCWl<RE AS A RESUt.T OF lHE COHTRACTOR"S OPERA TIOHS. 9..ICH WA 1ERIAL. OR DEB't!S SHAU. BE RDKM'.D AND SATl!FACTORl.Y DISPOSED C.-OIRNG THE PROGRESS OF THE WORK. ANO lHE AREA IC£PT tol A Cl.EAH ANO 1£AT OOHOITION. 3.A l..L IJN>A'vtD SIJRFACCS SHALL BE ltESTORED TO A CONDITION EQUAL TO Oft 8£TTlER B) PRO.Let RECORD OOCl.MDn'S 1.0URING THE DAILY PftOCRESS OF "THE JOB, THE CCttTRACTOR SHAU. RECORD OH l'IS SET OF CCttSTRUCTIOH DRA'fll'+GS . Tt£ EXACT LOCATION. l.£NOT11. AHO D.CVATIOH OF AHY FAOOTY NOT BUILT EXACTLY ACOOROIHG TO PLAHS. 2.UPOH COMPl.£TIOH C.-OOHSTRUCTICIH. ANO PRIOR TO ftlAL PA'l'VDIT, TK COHlR.ACTilR SHALL SUIMIT TO lHE DfONER C.-RECORD ANO TO THE OMO EA()f. OHE COMPL£TE SET OF AU "AS-8Ul.i OOHTRACT DRAWfCS OH lll..00.JNE ANO DLCTRONC DISK. THESE DRAYllNGS SHALL BE MARKED TO SHOW "AS-BUILT" CCttSlltUCTION atANGES ANO OMENSKlNS. LOCATIONS. ANO ELEVATIONS OF ALL IMPRO\f;MOfTS. THE "AS-EQ.i DRAW...CS SHALL BC SIONm Nil SEAi.ID BY A I.ANO ~ REOISTDIED IN THE STATE OF FUf!IOA. NSl'ECJ!ONS 1 THE CCttTAACTOR SHALL NOTIFY THE DlotEIR OF RECORD PRIOR TO BC<»f.llHO CCttSTRUCTION AN> PftlOfl TO THC tolSPCCTIOH OF THE FCIU.OMNC ITEMS. WHEM APPUCAlk10 1. DURING CONSTRUCTION OF ROAD BASES. 2. Dl.fllHC ASPHALT PAwtC OPERATIOttS. 3. PRIOR TO 8AC)(J'IJMC DRAINAGE S'ISTEMS. 4. Dl.RIHGSTRIPING. u ~~i;i '-4 ~Ill OI '-4 II.!:~ '-.i ~iil...io ". ;; -11. .., -., I:"-VllJ •Q °'a:> -es~~~~~ ~:it:!: llJ111 l,t.l<o:!:~>::: ~uom "' ~ :!:~,.rl .,._ ID .J v :::';:; :!:QllJ ..., ::>o~ ~ 51110 ' 08 ii Coddfllo. ~IA:i.m-fl1'»1t•.-O Smlo. AS NOTED OnwilrtW_._ ,,,_.,, ...... ., ~~ JAP DU: OHl-2011 ffi ~~ ~ > rJJ ~~~ ~~~ O"" ~ rJJ ~ ~ ~ Cl C.A.No.>OIP7 P.B.tlo :WS9 --~~~~~~~~~~ Gm ail John Pekar <johnpekarpe@gmail.com> UPdate -Oak Lane 1 message Brandon Shugart <brandon.shugart@gmail.com> Tue, Jul 12, 2016 at 8:46 AM To: John Pekar <johnpekarpe@gmail.com>, Roni Flowe <roniflowe@gmail.com> John, Good morning. I just wanted to give you an update. I received your additional red lines. I will be working on these again this afternoon. I have a training class and meetings all day today so I will be out of pocket until about 5:00-5: 15. I will give you a call once I get the drawings back open with a couple of questions that I have to let you know how the pipe elevations were looking. Talk to you soon. Thanks. Brandon Shugart 904-460-5475 John Pekar From: Sent: To: Subject: Attachments: John, Brandon Shugart [brandon.shugart@gmail.com] Monday, May 16, 2016 8:28 AM John Pekar Profile of base line and centerline of existing road Oak Lane Survey 04092016-C-2 SITE SURVEYS.pdf; Oak Lane Survey 04092016-C-3 Existing Profile.pdf; Oak Lane Survey 04092016-C-2 SITE SURVEYS with centerline stations.pdf Attached is the first rendition of the profiles. Labels are not cleaned up. I will continue to work on these and get back to you. Let me know if you have any concerns in the mean time. I included a plan sheet showing the existing centerline stations that coincide with the existing road profile. The baseline profile is along the center of the right of way as currently calculated. I will need to get more comers in the field to confirm this alignment -hopefully this weekend. Talk to you soon. Let me know if you have any questions. Brandon Shugart 904-460-5475 1 L !~ J'"'; '"·I\ ~~~ a . ~ ~ x ~ I t OAK.LANE > n ~ ~ ROAD IMPROVEMENTS • [ PLANS I l N { i:~ ff EXISTING CONDITIONS ~· •• SURVEY l-~ ~§ ifr! H • ~ ~ ,..,r'! 1- e • I q ' I ~ ! ' u ~~~SI I I ' 1 (~ ..___~ I X I • I I • I : ~ I " ~~~ ~-~ -~ JOHN A. PEKAR, P.E., LLC. CA#30197 COLUMBIA COMMERCIAL PLAZA I 02 COLUMBIA DRIVE, SUITE 207 CAPE CANAVERAL, FL, 32920 (321) 288-1040 J i OAK LANE ~Hi u • JOHN A. PEKAR, P.E., LLC (J > ~"" f ii' !: 1 ~ ROAD IMPROVEMENTS CA#30197 PLANS • ! ii' COLUMBIA COMMERCIAL PLAZA I f [ I p w ;~ ~d I 02 COLUMBIA DRIVE, SUITE 207 11' EXISTING ROAD ~ ' CAPE CANAVERAL, FL, 32920 ~· PROFILE n (321) 288-1040 •• ~~~8 y I i' > n 1 i I f [ N ~~ n ~· •• I I I ,, I I I I I I I I I I I I I ~ I " I X r OAK LANE iflj u • JOHN A. PEKAR, P.E., LLC. i' l ROAD IMPROVEMENTS ~~ r CA#30197 PLANS • I ii' COLUMBIA COMMERCIAL PLAZA I I - , i t 102 COLUMBIA DRIVE, SUITE 207 EXISTING CONDITIONS ; 8 • -8 CAPE CANAVERAL, FL, 32920 SURVEY u (32 I) 288-1 040 ~~~ii 512412016 Gmail -FW: Message from "ud-pr10" Gmail FW: Message from "ud-pr1 O" 1 message Lorna Ettman <lettman@cocoafl.org> To: "JOHNPEKARPE@GMAIL.COM" <JOHNPEKARPE@gmail.com> FYI Loma Ettman Engineering Coordinator Engineering Division LETTMAN@COCOAFL.ORG 321-433-8795 Stay Connected: www.cocoafl.org -Original Message- From: UD-PR10.scan@cocoafl.org [mailto:UD-PR10.scan@cocoafl.org] Sent: Tuesday, May 24, 2016 11: 18 AM To: Loma Ettman Subject: Message from "ud-pr1 O" This E-mail was sent from "ud-pr10" (MP C4503). Scan Date: 05.24.2016 11:18:19 (-0400) Queries to: UD-PR10.scan@cocoafl.org John Pekar <johnpekarpe@gmail.com> Tue, May 24, 2016 at 11 :07 AM This electronic message is privileged and confidential material. 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PLAN DSSICNZD BY: ~1--;.20• DATE: JULY za. 1"7 -~lof3' .<WW<DT.DW< 0.41( J.,AIJE: /Vlltt/J £He/JSlt>tJ OAK LA~ ROAD IMPROVEMENT PLANS CAPE CANAVERAL, FLORIDA SECTION 14, TOWNSHIP 24 SOUTH, RANGE 37 EAST UTILITlES WASTEWATER Cl1Y OF CAPE CANAVERAL PUPUC WORKS DEPARTMENT 601 THURM BL 'Al. CAPE CANA VER AL, FL 32920 (321) 868-1240 REUSE WATER CITY OF CAPE CANAVERAL PUPUC WORKS DEPARTMENT 601 THURM BL 'Al. CAPE CANA VER AL, FL 32920 (321) 868-1240 ELECTRIC FLORIDA POWER AND LIGHT COMPANY 7901 ELUS ROAD MELBOURNE, FLORIDA 32904 (321) 726-4801 WATER CITY OF COCOA ununES 600 SCHOOL STREET COCOA, FLORIDA 32922 (321) 639-7671 CABLE nME WARNER CABLE 720 SOUTH MAGNOLIA A VENUE MELBOURNE, FLORIDA 32935 (321) 254-3300 TELEPHONE AT&T 7747 EWS ROAD MELBOURNE, FLORIDA 32904 (888) 640-2427 SUNSHINE STATE: ONE-CALL OF FLORIDA, INC. Y~£)R~~Cf!.~~7gnunEs NOnFICA nON CENTE:R -N i ! ·$· s ) • -~~_ff LOCATION MAP PROJECT LOCATION -PROJECT LOCATION ~-.··-\. ,/'' , ..... -'-._-:::..-,:. ,. .• <f" . ",-··-· /j ··--.r ., "· '-. ·-INDEX OF DRAWING.S ~;:;KI ~~T CS-1 I COV£R SHEET & DRA'MNG INDEX GENERAL NOTES EXISTING CONDITIONS PLAN ANO PROFll£EAST Pl.AN AND PROF1L£ WEST CROSS SECTIONS TYPICAL SECTIOOS C-7 ] EROSION CONTROL C-8 I STANDARD DETAILS C-9 J STANDARD DETAILS NOTE: THESE DRAWINGS ARE FOR CONSTRUCTION Of eH&SE--~. THlS ~UOES: ~ 15 ROAD WAY DRAINAGE INFRASlRUCTURE SIDEWALKS SITE PLAN DRAINAGE AREA ICAU: I IM Cll • 126 rDT owe. NO. 10 \J ~~ ~ '-l ~ llJ O> '-l D. I-"' -I'> ~ ~ijli~ Cl.; r---o ui ·o ~0\11:>:;!-~~it~~ ... :E c !:! "' ~!l!g~<(~ .u<,.zn ~ -:i< ~ m .Jo ::;;: :E 0 llJ .... 30~ ~ o"'o oe ii C..WFllolnfonmliOll 0.U:u.M!l.ISU»LU>W<J ~NOm> DnwUw lnfonmD ... °"""" ~" ~~ I-< ffi ~~ ~ > (/) .. ~ ~ ~ p.. .. ..( ~ p.. 0 .... ~ ~ ,., OIS-Ol-1016 ~ (/) Pi ~ 0 u C.A.No.JOl97 P.ENolOUll Dnwi"'Nln'* CS-1 cn.ing.' m· OAK LANE iflj H • JOHN A. PEKAR, P.E., LLC i ROAD IMPROVEMENTS .• ~ 1 ~ i: CA#30197 [ PLANS ! " COLUMBIA COMMERCIAL PLAZA f I --~ df I 02 COLUMBIA DRIVE, SUITE 207 n EXISTING CONDITIONS IH§ • •• CAPE CANAVERAL, FL, 32920 n SURVEY ~-(32 I) 288-1 040 ol I \ l I I GRADE M STA • '+87.69 .231 GRADE BREAK STA • J+M.M (/) 0 ..... 0 :J ~ ;i '" 0 " :0 0 " ~ ~ n :0 " ~ ill \:! .,, " :0 ,. z v; ~ i1 n " :I: z 0 :I: " " ~ ,. "' :0 :;; 0 ~ "' "' "' " < Mi z ,. < " " ,. ~ " " 0 :0 z ,. 0 "' D I • +~~)) I \ \ L[V-7.34!1 CiffAOE sm:AK STA -1 7·U~ ELEV• 9,!IOJ CftMXIMttAAST •1+37.ll ncv -11.soo 11 GRADE BREAK ST -o+~.17 ELEV -11."1 GRADE BREAK ST ~ o+00.00 a.rv-II.KIO 88 OAK LANE ROAD IMPROVEMENTS PLANS PLAN AND PROFILE EAST r l"'1 <:> l"'1 z 0 JOHN A. PEKAR, P.E., LLC CA#30197 COLUMBIA COMMERCIAL PLAZA I 02 COLUMBIA DRIVE, SUITE 207 CAPE CANAVERAL, FL, 32920 (32 I) 288-1 040 ' I r I I • • • ' l J J i I I ' I f • I f "' .Z.3711 •torm/mh KEY NOTES· 18 ,_, MORTH 80UNDARY UNE OF 50' RIGHT-OF-WAY l-2 PROPOS£D 5.0' CONCRETE SIDEWAU< ,_, 1" Rl890H CURB OH NORTH SIDE OF ROAD ,__. 0£1[CTA8LE WARJIHC SURf"ACC AT PA~T ANO SIOEWAU< ~JtRFACC ,_, PROPOSED ·r CURB (SEE SHEU c-a rOR DETAILS) J-6 CCWHECT TO CXISTl<tC ROADWAY ,_, COHCRCl'C ftUSH •nt ASPHALT ,_, STOP 8AR SlftlPING (PER LA 1£ST MUTCO) J-0 Cf!OSSWAIJ( STRIPlllG (PER LATEST WUTCO) l-10 IF NEEDED, LANDSCAPING TO BE WO'-'£D ANO REPLACED TO RESOIBlE PRE CONSTRVCTlON CONDITION OA PEA CITY RCOIARCM£HT'S. COHTRACTOA TO CRAOE AR0!.1'10 OCIS™C 91JSHES ANO TRECS AS WUC>l AS POSSIBLE J-11 RELOCA T£ ANO RESTORE f£NCE AS NECDCO. l-12 RCl()C,t,1'( ANO RCSTtlRE ORl\IEWAT AS HEEDED. "' l.lG4· -, .. , ... •torm/mh LEGEND MATCH EXISTING GRADE PROPOSED ELEVATION EXISTING ELEVATION BENCHMARK FLOW DIRECTION WATER METER ~ ~ .,'Y + • o. Station .. ~'f"' '*' 1' 'f 'f 'f I ; I e ~ ~ t~ 19 ·1! 15 15 15 I .,--.......----·.4ill""".....---.... ~ c + ~I i 0 :;:; ~ 0 > Ql w I r-~ ~ . .....---ta O.t• -::jjis 08+ ... u ~~~ ~ :5 w O> ~ D.!:pj '-l ~ iil .i 0 ~i---u -11.-~ ~~15~~;;; ~;;~Ow~ l,l.(~o~~;: e>.;uumz:111 ~ ~~<~ .,. m..Ju ::;;: "0 w .,.. ::> u ~ Si 5111 u , ue C:.WFHo OAKl.U9-tslSJllf•.DWO ..... ~"""" llrnwiogW~ ....... __ .,. ::;w..ii.:v [/) [-.. ffi ~~ ~ > [/) ~~~ ~~~ 0 ..... ~ ~ '" "'*"" ~ ~ ~ ~[-.. ~~ ~ ~ C.A.No.>0197 P.E»olOU9 --~~~~~~~-·~~--~~~~~~~~~~St-otio-n ~--II~ 'fl(ST 80UNOARY Ll'IE OF 50• ACCESS EASEWEHT 5.5t• CQHCR[I[ SIO£WAIJ( 1' fl880H CUR8 ON ALL SIDES OF PARKf.IC LOT DETECTAEll.£ WARNIHG SURfAa: AT PAVEMENT ANO SIOEWAUC INTE.RFAC:C CONCM:I[ SIOEWAUC AHO BARRIER ClR8 -WIDTH VARIES csa SHEET C-4 f1lA DETAILS) CON-IECT TO EJCISnNC ROADWAY CONCM:I[ FLUSH 'MTH ASAiALT STClP BAA STRIPING (PER l.Al[ST llUTCD) CROSSWAU< S1R1PINO (PER LATtST WUTal) rF NEEOEO, 1.MOSCAPINC TO BE W0\£0 ANO REPl..ACEO TO RESOtBI.£ PRE CONSTRUCOON WOTION OR PER OfY llEOl..HROIENTS. CQHTRACTOR TO CA:AOE AROUNO EXISTING BUSHES AS MOO! AS POSSl9L£ WOOD RAIL FD«:E TO lt£MAIN REl.OCATE F!HC:C AS RCOUIRCD (2' OUTSO£ OF """"""-"") KEEP OCWCRfl[ AS ts STRIANC PER LATEST EDIOON OF WUTCO I f'OOT CQHCR(I[ Rl8BON CUR8 STOP SIGfol P£R LA.TEST EOrTION OF M!JTal flNAL FtHC:C LOCAOON COHT'RACTOR TO COOROIHATt ~C WTH OfT TO SA\IE sa.IE Of' JHC EXISTING \IECE:TATION CONTRACTOR TO RELOCATt ANY ODSTINC VAL\IE 90XES IN OOQROINAOON WITH M OfY. COOLllHA FWME PROPOSEO BllCE AACI< {SEE SHEET C-9 FOR DETIJLS) LEGEND MATCH EXISTING GRADE PROPOSED ELEVATION EXISTING ELEVATION BENCHMARK FLOW DIRECTION IRRIGATION VAL VE BOX rmi ~ +<>· • o. 0-. <( ~ Ul c 0 i;::; 0 > ~ Station 20~+ .00 .. i ~ 00 t .00 i ~ ' e1~m e I ... o.oo r5 I & ·1 e I g e ··115 m I [ ( ' _...____~======'---=o=o="-~~~-' ---------~ .00 'NE.MOE A PLANVIEWOlll THSSHEETAS -1•.oo-l-=1~------!MU.?FOR 0+ .00 EACHOFnE CROSS SECTIOlllS7 .~~·oo I f 0-. <( ~ Ul 0-. <( ~ Ul 0-. <( ~ Ul v iS~~ ~ ~llJO> ~ 0.. !:: i:l ~ ~ijl...io ~.-.OwLL.i -0\0:>:;!-e:i~~~it~ ~'It: :IE Ill N t..l<o~~= ~UOlllzN -...: ~~<~ ~ Ill .J (.) :IE 0 Ill ~ 30~ "'"' oNu -. ue 1·12-UPCINDEXl'AHSION I l ="" ~-~..;;: 0nwi9'W.-.. .,,._.,, .-....,. ,,,, ,.,,......,. ,,,, .... {--< ~ z <:t: C/J Ill • z ~ Olllo ~~C/J ~o~ ~~~ ~g~ ~~~ o.~~ 0 ~ ooo ~ ~ 0 :> u ~ < Po< C.A.No.JOIP1 P.E~20.Sfll ,,_,. ....... C-5 ~· " " 0 " 0 (/) m 0 " ~~ . 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""'"""' o~~ 4 • !!_"-'l-)~~, __!_ ELEVATION SECTION Sil Fonco lo IN poW lor ......... lfl o ..... troct lff llt pric:. lor Sldtod Sit F....:o (l.f'). TYPE Ill SILT FENCE And1or-8GIMWith 2-l"x 2• ,, . -9"\ .. ~···~· e----;;.;-1 rm I_.".'.:'. ~-Cll't>.!<Gllll• __ BALES BACKED BY FENCE ~Slt8on1r .. ----~ ·--ii-~ =-~~:;t:¥~.=~--------~ IJ ~ ~~ ~ ~Ill 0\ ~ 11.1-N -M ~ ~iil...io ~ iJ .... .., !;;a:~:te ';S;;111o:jtcb ~~~C111~ "'-" o<>-i:i: ""'u iii:$ (;i .u<::E<£i ~ iii3u ?;: ::Eo111 -.; ::iu~ ~ B"'u ., u8 ii C:Mdru.: a..K....,. __ ._l>Wo ,.,..., -'SNO'l'ED Dnwiat;W...,.;• .,.....,, .......,. ,........,_ ... ~ ~~ ~ > C/l ~~~ ~ p.. ~ <: ~ P; 0 ..... ~ ~ f-< 6 u 6 ..... C/l ~ ==~·.,~~-= ~·-• :-~ •• -DITCH BOTIOM INLET ~I . I '-.,,,,,.,"' '°''"""""' • ·! · • • · PARTIAL INLET ~ .:~ -~_,,,, '"'rr~o. ~'° '"~~ M "'"' '~'ru"'' m~ '"''~"~' "M•"~ =ooru•G C-7 • ;-•• ~ • o...i...., ... --~=. ::..e:.~r--SLT FENCE DETAILS ::::.:..::•.:;::::::.-~5='ff§.-• ._.. ~·-ui .,._ , ot • r,....,.,._ l,;J "' i CJ ; / s 0 0 .,, CJ 0 ·x / ~ 0 c.· ~ "' / N g CJ> / CD 0 " 0 " i 0 I I :;<:? < ~ ""O 0 ii-/ r 0 (") "' / ,., 0 0 --< ~-~ "' a. "' " a. "' "' ~ c;· ~ " ii N 'I " • ff N .. "' ~ ~ .:· -+: ~ ~ (.,' · ... " .,, ~ L_ ---'-~ '! ~1 .. I . Ii l& ~ ~ ~ ~ ~ s1ci ; ~ I ~ -. I ! OAK LANE iur u JOHN A. PEKAR, P.E" LLC. n I i ROADIMPROVMENT J-1"~ l : ~ [ CA#30197 . I [ PLANS I H I COL.UMBIA COMMERCIAL. PL.AZA \0 f '" I 02 COL.UMBIA DRIVE, SUITE 207 ~ .. I~~§ • ~ i • CAPE CANAVERAL., FL., 32920 •• ~· . ~~ ST ANDARD DETAILS (321) 288-1040 •• ~ 6!7/2016 Gmail -Oak lane plans M Gmail John Pekar <johnpekarpe@gmail.com> Oak lane plans 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> John, Fri, Jun 3, 2016 at 7:43 AM Attached are my most recent plans. Still a lot of work to do, but it is a start. I need you to review the road layout before I do the details for the inlet boxes and piping plans. Also the sheet layouts and order. I will give you a call this afternoon, once I start working on these again more. Should be around 5pm. Worked on the layout of the sheets since 3am this morning. I will start getting into design this afternoon. Still have boundary issues to workout, but we can finalize and update any dimension references to the right-of- way lines later. Let me know if I'm on the right track and we can discuss more this afternoon. Talk to you soon. Brandon Shugart 904-460-54 75 9 attachments ~ oak lane survey 05252016 v-C-1 NOTES.pdf 652K oak lane survey 05252016 v-C-2 EXISTING CONDITIONS.pdf 552K ~ oak lane survey 05252016 v-C-3 PLAN AND PROFILE EAST.pdf 502K ~ oak lane survey 05252016 v-C-4 PLAN AND PROFILE WEST.pdf 454K ~ oak lane survey 05252016 v-C-5 CROSS SECTIONS.pdf 297K ~ oak lane survey 05252016 v-C-6 TYPICAL CROSS SECTIONS.pdf 311K oak lane survey 05252016 v-C-7 EROSION CONTROL.pdf 776K ~ oak lane survey 05252016 v-C-9 DETAILS.pdf 855K oak lane survey 05252016 v-CS-1 COVER.pdf 639K https://mail.google.com/mail/u/0/?ui=2&ik=ccd1e79234&vifN.l=pt&search=inbox&th=155161348516e028&siml=155161348516e028 1/1 i PEFNilON6 I Tl£ VlllUI 'OYt£R" StW...l. l£N! ClfY CT CAP( CANAVEllAL Z Tl£ f'HAASC 'O«ilNCDt aF RCCORD' StW...l. RUDt TO ...G4'4 "-PEICM, PC aeBlAL NOJES 1. AU. EUVAl'IOHS SHO'IN OH lHE COfS'TROC1IOH DRA1lllHOS ARE BASED OH THE ~TM AMER1CN4 'o£RTICAL OAlUM or 1929 (N.A.V.0,), Ufrl.£SS 01HERW:SE NOTED. 2. THE DISPOSAL. Of" EXCESS tAltlMWORI( MAlUtlALS SHALL 8£ THE RES'POHSIBIUTY Of' THE COHTRACTat. ~MS OF DISPOSAL SITES SHAU. BE 08TAl«D fltOM THE OlfltO PRIOR TO OtSPOSloL. ALL EXttSS MA TOllAI. IS D£ PROPCRTY Of" THE OOHTIIACTOR. l. SOO AU. OISllRBED AA£AS UNLESS OlHER'fllSE ORECTED. SOD SW.U. MATCH EXISTING T'lf'E 500 lN..ES$ OnetlllSE DIRECTED 8Y lH£ OKi'ltt£ER. 4. ntE CONTRACTOR 5HAU. P£RfORM t9S WORI< 1H ACCORONttt 'flllM RCQUIROIENlS or ~ THE \IARIOUS PDIMnS Nl..UOEI> IH THE BIO SPCCflCATIONS. Dl'WlOHWDITAL OOtfTRCl..S 5HAU. 8E USED AT LOCATlONS OESICliATm IH 1HE Pl.ANS N«l/OR DCSKlNATCO BY THE -e. THE OONTRA.CTOR SHALL NOTf'Y AU. UTIUTY COil'AHIES A ~IMUM or T'flO WORKING DAYS PRIOR TO EXCA\IA'llOH. 7. ALL (P.R.M.'S) IR<lHS NCI ~TS SHO'ftl ON Pt.AAS, OR fOUHO, SHAU.. BE PRCSCfMD. ntOSE SHOW-I IH f'ftOPOSED PA'oOIDIT SHAU. BE PROTECTm llllH A CAST a. n£ CONnlAClOft SHALL 8E ltESPONSl8LE TO nR«SH MATERIAL N#O LA80ft TO COHSTRIJCT THE FACIJTY AS SHC*l QTY NAY ~ASE SOM£ MAtoaM..S. I. 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AT l£AST ONE OOISITY TEST SHAU.. BE PERrORMED roR E'llRY 250 FEET Of COMPACTED DOSllNG SIOIL C) IHSTAUATIOH I.BA$( COURSE SHALL BE COMPACTED lO 98S OF 1HC MAXMUM OCMSITY AS P£Jl MSHTO T-180. 2.l'ISTAIJ..ATION Of lHE .cAAINO Slftf"Aa: SHAU. OOHf"ORM MTH THE RCQUIREMDO'S Of THE FOOT STANDARD Sf'Ec::.lCAllONS fOR T'l'P£ SP 9.5 ASPHA1..:nc OONCftETt. D) 1t:ST1NC 1. THE rtlSHED 51.ff"Aa: Of THE BASE COURSE AND 'THAT Of lHE 1IEAAIHG SURfAa: SHAU. HOT VAAY W<JtE 1HAH 1/4" fltOM THE lEMPt.AlL HOR 0.1 FT. ntOM PROPOSED f'Jr1St£0 GRADE E.f:VATIONS AS OEPIClEO ON n£ OESIQH OAA\llt+OS. ANY IRR£GU..ARITIES EXc:aDIHC lHCSE I.MT'S SHALL BC OOflREClO> BY SCARIF'l'lfC 10 A OEPlH C1f lHRE£ (3) IHCHES, REMOWIC Oft ACQHQ ROCK AS WAY B£ RCQURCD, AHO WATDllNG. ffCU.JHG AHO COWACTING THE SCARlf1ED N'IEA . 2.0ENSITl' TESTS SHAU.. 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B) PffO.LCT RECORD OOCIJMDIT'S 1. DURING THE DAILY PftOORESS C1f THE .Ile, THE COHTRACltA SHALL RECORD OH HIS S£T Of OONSlRIJCllOH OfV....as, THE EXACT lOCAllOH, L.D1C1K. AHO fi.EVATKlH Of ANY f'ACIUTl ' HOT Bla.T CXAC11..Y ACCORDING 10 Pl.AA$.. 2.UPON COMf'l£1 lOH C1f COHSTROC1KlH. ANO PRIOR lO f'INAI. PA'IWEMT, THE COHTRACltA SHAU.. SIJllt,IT 10 THE DOIE'.R Of RECXlRO Alt) lO THIE ()IJltO EM>t, CIHC COWPU1E SET Of AU. •AS-tlUll.T"' CONTRACT OAAWHGS OH kUEl.H AHO lllClROMC OISK. 1HES( OAA'MHCS SHAU. B£ MARKEO 10 SHOW •AS-BUI.I COHSlRUCTIOfil Ct1AMOES ANO OIM£HS ION S. lOCATIOtlS. AHO ElLVATIONS Of AU. IWf'RO 'oEM [NTS. THE •AS-IML.T"' ORAWICS SHAU. BE SIGHED N«> SEAl.EO BY A LANO SUR~ RCQISTtR£0 IN TH£ STATE C1f FUROA. • ,c-~ :l(~ "' ' ... ,~ ~ ' ('~ ~t..f> '\ (I ~~ ~ '<>" ~d-t"~ ,-P u ~~~ ~ :'.Swen ~ D.t:!:j ' .J :> -~ <C111.Jo i:i,; 0 -IL'lf i;;o:~:;ie e:l ~ ~~ffi~ ~:it l: N ~<0:$>~;:: ~uu~ "' ~ :$:> !:l IQ .J () ~ ~8~ Si B"'u , u e ii C..WFUoo.u:v.ic_tslJat'·-..... "'"""" OnwiasW.....,.;M ....... ....... .., ...... ..... . ..i~ -(,-< z ~~ ~ > C/J ~~~ ~~~ 0"" ~ ~ "' ,,... C/J ~ 0 z ~ ~ ~(t ~t" '-::.::™~oe:;=~~~====REDREST= ' ~ ~~{'& 1a-S'TEWJRICBEOINNHll. ~J 0.--. 11. IT IS ctJRRBfl\.Y PROPOSED THAT BNIANA RIVER PAAK WlL BE CXlNSTRLICTEO IH TY.o PHo\SES YHCH OEPEN'.) IN PART OH OVTSTAN'.::ftl OAANT APPUCATIONS. EAC>I 9CQPE OF 'llORK (PER • c I PLAH$WUIEHOTmONTtECOVERStE£TOFTI-EPl..ANS. -tin.irrc-I Of • C.A.No.>01'7 PE.N<o.20U9 512512016 Gmail Progress 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> John, Gmail -Progress John Pekar <johnpekarpe@gmail.com> Tue, May 24, 2016 at 7:16 PM I have a great plan for the road. I have all the available information at my finger tips. I will have the first wave of design to you tomorrow evening. Thanks for getting me on track and I believe I found the source of the survey error that happened out there. But, like we said we will address that only if absoultey needed and before construction begins. Have a great evening and I will talk to you more tomorrow. Brandon Shugart 904-460-54 75 https://mail.google.com/mail/u/1/?ui=2&ik=ccd1e79234&vifN.l=pt&search=inbox&th=154e50e77086924d&siml=154e50e77086924d 1/1 ~\ t-J ......... "' ~~ ~ ~ • ~ ~ ~ ('\ \}\ t I ~~ ""-·-; ' ! ' . . ~ .· J_ ...)" ... ..s-- ~~ ~ ~ 'v~ ~' "" .... - ~ I -~ ../ -.... "" i "] ~· !2 I I I --·· --I --15 ! :-J L-. I i --1 l ' --1101 ·j I ' . J. -I . -j-i 5 -· ! ! i201 i i15 ' j -I j ho T ·-1 l I I · i I ; I · j l ! ' ! I l--;-.. I 1--;_ -~ ,, -__ --1. . . . . l . ' ! i I --l 1 . ' ' 15 : I j ! I f -~ -.-i .. I j I I i 1 -1 I I . •. I . -i -·! : r -,, ! I I I I ! ! I r ! I -r I I ' I I . I I -1 1 --1 -l --·: 1 -1-1 r :· · 1---1 1 ·1 I ; · · . _ , _ I . i . T --. · 1' . ---i I ! --! -t i ! -· l -j --; --i -! -~ I I : ~ ' l l ! I : I ! ~ ; I 1 ' · I ; I -; ~ ---j -! ! -: -I -l I -~ i ! ~ -.. :. 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I I i . I I I i : ! ! l ! I ! ! I • I l I i i I I i : I I I I ,,,, ~I : ' . i r ' -l ' -1 .. I . , -i · -l I i-T l --·-t ., -. . .. -r j -,. -1 ----. -1-1 . -! t . -, . -i -. -i 1 :· 1?: . ,,,, ~ --~~ '//~ _Ji· 1 1-l--t·11·! -·t·-l--1-1-.l ,--r--1-· --j--T·t-·--1----t 1-1--·,·i, i----1---f-·! l -t t:-!i-J 1 ir hYE1RIIAL .. +~ <>;:,-\.,c.e;,·.:t~~ t -1 1 l· 1--1 -I 1 -1 1 ·1 j 2 I r·i :--i-1--,--r--1-i-i·1 _1~1-l 1 -l--,-i rt-·1-r. 1--·-1·-u_ i t ·I-I -f / 5 ··~t v QJlENTIN L. HAMPTON A~OCIATE~ INC. CITY OF NORTH ATLANTIC ~~: ~--\ ~HEtl No. ' AVENUE -', s r~, \X' :~::: I I I I 1. 1 1 1 1 coN~ULTING ENGINEED.~ cAPE sTRErrscAPE cRoss sEcT1 / • v...~ .· "'~o ~~~~-------~--~~~+---------~-~ ~~~Fl~~~~~~~~ C~~ERil IMPROVEMENTS ~~~~m~~ ~ PHONE: (386) 761-6810 FAX: (386) 761-3977 z iOA~lfll~~Qi;i~~~---1 NO. I BY I REVISIONS I DATE I NO. I BY l REVISIONS I DATE I P.O. DRAWER 290247, PORT ORANGE, FL 32129-0247 BREVARD COUNTY, FL. PROJECT NO: CC02 DRAWN BY: TZ //,·.~~.rfii..\\\ OF 134 ''""'' 1. BENCH MARK DATUM USED FOR PROJECT IS N.A.V.D. 1988. 13. ANY PUBLIC LAND CORNER OR BENCH MARK WITHIN THE LIMITS OF M.Q. T. NQTES: CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER 2. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE 1. TRAFFIC SHALL BE MAINTAINED WITH FOOT DESIGN STANDARDS, INDEX REMAIN, UNLESS OTHERWISE NOTED. CONTRACTOR SHOULD NOTIFY THE DISTRICT LOCATION SURVEYOR, WITHOUT 600 SERIES. DELAY, BY TELEPHONE. 2. EXISTING POSTED SPEED(S) SHALL BE MAINTAINED THROUGH ALL 3. THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED 14. EXISTING DRIVEWAYS WITHIN THE LIMITS OF THIS PROJECT ARE TO BE PHASES OF CONSTRUCTION: APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACED AT THE SAME LOCATION AND WIDTH, UNLESS OTHERWISE SHOWN IN CR 401 (NORTH ATLANTIC AVENUE) 35 MPH LOCATION OF ALL UTILITIES AND STRUCTURES THAT MAY BE ENCOUNTERED IN PLANS. ALL PROPOSED DRIVEWAYS HA VE BEEN SHOWN IN THE PLANS. THE WORK AREA AND TO AVOID CONFLICTS WITH EXISTING FACILITIES. 3. CONTRACTOR SHALL PROVIDE THE CITY OF CAPE CANAVERAL, COUNTY UTILITIES SHALL REMAIN UNLESS OTHERWISE NOTED. 15. EROSION CONTROL ITEMS ARE ESTIMATED FOR PREVENTION, CONTROL, OF BREVARD AND F.D.O. T. WITH DRAWINGS FOR APPROVAL OF TRAFFIC ABATEMENT OR EROSION, SEDIMENTATION, AND WATER POLLUTION. THESE CONTROL PLANS WITH DEVICES IN ACCORDANCE WITH SECTION 102 OF 4. THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR ITEMS ARE TO BE USED AT THE LOCATIONS DESCRIBED IN THE CONTRACTOR'S THE MAINTENANCE OF TRAFFIC PER F.D.O.T. STANDARD SPECIFICATION OMISSIONS IN THE LOCATION, ELEVATION AND DIMENSIONS OF EXISTING APPROVED EROSION CONTROL PLAN OR AS DIRECTED BY THE ENGINEER TO FOR ROAD AND BRIDGE CONSTRUCTION (2010). UTILITIES, STRUCTURES AND OTHER EXISTING FEATURES. COMPLY WITH ALL FEDERAL. STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY 16. ALL EROSION CONTROLS MEASURES SHALL BE REMOVED AT THE ON ANY CONFLICTS ARISING DURING CONSTRUCTION OF ANY IMPROVEMENTS COMPLETION OF THE PROJECT. SHOWN ON THESE DRAWINGS. 17. THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO AND IDENTIFICATION VISIBLE DURING CONSTRUCTION OPERATIONS, IN ORDER TO REPLACEMENT OF EXISTING UTILITIES. REPLACEMENT SHALL BE TO THE FACILITATE EMERGENCY VEHICLE TRAFFIC. COMPLETE SATISFACTION OF THE ENGINEER. 18. ALL MILLED AREAS WILL BE COVERED WITH TYPE SP ASPHALT THE SAME 7. ALL UTILITY OUTAGES SHALL BE COORDINATED WITH THE INDIVIDUAL WORK PERIOD THAT MILLING OCCURS. OWNER'S REPRESENTATIVE OR DEPARTMENT SUPERVISOR AND APPROVED BY THE THEM, PRIOR TO OUTAGE. 19. ADEQUATE EXCAVATION, SHEATHING, SHORING AND BRACING SHALL BE PROVIDED AND SHALL CONFORM TO CONSTRUCTION REQUIREMENTS AS SET 8. THE CONTRACTOR SHALL PRESERVE FROM DAMAGE ALL PROPERTY ALONG FORTH BY THE FEDERAL DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND THE LINE OF WORK, OR THAT IS IN THE VICINITY THEREOF, OR IS IN ANY HEAL TH ADMINISTRATION. WAY AFFECTED BY THE WORK; THE REMOVAL OF OR DESTRUCTION OF WHICH IS NOT CALLED FOR BY THE PLANS. WHEREVER SUCH PROPERTY IS 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AT THEIR EXPENSE TO DAMAGED DUE TO CONSTRUCTION ACTIVITIES OF THE CONTRACTOR, IT SHALL PROVIDE THE PROJECT ENGINEER WITH "AS-BUILr DRAWINGS OF BE IMMEDIATELY RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR CONSTRUCTION. DRAWINGS SHALL CONTAIN SPECIFIC LOCATIONS OF ALL AT NO COST TO THE OWNER. NEWLY CONSTRUCTED AND RELOCATED UTILITIES. 9. RIGHT-OF-WAY RESTORATION IS TO BE CONDUCTED CONCURRENTLY WITH 21. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS LISTED BELOW THROUGH CONSTRUCTION AS DIRECTED BY THE ENGINEERS. THE ENGINEER SHALL HAVE AUTHORITY TO SUSPEND CONSTRUCTION WORK WHEN RESTORATION IS NOT SUNSHINE ONE CALL OF FLORIDA, INC. (1-800-432-4770) TWO BUSINESS BEING ADEQUATELY PERFORMED. ALL DISTURBED AREAS ARE TO BE RESTORED DAYS IN ADVANCE OF BEGINNING CONSTRUCTION ON THE JOB SITE: TO PRIOR EXISTING OR BETTER CONDITION. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED TO MATCH EXISTING SPECIES AND VARIETY OF GRASS. IF APPLICABLE, PIPE INSTALLATION UNIT PRICE SHALL INCLUDE UTILITY INFORMATION PROVIDED TO OR COLLECTED BY QLH DURING DESIGN RESTORATION AND SODDING TO EQUAL OR BETTER CONDITION. PRELIMINARY PLANS INFORMATION QUALITY LEVEL FINAL PLANS 10. THE CONTRACTOR SHALL CONDUCT HIS WORK TO INSURE THE LEAST UTILITY UTILITY CONTACT PHONE E-MAIL PROVIDED TO AND DA TE RECEIVED PROVIDED TO POSSIBLE OBSTRUCTION TO TRAFFIC AND INCONVENIENCE TO THE PUBLIC AND TYPE COMPANY UTILITY {DA TE) LEVEL LEVEL LEVEL LEVEL UTILITY (DA TE) A/4 8/4 C/4 n/4 RESIDENTS IN THE VICINITY OF THE WORK AND TO INSURE THE PROTECTION (321) 433-8799 PTURNEROCOCOAFL. ORG 5-25-12 6-25-12 OF PERSONS AND PROPERTY. NO ROAD TO BE CLOSED TO THE PUBLIC WATER CITY OF COCOA PEGGY TURNER EXCEPT WITH THE APPROVAL OF THE ENGINEER AND THE PROPER WASTEWATER OTY OF CAPE CANA'v{RAL JEFF RATLIFF ( 321) 403-2137 J.RA lUFFOCITYOFCAPECANA 'v{RALQRG 5-25-12 GOVERNMENTAL AUTHORITIES. ELECTRIC FPL SUE WILLIAMS (321) 455-6125 SUE. WILLIAMSOFPL.COM 5-25-12 6-4-12 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE A REVIEW OF THE DISTRIBUTION SITE TO DETERMINE EXISTING CONDITIONS AND ANYTHING NOT SHOWN ON ELECTRIC FPL THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER TRANSMISSION AND SHALL NOT CONSTITUTE AN EXTRA UNLESS APPROVED BY THE ENGINEER. PHONE AT&T BRYAN COUGHLIN (321) 258-9244 BELL73.A TI.COM 5-25-12 6-4-12 THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND OTHER TV CABLE BRIGHTHOUSE NETWORKS NICK SAWH (321) 757-6451 5-25-12 FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. GAS FLORIDA CITY GAS BOCK KREINHAGEN (321) 638-3424 5-25-12 6-15-12 12. CONTRACTOR SHALL MAKE PROVISIONS TO MAINTAIN DUST CONTROL ON A TELECOM PATRICK AIR FORCE BASE RICHARD ALLARD (321) 494-2103 DAILY BASIS WITH STREETSWEEPER. QJlENTIN L. IWIPTON AMOCIATFA. INC CITY OF NORTH ATLANTIC SHEET NO. CONIULTINC ENCINmli CAPE AVENUE GENERAL NOTES STREETSCAPE 21 FLORtll" CERTIFICATE-OF-AUTHORIZATION NO. 626 CANAVERAL IMPROVEMENTS DAVID A. KING P.E. PHONE: (386) 761-6810 fAX: (386) 761-3977 Flom\ REGISTRATION NO. 8"( REVISIONS ll"TE NO. 8"( REVISIONS ll"TE P.O. DRAWER 290247, PORT ORANGE. FL 32129-0247 BREVARD COUNTY, FL. PROJECT NO: CC02 DRAWN BY: TZ 50609 OF 134 r, r~~ ~~ ~~ ~Cl.. ~ ~ 3.6 ~~ ... ~ ~~ ~ PROVIDE SWALE @ PROP. DRIVEWAY @ f:XISI. LOW POINf f 0 DRAIN f 0 Wf:Sf ~ I ·3·z I ! l l ! '3. w. ~ ~ ! l ' '3 !:3. 3.'1 PROVIDf: 12"x 1211 fHICK. EDGE ALONG ALL f:DGf:S OF-PAVING ALONG fHE R/W W / 1#5 CONI. ,\.o ~ ~ -----------a I ,, ... '""' ......... , _!\.v . I • ,, ' I , ' ' , ' ' I ' I I I ', GRAPHIC SCALE 1" = 30 \ 0 15 30 60 PROVIDf: 6" CONC. DRIVE w I F-16f:RMf:SH ON q53 COMPAClf:D F-ILL Af R/W, 11~ '3·9 PROVIDE SWALf: @ PROP. DRIVEWAY @ EXIST. LOW POINI f O DRAIN f O WES! 5 '3· '3·1 AO P.ARCEL ..4.10: roTAL PROJECT AREA = 10,528 ± SF = 0.242 AC BLDG .AREA • 5?'z60' -3,420 SF SIDn..4LK = 158 SF DRIYnAY -16'z25' -400 SF roTAL /JIPERYIOUS .AREA -3,11'18 :r SF -0.011 AC roTAL /JIPERYIOUS X= 3?.8X P.ARCEL ..4.2?.· roTAL PROJKCT .AREA -10,280 :r SF -0.236 AC BLDG .AREA -5'1'z60' "" 3,IJ28 SF S/DlfTALK = 162 SF DRIYEFAY "" 16'z25' -650 SF roTAL /JIPERYIOUS .AREA -4, 'l38 ::t S1' • 0.011 AC roTAL /JIPERYIOUS x-46.lX COJIJJJNEI) RE'lrN710N IS PROPOSED FOR B011I PARCEL roTAL S17'E ARKA ... 20,808 s.F. roTAL /JIPERYIOUS AR&t = 8, '116 S.F. AREA OF COMBINED JU11'8NTION POND -6,496 S.F. DEPTH OF COJIBIN8D POND -6• VOL. AY..4/L • COllBJN8D strALE -(8,49tlz0.5)/2 "" 1,624 CF , : I ...... , SANITARY .MANd,ol,E EB"ss ' '-...,,_____ 4 v 'WPP OAK LANE ARKA OF FRON'/' strALE OF P.ARCEL A.a? • 602 S.F. DEPTH OF FRON'/' strALE -6• TOP EL=3.15 ! \ 6 A·A INV=-1.85 ! i A. I : ~ i L---------+B~----·--A--1//.-~ -----M ~ ~REC. 5/8. ·3'3 35(§--~ ~ ~ u lo '3·6 6·6 LOT 16 D AO fl-::; 6·'Z P~ELA.10 \/'6· f, PROPOS8D ~ 6'1.00'ztJ0.00' PROPOS8D F.Jl'.8.-'l.0' t-. ~ LOT 15 L01' 14 , 0 o· '-l lo ~~ :! '!:i ... "'~ ..,g "' A'' L01' 13 Cl ~ P.ARCEL B PARCEL A.27 pJlOll().C) R&flD8NC8 IJ3.33'ztla.OO' PROPOSl:D F.Jl'.8.•?.0' 'I A· L01' 12 3/J.3 OCEAN GARDENS WA VE T1YO,.,... -6·B (P.B. 40, PAGE 45) 6· DRAINAGE PLAN SCALE: 1" = 30' ~ ( , 1 i::,V"o '-l . 12~ '!:i"' .. ~ ..,<> <:o "' f,\,"'°t\-1 ~1:.., LOT 10 VOLlJJIE AY..4/LABLE • JWON'l' strALE = (602z0.5)/2=150 CF roTAL VOLlJJIE OF STORAGE AY..4/L = 1,624 + 150 -l,'1'14 C.F. TREA'l'JIENT AY..4/L FOR /JIPERY. .AREA .... 1,'1'14/8,'116 = 0.204' OR 2.44• 'I'REA'l'JIENT AY..4/L. FOR 'l'HE ENTIRE SITE AREA "" 1,'1'14/20,808-0.085' OR J9 (P48CEI, 4.27) COJIJIENCE AT THE NORTHEAST CORNER OF LOT B. ACCORDING TO THE PLA.T OF TlJ'/'ENS SUBDIYISION, RECORDED IN PLA.T BOOK 1, PA.GE 22, OF THE PUBIJC RECORDS OF BREVARD COUNTY, FLORIDA, 11/ENCE RUN S 00-54 '29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66. 00 Fl', THENCE RUN N 80-38'33" 1' AND PA/WllJL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF '!06.30 FEET TO THE POINT OF BEGINNING, 11/ENCE CONTINUE ALONG SAID LINE A DISTANCE OF 80.00 Fl', THENCE RUN N 00-54'29" Jr, A D/S'l'ANCE OF 128.50 Fl', 11/ENCE RUNS 80-38'33" E, A DISTANCE OF 80.00 Fl', THENCE RUNS 00-54'29" E, A D/S'l'ANCE OF 128.50 /i"l' TO THE POINT OF BEGINNING. (PARCEL A..10) COJIJIENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLA.T OF TUTENS SUBDIY/S/ON, RECORDED IN PLA.T BOOK 1, PA.GE 22, OF THE PUBIJC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN s oo•54'29" E, ALONG THE EAST LINE OF SAJ]) LOT B, A DISTANCE OF 88.00 Fl', THENCE RUN N 80-38'33" Jr AND PA/WllJL TO THE NOR111 LINE OF SAID LOT B, A DISTANCE OF '!86.30 FEET ro THE POINT OF BEGINNING. THENCE CO!!rl!fll.I.' ALONG SAID LINE A DISTANCE OF 94.00 Fl', THENCE RUN N 00•54 '29 Jr, A D/S'l'ANCE OF 112.00 Fl', THENCE RUNS 8tr38'33" E, A DISTANCE OF 94.00 Fl', THENCE RUN S 00-54'29" E, A DISTANCE OF 112.00 FT TO THE POINT OF BEGINNING. ... ~I ~11 ~~; ~ ~ 114 :s r:-:1 ~ ~ ~ ~ ~ JI: z8l iJ £ i t! ~ ~ ~ ~ § ~ ~ 8 I ~ z 0 ~~ 0 u.. -_I 0 I-w :;;; (.) ~ ~ w Q. 6w :s 0:: 0:: ~ Q. Q. PROJECT NO: 2014-31 FILE NO: D: \Dtr:\2011-31 DESIGNED BY: FJI DRAWN BY: FJI APPROVED BY: N.D. DATE: 4 DRAWING NO: C-1 SHEET 1 Of 6 NOEL DROOR P.E. 37259 EB-0007218 retention area NOif:: ALL DISTURBED 3 6 AREAS SHALL Bf: Rf:SiORf:D ro 6 THEIR ORIGINAL 4· CONDITION :\·" 46 A·O ~-TAP EXISTING WATER LINE Pf:R CITY Of COCOA SPECS. TAP 3.B SHALL Bf: DONE: BY CITY Of COCOA APPROVED CONTRACTOR 6 retention area A 4.'Z NO ESJIT FOUND GRAPHIC SCALE 1" = 30 0 15 30 60 CITY OF: COCOA UTILITIES Rf:QUIRf:Mf:NiS I. CITY Of COCOA UTILITY DETAILS SHALL Bf: F-OLLOWf:D F-OR ALL PROPOSED CONSTRUCTION 2. ALL WAif:R Sf:RVICf: LINES SHALL CONSIST Of A BRONZE Sf:RVICf: SADDLE:, CORPORATION STOP, iYPf: ~K.11 COPPER, AND CURB STOP. 3. iHf: Mf:if:R AND BACK.F-LOW PRf:Vf:Nif:RS WILL Bf: INSTALLED BY iHf: CITY Of COCOA AfTf:R PAYMENT AND ACCEPTANCE: OF-iHf: Sf:RVICf: LINES 4. A TAPPING CONTRACTOR ACCf:PiABLf: TO iHf: CITY Of COCOA WILL Bf: RE:QUIRf:D F-OR iHf: i APS 5. A UTILITY CONIRACTOR WILL Rf:QUIRf:D fOR iHf: INSTALLATION Of THE: SE:RVICf: LINES if:MPf:RARY JUMPER, Sf:f: -----:ta 6' .,,d fence SANITARY JIANHOLE TOP EL=3.00 INV= NO ACCESS f:XISi. WAif:R LINE:, flf:LD Vf:RlfY f:XACi, SIZE: AND LOCATION PRIOR T 0 CONSiRUCilONR 6. iHf: WA if:R LINE AND APPURif:NANCf:S SHALL BE: INST ALLf:D IN ACCORDANCE: WITH THE: CITY Of COCOA'S LAif:Si TECHNICAL PROVISIONS AND Si ANDARD Df:i AILS 7. CALL fOR iHf: PRE:CONSTRUCTION Mf:f:TING WITH CITY Of COCOA f:NGINE:f:RING DIVISION PRIOR TO START Of WORK.. B. MA if:RIAL INSPE:CilON BY CITY Of COCOA UflLITIE:S WILL BE: RE:QUIRf:D DETAIL I ' ' ' I : 3.'1 3B ; i I ' ' ' ~!! I ! E--. I : ~~ !¢ ~K ! 1 ....... ~ j: .... .,... i ! ~~ l ! s~ 11 ~~ , I! ~~ '.3·a ! l '3· i...J "'l::tt I I. " ...... . ~~ "' I P ~ i: ~ i~ ~ ! l ~ l I ! ' In. 3 I :J· i 3 'Z ll I i 6' cl fence PROVIDE: MIN. T Sf:Pf:ARTION Bf:iWf:f:N f:XISi. Sf:Wf:R & PROP. WAif:R MAIN f:XISi. Sf:Wf:R LINE, flf:LD Vf:RlfY f:XACi, SIZE: AND LOCAflON PRIOR TO CONSTRUCTIONR 611 HYD. ''i'' & G.V. PROP. f~E: HYDRANT Of COCOA SPEC. ! Jlt: i ' ..JL-L-VL-f'J'~ .... ----------.... I I / ' SE:E: nc.-rr z '11• ,.,, ',, ' ! / ' l ! /' 611 to 411 Rf:DUCf:R TAP f:XISi. 411 WATER LINE: fOR iHf: PROPOSED WAif:R Sf:RVICf:. iPPING SADDLE & V ALVf: SHALL Bf: Pf:R CITY Of COCOA SPECS. i AP SHALL Bf: Pf:RF-ORMf:D BY CITY Of COCOA APPROVED i APPING CONTRACTOR. AND Mf:if:R Sf:i BY UTILlfY CONTRACTOR 3.'1 3 B 3.9 3.'1 ORB 1832 PG 429 A·O q. A SUCCf:SSfUL OPf:N DITCH INSPECTION BY CITY Of COCOA UTILITIE:S WILL Bf: Rf:QUIRf:D 10. BACif:RIOLOGICAL TE:Si SHALL Bf: Pf:RfORME:D BY A PRIVATE: LAB IN ACCORDANCE: WITH iHf: CITY Of COCOA CRITERIA II. AS-BUIL rs (IN ACCORDANCE WITH SE:CTION 14 Of CITY Of COCOA if:CHNICAL PROVISIONS) WILL Bf: Rf:QUIRf:D Ai THE: COMPLETION OF-iHE: PROJECT. 12. f:XE:CUif:D WA if:R f:ASf:Mf:Ni fORM WILL Bf: Rf:QUIRf:D Ai THE: COMPLETION Of iHf: PROJECT 13. f:Xf:CUif:D BILL OF-SA TE: fORM WILL Bf: Rf:QUIRf:D Ai THE: COMPLETION Of iHf: PROJECT 14. FINAL INSPECTION Of ALL WA if:R APPURif:NANCf:S WILL Bf: Rf:QUIRf:D BY THE: CITY OF-COCOA UTILITIES Ai THE: COMPLETION Of THE: PROJECT 4'' PVC WATER MAIN TO f:XTf:N f:AST OF-PARCEL A.27 I ' I SANITARY JLANdp),.E E8"sS i --.__ U.l:l.11 'JV.l!J TOP EL=3.15 l l I 6· .\.o JOOD .iJ.i6 'w'PP .INV=-1.85 I i . ! I UTILITY PLAN SCALE: 1• = 30' ~ i I -~ L.=:=--:" ffi ·~ / <:::; ! A·O '-----// t~~-~ J(L ~~--~ 3 .. ........ 3. I 3.B G.V.! tJ ~ D ...:j PARCRiffEL A.JO {,,,6· f.v PROPOSllD 6'/.00W0.00 t<.. .J.U "' la ·~~ -<ti ... 1('Q~ -.<:> <> "' PllOPOSD CONC. 1Jlllv. JllJ.0 a ~ _i PARCEL B I I I 36.3 .~ PARCEL A.27 PllOPOSCJ 1lllSIDINC8 tl3.33'ztla. 00' PROPOSWD ,J'.8.•1.0° -211 BLOW Off VALVE ,J:80X Pf:R CITY OF-rY' COCOA .... ~k <ti ... .. ~ -.<:> <> NOTE:: • WA iE:R LINE: AS BUILT INfORMA TION SHOWN HAVE: BE:E:N F-URNISHf:D BY CITY Or COCOA UTILITIE:S AND AND SURVf:YOUR. ALL INfORMATION SHALL Bf: flf:LD Vf:RlfY PRIOR TO BIDDING AND CONSTRUCTION. • Sf:WE:R LINE: AS BUIL i INF-ORMA ilON HAS Bf:f:N FURNISHED BY CITY Of CAPE: CANAVf:RAL UilLlilf:S & SURVE:YOR. aLL INfORMAilON SHALL BE: flE:LD Vf:RIF-Y PRIOR TO BIDDING AND CONSTRUCTION. • ALL WA if:R LINE: CONSTRUCTION SHALL BE: ACCORDING TO CITY Of COCOA UTILlilE:S SPf:CIF-ICA TIONS. ~I a; i[ ~~1 ~~; ! I z I z 0 ~ u 9 ~,. 01 0::: I Cl. I PROJECT t 2014-~ FllE NO D:\Drc\Z014 DESIGNED Fil DRAWN 8' FJI APPROVED N.D. DATE: 1111111. DRAWING f\ c-: SHEET 2 OF NOEL ORO< P.E. 3725 EB-00072' 1-::. .._ ""~ ''· ~ "'j.-#. .. ~ $ ~ ~ ~......... ~ " ":. '"~ Bl;ti;i' ' ~ j#: :. . ' : P.I. STA. 12+88.16 3.59' LT.) ll SURVEY • STA. 12+89.16 { CONST. P.I. STA. 12+32.91 2.93' LT.) l SURVEY • STA. 12+33.27 { CONST. P.I. STA. 11+68.22 2.67' LT.) l SURVEY • STA. 11+68.28 { CONST. 1.~ OF SURVEY P.I. STA. 24+50.00 ~ (0.00' RT.) ll SURVEY • 17400 ,_ STA. 24+51.89 { CONST. (P.I.) ~ --+----• _ ~ tl+OO 20tCJO Zt+oo -~+--·-----·---·-~ ..... ~-----\ -'' .. ;'S1"'W ~--..... " -~ -___,...__ P.I. STA. 22+25.00 (0.00' RT.) ll SURVEY •, STA. 22+26.90 { CONST. (P.I.) P.I. STA. 16+31.95 (0.16' LT.) ll SURVEY • STA. 16+33.85 { CONST. P.I. STA. 15+49.55 (0.25' RT.) l SURVEY • STA. 15+51.45 { CONST. P.I. STA. 15+01.18 (0.34' RT.) 'i, SURVEY • STA. 15+03.11 { CONST. P.1. STA. 14+91.24 (0.29' LT.) ll SURVEY • STA. 14+93.14 { CONST. (P.T. OF CURVE) P.I. STA. 14+46.84 (0.09' LT.) ll SURVEY • STA. 14+48.69 { CONST. P.I. STA. 13+94.85 (0.20' RT.) 'i, SURVEY • STA. 13+96.69 { CONST. P.I. STA. 13+43.01 (1.24' LT.) l SURVEY • STA. 13+44.55 { CONST. P.I. STA. 11+56.30 (2.52' LT) 'i. SURVEY • STA. 11+64.38 { CONST. (P.C. OF CURVE) P.I. STA. 11+08.03 (0.00' RT.) l SURVEY • STA. 11+08.03 { CONST. BEGIN PROJECT STA. 10+00.00 It SURVEY (CR 401) = STA. 10+00.00 ~ CONST. (CR 401) (o.oo· RT OF It SURVEY) ~OF SURVEY ICIUI' P.I. STA. 24+40.94 (0.12' LT.) l SURVEY • STA. 24+42.84 { CONST. P.I. STA. 23+30.50 0.56' LT.) ll SURVEY • STA. 23+32.40 { CONST. P.I. STA. 22+26.58 (0.02' LT.) ll SURVEY • STA. 22+28.48 { CONST. ~ 4HOO --~ ---~ -' ----~ ---1----------~niAe'----+------• I l -·---·-----1---·-~-na---·---·-----• -·-+-P.I. STA. 32+17.59 (0.72' LT.) ll SURVEY • STA. 32+19.49 { CONST. ~--1-------+--~1---+--+-------+-----1 QIENTIN L. IWll>TON AMOCIATP.& INC. CONiOLTING ENGINEmi CITY OF CAPE CANAVERAL P.I. STA. 39+92.88 (0.33' LT.) l SURVEY • STA. 39+94. 78 { CONST. NORTH ATLANTIC AVENUE STREETSCAPE BASELINE CONlROL SHEET 0 25 100 - ---FEET SHEET NO. 16 1---=:.:.......:...:..=....:-=.:..:=..:....:...;::;..__-+---------1 ~ REGISTRATION I I NO.I BY REVISIONS DAl! I NO. I BY REVISIONS DAl! FLORIDA CERTIFICA'T!-OF-AUTHORIZATION NO. 626 PHONE: (386) 761-6810 FAX: (386) 761-3977 P.O. DRAWER 290247, PORT ORANGE. FL 32129-0247 I IMPROVEMENTS I IDAVID A KING P.E. BREVARD COUNTY, FL. PROJECT NO: CC02 DRAWN BY: TZ 50609 OF 134 CONTROL POINT-_, ~· SET #5 REBAR & CAP I ~ (ID: 6135) : ~ t OF SURVEY 901f'o" t: r •0:00 .L_l/ ":00 ~-s49·20·02"E S46°46'26"E 108.03' P.O.T. STA. 10+68.92 {<l SURVEY N. ATLANTIC AVE.) rt OF SURVEY ~ 20+00 -4--S08"36~3"W -~~ --_ -+-. 1 2 ~I ·i 90"0 O" ~~ -~.o.w. (WIDTHVARtES)0 FND CONCRETE MONUMENT (ID: C 133CGS) P.O. T. STA. 19+92.45 {Cf. SURVEY N. ATLANTIC AVE.) ~ 28+0o_£ t OF SURVEY ~11Q: ..... r N --Ul.: sos·59•24"W----4 ~I 90"0'0" - -R.O.W. (WIDTHVARIE'S) -PROJECT BENCH MARK SET #5 REBAR & CAP (ID: LS 6135) N: 1478695.38 E: 783376.97 EL: 12.96' P.O. T. STA. 27+ 70.28 {Cf. SURVEY N. ATLANTIC AVE.) PROJECT BENCH MARK SET REBAR & TRAVERSE CAP PROJECT BENCH MARK N: 1480010.14 ~ I-(ID: TRAVERSE LS 5117) SETN&D \ ~ (ID: TRAV PT LS 5117) ~NOi'nl ---E: 786816.16 N: 1479661.99 E: 783549. 50 EL: 13.62' J ----_ EL: 13.68' APPROX. CITY ~ -~WIDTH ~l~~.fsORAlE 90·0'0" ~-\ [t OF SURVEY~ ~/£~ - -~ _ ROW CW!DTH~RI~ -,_[_"-OF ~R\/EY t~-UL'O" r:::;I 0 I ,. 14 03"2§'~rE ! e1 S0£_57'53~!5+00 • ·~'\'~'\ £. 51 .98 54.3¥-~4-•-~Q§'.-t_4'07''W 17+00 ~I ,I --f-------<...i.--t---..... ~{.sir I 48.J~ S08°36'33"W 59· P.O.T. STA. 14+41.82 P.O.T. STA. 17+89.24 {Cf. SURVEY N. ATLANTIC AVE.) {Cf. SURVEY N. ATLANTIC AVE.) Co•~·~~~~ ~ 4+00 g ~ r-S{j7=3ji 10"W - -;:3_:_..(_~J_0.44' ;ul 90·0'0" --~ -~ -... "··-TH VARIESJ PROJECT BENCH MARK SET #5 REBAR & CAP (ID: LS 6135) N: 1479106.74 E: 783426. 79 EL: 13.41' P.O.T. STA. 23+56.18 {<l SURVEY N. ATLANTIC AVE.) ~ t OF SURVEY 31+00 ---+--~~so8=3S13Sw Col 0-: 90"0'0" ---t_, R.o.w.(wiD-iHvARiEs') CONTROL PT SET N&D (ID: 5117) P.O.T. STA. 31+30.22 {<l SURVEY N. ATLANTIC AVE.) ~ FND N&D r (ID: LB 266) -N~ {!!QTH~AR~ g:~ L~ OF SURVEY "'.; 9()·:so" -1r:::j! II ~5+00 S06"S9'24 "W+--P.O.T. STA. 24+30.18 {Cf. SURVEY N. ATLANTIC AVE.) ~ FND. #5 R~EBAR (NO ID) -~.W~WIDTH VARIES) I ~I 90"0'0" ~r~·'\-33+oo r:::;l..r.-1 - --_}-ii5:} 1so6·s7'28"W t OF SURVEY ~v 90°0'0" -<1 R:0.w . .,.(Wl~D"'!TH.....,.VA"'!R~IES) \ -\_ FND. 2" IRON PIPE (NO ID) P.O.T. STA. 32+ 72.58 & STA. 32+80.53 {Cf. SURVEY N. ATLANTIC AVE.) ~ LFND N&D (ID: LB 5383) FND N&D (ID: LB 266) -.O.~ (~TH VARIES) en~ ~: 90·0'0" --<1 r-1 ~6+00 -..... \ +-S06"59 24;-y;--+---\__t OF SURVEY P.O.T. STA. 25+63.52 {Cf. SURVEY N. ATLANTIC AVE.) ~ FND. #5 REBAR & CAP (ID: LS 2787) \ R.O.W. (W!DlJ;LVA~S)~ -~l 90·01'0" ,·1 34+00 S06°57'28"W --<1 -~~Ii_ OF~=-P.O. T. STA. 33+ 79.52 {<l SURVEY N. ATLANTIC AVE.) ~ 19+00 [~OF SURVEY 1-00 --Soa=3s7.3SW-s94.63' ~~/ ':::I ·1 ::ol 90·0'0"' --<I Jrn:w.(WI~ 't'All1Es) -r-FND #5 _/ REBAR & CAP (ID: LB 6565) P.O.T. STA. 19+05.93 (Cf. SURVEY N. ATLANTIC AVE.) ~ FND N&D r (ID: LB 266) R.O.W. (WIDTH2,AR~ !--~:--.._ ~: 90°0'0" 27+00 ~: ____j_ . -I ~~ -\SQ6;;9'24"W ~ \__~ OF SURVEY ,.., P.O.T. STA. 27+43.14 {Cf. SURVEY N. ATLANTIC A VE.) ~ FND. N&D ;o · (ID: LS 2767) ~ \ R.O.W. (WIDTH VARIES --(...J ,.z. ol 1>' '!1 0 mu:_o·o'o" \al 34+00 r:::;1 ;o I o --+-~--~ S06"57'28"W I'::: 90"0'0" : ; \_t OF SURVEY I PROJECT BENC~M;;K -; R.O.W. (WIDTH VARIES) SET N&D (ID: TRAV PT LS 5117) N: 1478038.04 E: 783298. 75 EL: 12.12' P.O. T. STA. 34+25.92 & STA. 34+32.22 {Cf. SURVEY N. ATLANTIC AVE.) -----------t---+-----------QJl!NTIN L. llAMPTON AMOCIATPA. INC. CITY OF CAPE CANAVERAL NORTH ATLANTIC AVENUE STREETSCAPE SHEET NO. NO.I BY REVISIONS DATE I NO. I BY REVISIONS DATE CON3ULTINC ENCINEE123 FLORIDA CERTIFICATE-OF-AUTHORIZATION NO. 626 PHONE: (386) 761-6810 FAX: (386) 761-3977 P.O. DRAWER 290247, PORT ORANGE, FL 32129-0247 I IMPROVEMENTS I IDAVID A. KING P.E. 1--....:.:..:.~..:.=..=-===;..:...;....=--+-~~~~~~~---1~0RIM~GISTRATION1 I BREVARD COUNTY, FL. PROJECT NO: CC02 DRAWN BY: TZ I 50609 REFERENCE TIES 18 OF 134 FND #5 REBAR (NO ID) ~ l:i; \\ \'.;O 0 ~ -'~ _ -)\ R.O.W. (Wl£!!"i ~ARIES) I ti1~ \ ~: 90"0'0" 35+00 L --------\_-I: S06°57 28"W 'l OF SURVEY P.O. T. STA. 35+00.82 (Cf. SURVEY N. ATLANTIC AVE.) ~ _[_'f:. OF SURVEY 40+00 ~2~59"W ___ ~I 01 :-v90·0'0" -<\=R.O.W. (WIDTH VARIES) CONTROL PT SET #4 REBAR & CAP (ID: TRAV PT 5117) P.O. T. STA. 39+61.09 (Cf. SURVEY N. ATLANTIC AVE.) ~ ~'f:. OF SURVEY 54+0 -• ----;::;r + _ S07"0f' ~·w (;.JI Uil '!I 90°0'0" ::::I._/ ___,. - -R.O.W. (WIDTH vARiEs) L ~ONTROL PT. SET N&D (ID: LS 5117) P.O. T. STA. 53+94.30 (Cf. SURVEY N. ATLANTIC AVE.) ~ 'f:. OF SURVEY 6 36+00 5•57·2~:~ 1 -'°I f ';:_: 90°0'0" ::::I-/ Ro.W'."TWIDTH VAR7ES) CONCRETE MONUMENT (NO ID) P.O. T. STA. 35+82.63 (Cf. SURVEY N. ATLANTIC AVE.) ~ L'f:. OF SURVEY 40+00 S06"42'59"W ---i---VJ., -01 ~I -1 ::ul -<I R.O.W. (WIDTH VARiES) 1 -FND. #4 REBAR__) IN CONCRETE (NO ID) P.O. T. STA. 40+44.90 (Cf. SURVEY N. ATLANTIC AVE.) ~ ~~OF SURVEY _.?q_"l~~ ~00 N 1-, <nl --"-ii --1 90"0'0" ::::V I R'.O.W~WIDTH VARIES)t - - -PROJECT BENCH MARK SET #5 REBAR & CAP (ID: LS 6135) N: 1475904.38 E: 783030.42 EL: 14.01' P.O. T. STA. 55+82. 76 (Cf. SURVEY N. ATLANTIC AVE.) ~ r'f:. OF SURVEY I . 31+00 ------~u: NI ~I :::0 90°0'0" i:mw. ~D-fHvA:;j--CONTROL PT SET N&D (ID: 5117) P.O. T. STA. 37+09.07 (Cf. SURVEY N. ATLANTIC AVE.) ~ :I_'f:. OF SURVEY 41+0 S06"42'59"W -+ ·-~i-----· a,I CD I ·1 ::::i R.o:w.(WiDTH VARIE1) - - -CONTROL PT. SET N& D (ID: 6135) P.O.T. STA. 41+53.37 (Cf. SURVEY N. ATLANTIC AVE.) ~ PROJECT BENCH MARK SET #5 REBAR & CAP (ID: LS 6135) N: 1475807.62 E: 783070.66 EL: 13.36' , R.O.W. (WIDTH VARI~ ~I 90"0'0,;--~-u57+00 _sL ~_:4£Q§:W \._'l OF SURVEY P.O.T. STA. 56+74.17 (Cf. SURVEY N. ATLANTIC AVE.) .---.--+--------1------l1----+---+-------+----1QJlENTIM L. IWIPTON AMOCIATP.& INC CONiULTINC !NCINm2i NO.I BY REVISIONS DATE I NO. I BY REVISIONS DATE FLORIDA CERTIFICATE-OF-AUTHORIZATION NO. 626 PHONE: (386) 761-6810 FAX: (386) 761-3977 P.O. DRAWER 290247, PORT ORANGE, FL 32129-0247 ~ D 0 0 ~g· ~ffi' PK NAIL R.O.W. ("Dll< ~IE~ J:1r (N~D)-~ 3B+oo'°-I ~o·o·o· -i-----t c::; L S06"57'28"W 1-\_ - -. 'f:. OF SURVEY P.O.T. STA. 38+13.37 (Cf. SURVEY N. ATLANTIC AVE.) ~ FND. #5 REBAR & CAP\ (ID: LB 266) '---R.O.W. (WIDTH VARIES) -~~ '.::: 1 90"0'0"['f:. OF SURVEY -1>:1511+00 j S06"46'03"W .-I --~1---1-P.O.T. STA. 50+92.27 (Cf. SURVEY N. ATLANTIC AVE.) ~ _f 'l OF SURVEY +00 S06°44'08"W -----(,J-r• ,-!'°I ~I ·I 90"0'0" ::::l-/ R.o.w.TwiDTH° v~ - -\_CONTROL PT. SET BOD NAIL P.O.T. STA. 60+72.05 (Cf. SURVEY N. ATLANTIC AVE.) NORTH ATLANTIC AVENUE STREETSCAPE ~ L'f:. OF SURVEY 39+00 - -Q' --+-----------'.::I S06"57'28"W U1 I --90"0'0" :::: . - - -~.w:(WIDTH vARiEs)" \_ FND N&D (ID: DRMP) P.O.T. STA. 38+ 70.95 (Cf. SURVEY N. ATLANTIC AVE.) ~ PROJECT BENCH MARK ~No~•n SET #5 REBAR & CAP ..... (ID LS 6135) ~ N: 1476232.36 a.I E: 7831~2.90 ~ EL: 13.19 -1_ -'21 R.O.W. (WID~ V~ESL =J :..., I 90"0'0" 52 ;: 53+00 -so1~-a'oo"w ~i~" u ~ ----1 --'-+ ~'f:. OF SURVEY P.O.T. STA. 52+46.07 (Cf. SURVEY N. ATLANTIC AVE.) ~-. ~ ~~, QOF SURVEY ~ __J___ 64+00 ~~02"W -N~+ -zj I R~O.W. (WIDTH VARIESJ PROJECT BENCH MARK SET #5 REBAR & TRAVS CAP (ID: LS 6135) N: 1475107.22 E: 782964.99 EL: 13.62' / . 90°0'0" ::::1 P.O. T. STA. 63+80.54 (Cf. SURVEY N. ATLANTIC AVE.) SHEET NO. REFERENCE TIES CITY OF CAPE CANAVERAL 19 I IMPROVEMENTS I IDAVID A. KING P.E. L-...:.:..:;:!....!..=..;:...=.:..=::..:..:..::_-&-~~~~~~~----1Fl.0Rn\~GISJRATIOlh I BREVARD COUNTY, FL. PROJECT NO: CC02 DRAWN BY: TZ I 50609 OF 134 0 0 + 18 16 14 .. , \ ,J_I_ 10 8 -6 -4 -2 31+00 I I I 0.5' DEEP BIORETENTION SWALE (TYP.) NO ADDRESS (VACA~T: TRtPPLE J INVESTMENT LC PRCL ID 24-37-14-8-A I 32too CL CONST. N. ATLANTIC AVE. 5' CONCRETE SIDEWALK, 4" THICK §88D4 WILLIAM & KAREN SCH~~F~R \ 33+00 0::-1.U I :i:" I-"' «:I 0:: .... o._N PRC 24-37-14-31-1 34+00 J-+--+-~~~~~--+~-f--+--t-~~~~~-t-~QUENnNlllAMPTONAMOCMTU.mc CON<Y>ULTING ENGINEEl2l> 3 I TZ I REVISED FOR REBIDDING 6-05-15 NO. I BY REVISIONS DATE I NO. I BY REVISIONS FLORIDA CERTIFICATE-OF-AUTHORIZATION NO. 626 PHONE: (366) 761-6610 FAX: (386) ;·61-3977 DATE I P.O. DRAWER 290247, PORT ORANGE, FL 32129-0247 CITY OF CAPE CANAVERAL 35 00 NORTH ATLANTIC AVENUE STREETSCAPE IMPROVEMENTS BREVARD COUNTY, FL.I PROJECT NO: CC02 36+00 DRAWN BY: TZ ~ 0 0 + ""' t') SWALE I<( 1-(/) w z _J :r: () I-<( -·· ··-··--'-l:iE ( ~.;,;ri;~~r:-n" "rrv~n· & •,,•, ~ • • 16 14 12 10 8 6 r 15 20 '-15 -+--1 --+--I --1--I~ t----+-~ ~ -1--1 --+--I --I--I ----'--I.-+--t--10 10 5 5 --0 0 ---5 -5 ---10 25ioa · I I I I 26+00 -10 I I I I · 4oJoo 39+00 31+00 32+00 38+00 33+00 34+00 28+00 29+00 30+00 35+00 36+00 37+00 27+00 LiJ LiJ u u 13 ~ 0 e e o VILL:iE OF TRIPPLE J PRIVATE ~ ~ TRIPPLE J OFFICE + g SE OR; INVESTMENT, LLC RESIDENCE ~ . ~ INVESTMENT, LLC \ BUILDING ~ I.{) + . . . . I (VACANT LOT) ' " ~ \ ~ (VACANT LOT) • I-~ t'1 r, l ~ ) '----I ' --~ t::J ' --~ (f)I <(·I--(/) w w 1-(/) w 00 z w I ~W W(f) --I(f) ZW w I \ U :JW "' Qj \ 1 \ ~ I (f) ~ -~ . SOUTHGATE SEA SPRAY \ LA CANTIN A I FIRST BAPTIST ~ ~ PORT SIDE gs~ MOBILE HOMES TOWNHOMES \ RESTAURANT CIRCLE K CHURCH <( VILLAGES a.< ' CONVENIENCE ~ STORE t----+--+--------+--+---+--+--------+------1 QDENTIN L. HAMPTON A~OCIATU. INC. NO. !·BY REVISIONS DATE NO. I BY REVISIONS DATE CON~ULTING ENGINEED.~ FLORIDA CERTIFICATE-OF-AUTHORIZATION NO. 626 PHONE: (.386) 761-6810 FAX: (.386) 761-.3977 P.O. DRAWER 290247, PORT ORANGE, FL . .32129-0247 CITY OF CAPE CANAVERAL ~ NOTE: DO NOT USE THE INFORMATION ON THIS ~ltfl///7 ··---SHEET FOR CONSTRUCTION PURPOSES. THIS ~\\ ~LIIJ.J I//'. SHEET IS IN THE PLANS FOR DOCUMENTATION ~ ~\~-~'/. 100 AND TO ASSIST CONSTRUCTION PERSONNEL Q~,,-\..\ WITH THE DRAINAGE CONCERNS. .:::-/ b. EEEl, ~ -_, ~o~ 01:1 ':. :::. NORTH ATLANTICUi -: 1~~ l%f No. AVENUE :::: \ ~A~~ • 41 ~ STREETSCAPE DRAINAGE M .-;,~'-~ v\v'~ ,/ ~4 IMPROVEMENTS ~~ ~~~~ ~ BREVARD COUNTY.FL. PROJECT NO: CC02 DRAWN BY: TZ 111,"!~~\\\~l~O-F-13-4---t VARIES (SODDED OR LANDSCAPED) R.o.w.-J 13 (23 MAX.) I -.c::~-_, I I I ---------I I PED WA y \ SIDEWALK i...-.-.1 ---r----A_i \_PROPOSED ____ J_ ____ ~_ 0.5'± DEEP BIORETENTION SWALE REMOVE ROAD BASE AND OTHER NON-SUITABLE MA TERI AL UNDER SWALE AND REPLACE WITH SUITABLE MATERIAL; DO NOT OVER COMPACT PROPOSED 12"x12" ENVIRONMENTAL CURB ~ CONTRACTOR TO LIMIT COMPACTION EFFORTS IN SWALE AREAS SO NOT TO IMPEDE INFILTRATION. OVER COMPACTED AREAS ARE TO BE SCARIFIED AND REGRADED. TYPICAL BIO-RETENTION SWALE DETAIL NOT TO SCALE ----------......._...._-----~--Q][!NTIH L. ILOO>'l'ON AMOCIATPA. INC. 1 I TZ I REVISED FOR BIDDING NO. I BY I REVISIONS DATE NO.I BY REVISIONS DATE CONiULTING !NGINEmi FLORIDA CERTIFICATE-of'-AllTHORIZATION NO. 828 PHONE: (388) 781-8810 FAX: (388) 761-Jlln P.O. DRAWER 290247, PORT ORANGE, FL 321211-0247 NOTES: PROPOSED SOLID WHITE EDGE LINE SAWCUT EXISTING ASPHALT AND REMOVE 3"± EXISTING ASPHALT AND BASE FILL VOID WITH 2500 PSI (MIN.) CONCRETE AND 2" TYPE S-1 ASPHALT 1. ALL CURBS TO BE CONSTRUCTED OF 28 DAY, 3,000 PSI CONCRETE. 2. 1/2 IN. PRE-MOLDED EXPANSION JOINT REQUIRED EVERY 500 FT. 3. 1/2• IN. PRE-MOLDED EXPANSION JOINT REQUIRED AT EACH SIDE OF ALL STORM INLET STRUCTURES AND AT ALL RADIUS POINTS. 4. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION OF CURB. 5. SAWCUT CONTROL JOINTS EVERY 10 LINEAR FEET WITHIN 24 HOURS OF POURING. 6. ENVIRONMENTAL CURB SHOWN. REQUIREMENTS ALSO APPLY TO OTHER CURB TYPES. 7. CURB TO BE INSTALLED AT APPROXIMATE EXISTING EDGE OF PAVEMENT {E.O.P.) OF ROAD GRADE. CONTRACTOR TO UTILIZE LICENSED SURVEYOR TO COLLECT PRECONSTRUCTION E.O.P. ELEVATIONS TO 50 FOOT INTERVALS AND HIGH/LOW POINTS AND SUBMIT SUCH TO ENGINEER AS A CONSTRUCTION SUBMITTAL PRIOR TO CONDUCTING FORMWORK. 8. CONTRACTOR MAY OPT TO SAWCUT EXISTING ASPHALT AND UTILIZE ASPHALT EDGE AS FRONT FORM UPON ACCEPTANCE BY THE CITY / ENGINEER OF A 500 FOOT LONG TEST SECTION. CONCRETE CURB INSTALLATION ADJACENT TO EXISTING ROAD DETAIL NOT TO SCALE 3' WIDE BY 6" DEEP GRAVEL OVER FILTER FABRIC AT LOW POINTS. SEE LANDSCAPE PLANS. 1 1 /2" SP 9.5 ASPHALT PER SPECS. 6" BASE -LIMEROCK OR CRUSHED CONCRETE(LBR 100) COMPACTED TO 983 DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST. 12" SUB-BASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. 10' F 2~ MAX. =1 TYPICAL ASPHALT PEDWAY DETAIL CITY OF CAPE CANAVERAL NOT TO SCALE TYPICAL SECTION AND DETAILS SHEET NO. 13 134 i-~ CONST. R.O.W. LINE RIGHT-OF-WAY VARIES R.O.W. LINE VARIES VARIES VARIES VARIES 11'± 11'± VARIES VARIES I i1 n I ES 1 .. .. 11 I II I v -H: II II I I VARIES VARIES ~ ""'" VARI ARIES FPL TRANSMISSION POLE FPL DISTRIBUTION POLE _LJ _ _.;.. ____ _,; ______ ~====;;=============;;====si---.;..-----;....---lL _____ _ 5' CONCRET~-~~;~~ALK_]--" y====================~J "--\:_5' CONCRETE -~l~~WALK ASPHALT ROADWAY TYPICAL SECTION NO. 3 -(EXISTING CONDITIONS) NORTH ATLANTIC AVENUE STA. 32+00± TO STA. 35+34±, STA. 64+ 20± TO ST A. 72+ 20± 1--~ CONST. R.O.W. LINE RIGHT OF WAY VARIES VARIES VARIES 11'± I 11'± l~oD &I 1.. .. .. •I LANDSCAPE) VARIES I.. ... f'1 (SOD) I 1 I 1.5' (MIN.) I I (SOD) G · I I 1% FPL TRANSMISSION POLE I I (2% MAX.) VARIES ~ VARIES VARIES (SOD & LANDSCAPE) 13 (23 MAX.) -R.O.W. LINE I 1 • (MIN.) (SOD) TO REMAIN .JJ-~ ~=~===r-'----__ -------NEW 5' CONCRETE SIDEWALK__../ 0.5'± DEEP BIORETENTION SWALE 12"X12" ENVIRONMENTAL CURB-~ 1 O' ASPHALT PEDWAY 0.5'± DEEP BIORETENTION SWALE 12"X12" ENVIRONEMENTAL CURB TYPICAL SECTION NO. 3 -(PROPOSED CONDITIONS) NORTH ATLANTIC AVENUE STA. 32+00± TO STA. 35+34±, STA. 64+20± TO STA. 72+20± 1--+-+--------+-----------+-----t ®ENTIN L. HAMPTON AMOCIATE~. INC. 3 I TZ I REVISED FOR REBIDDING 6-05-15 CON<?,ULTING ENGINE!Q~ 1 I TZ I REVISED FOR BIDDING 11-14-1 CITY OF CAPE CANAVERAL NOTES: 1. ALL CONCRETE SIDEWALKS, DRIVEWAYS AND CURBING TO BE 3,000 PSI FIBERMESH CONCRETE. BASE TO BE COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180. 2. SEE LANDSCAPE PLANS FOR LANDSCAPING AND SODDING. 3. PREFORMED EXPANSION MATERIAL TO BE INSTALLED BETWEEN CONCRETE FEATURES (I.E. CURB TO SIDEWALK, CURB TO PEDWAY). VARIES AT VARIES I (soD; I LANDSCAPE) 13 (23 MAX.) -rR.0.W. LINE 1 ' (MIN.) (SOD) RELOCATE FPL .... 1 •--.-DISTRIBUTION POLE 1.5 (MIN.) (SOD) ....-=====~:==:r-"........_ __ _ 10' ASPHALT PEDWAY 0.5'± DEEP BIORETENTION SWALE ~-12"X12" ENVIRONMENTAL CURB NO. I BY I REVISIONS DATE I NO. I BY REVISIONS DATE FLORIDA CERTIFICATE-OF-AUTHORIZATION NO. 626 PHONE: (386) 761-6810 FAX: (386) 761-3977 P.O. DRAWER 290247, PORT ORANGE, FL. 32129-0247 BREVARD COUNTY, FL.I PROJECT NO: CC02 7-JZ J~ 11 JOHN A. PEKAR, P.E., LLC C vll 9nal-"'9/C-•ulti•g 1 (I! <:...:mu mlllw Tirivr :;.. .. ,,, :!07 w .,.-.t . .-m~ .. ~ .lo'L 32~ Qc't1c:C' l'buw : 2'":.:l~J.JM."ni'i t:t-11 1•1-,,,: ~!ll :t'UI 11141• .l''''"P"""-·'"~,,.....~:H..,,.,1, .. .,,. l'Ol\ltl_..,.,f11Mll.CM• •'r.t'· .. ~o . .,.,.~·· .·.\·~ N •. .,... <J,• .... ·(){.,~-. CONCEPTUAL COST ESTIMATE ENGINEER'S CONCEPTUAL ESTIMATE OF PROBABLE CONSTRUCTION COST Oak Lane, Cape Canaveral, Florida Cape Canaveral, Florida J une 2014 General: Jn order to obtain a rough order of magnitude for this potential road cost, we have used an aerial photo and typical road section to establish an initial conceptual cost. No engineering plans, topography, surveys or any other database has been considered for this 733'+/- of potential roadway. It should be noted that the proposed roadway with two sidewalks (5'), and two 11' lanes may require some right-of way for the cul-de-sac. A small detention basin would require an additional right-of way. This preliminary cost estimate includes work within the 50' Oak Lane right-of way from N. Atlantic Avenue to Oak Lane's cul-de-sac. The existing 3+1-acre property to the west has not been incorporated into the costs other than consideration for use of an existing City easement, which will need to be verified. A sanitary sewer line and outfall drainage system has been included, which will be located in part within the 3 acre easement. A conceptual sketch is attached illustrating potential improvements to Oak Lane. Pay Item No. Sec Task Txpe Power Pole Relocation Mobilization 5 Poles Erosion/Sediment Protection MOT Right of Way Clearin!efGrubbing Tree Mitigation Clearning (Easement Areas) anita<y !le•• er te €eRlflll Qitch line. Manboles Roadway Grading Roadway Subbase *8 ) Roadway Base (6") 1 114" Asphaltic Concrete (9.5 SP) Driveway Aprons (8-10) Ribbon Curb TypeF Curb Inlet Boxes w/Grates \ ,, \'%. Storm Drain Pipe ( 18") to Central Ditch .J;leten~e Fenre{Around Basin~ Outfall Swale to e entral-Bitch (700') Right-ef-Wil:t-for-Basin/-Gul-Qe-Sac Detection Warnings (Sidewalk) Sidewalks (5') Lighting (3 Locations) SigniniefStriping Landscaping (incl. Sod) Re-Use Line SUBTOTAL 10% CONTINGENCY CONCEPTUAL PROBABLE COST* •Does not include engineering or surveying. Description QTY 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +.309.09 6.00 1.00 3200.00 3200.00 2150.00 1.00 733.00 733.00 3.00 1.00 815.00 1.00 1.00 1.00 Unit LS LS LS LS LS LS LS LF EA LS SY SY SY LS LF LF EA LS EA SY LS LS LS Unit Price 7,500.00 4,000.00 3,000.00 500.00 5,000.00 1,000.00 2,500.00 ~ Amount 7,500.00 4,000.00 3,000.00 500.00 5,000.00 1,000.00 2,500.00 9~ 36,000.00 -l-AAA--AA-~~~+-1,6()():0 25,000:00 :OO---!i<000.00 6,000.00 3.25 12.00 10.00 5,000.00 11.00 14.00 3,000.00 32,000.00 500.00 30.00 5,000.00 1,500.00 12,000.00 6,000.00 10,400.00 38,400.00 21,500.00 5,000.00 8,063.00 10,262.00 9,000.00 32,000.00 12,000,00- 5,000.00 1,000.00 24,450.00 5,000.00 1,500.00 12,000.00 0,000.00 381,075.00 38,107.50 419,182.50 KEY ELEMENTS OF CONCEPTUAL DESIGNS FOR OAK LANE INCLUDE THE FOLLOWING: * * * * * * * * * * * Notes: 2-11' Lanes 2 -5' Sidewalks Proposed drainage pipe with inlet boxes along south side of Oak Lane to detention basin. Drainage outfall swale from detention basin to Central Avenue Drainageway. Sanitary sewer system to Central Drainageway main sewer line. Potable water tie I upgrade to N. Atlantic Avenue. Construct re-use line. Some rights-of-way costs for cul-de-sac width and detention basin to west of cul-de-sac. Upgrade street lights. Existing pole relocation. Some costs for tree mitigation. Any opinion of the construction cost prepared by John A Pekar, PE (JAP) represents his judgment as a design professional and is supplied for the general guidance of the client since JAP has no control over the cost oflabor and material or over competitive bidding or market conditions. JAP does not guarantee the accuracy of such opinions as compared to contractor bids or actual cost to the client. PREPARED BY: John A Pekar, PE CERTIFICATION OF AUTHORIZATION NO. 30197 For Client Information Only BY: _________________ ~ Date: _______ _ Sign: ___________ _ . ~.-... q ' " "Cl'~~ 11!11 -.----...:. ..,., -yJ-,,, --"Ii ~ .... ~~ .,. "' ......... l~ r .... '2. -f• if~ I I ~ ~ I ' -~·,_ u" ', >t- " 1::>11'.C:v-1 \ t-:.... ~r.1-., "\..)fl',~ .;A..~uv" . .. -pt"l1-.,_. ,,, ''"-~ -0 ~ ~--· --··-_,, -~ ---~ ~ ii'! - -~ --a - ·' ..--;,. ',, dr·l~ -_~;J ~ ------~ ~:'l-..r ~?.>. --dtd· .L • t.J"v n 1~ <. _ffi ,-, I~~ ---" ~ ... I !-\;;,.""-"' ~ ' ' m• 1:-r~ I.< J _j --"· -,.. __ ~ -\J~t~ c\ r"\ n..t -~-- --. - - ~ ,! - - D -~ /,' t\ (\ • 'h\••"\ tJ e\V'" .·I\ --:,- --r'iil -s+.r1'\ < E _ -; " ·- ~----~ .... -.,. ~,'~ m - - "''rf m ...• L1Q ~ ; ----~ '1:f m \ I' I -J ~;. \.Jg..,.: I. > " - '"' --52-.. I .ii'\ I 'I ~ l.:O·t ~ .~ -~ ~a .., . ~ ~ ~~tt\ L c.11\1 I~ t:~.n~ ~ ~ --~ "-~ ' ,¥' .. ' ~-~-"~ ·: __ "!l ~~~F - r';".rstt!< ".' r .1 I r ~~ s ~ -~ i ' ~ t'~~ -a • --~ 1 i~~g ~ I - ---.fl m "" '" N " ~· Ir " l:<i~ "~ N .. ,. c:r-I -' f'~ ~ -~ -~ ~ -~ ,I ~ m ~ - --" -I 1;f ~ -,! '1. c:P-3 --" ,1 ; - '. --~ ~ ' ~' \>,. j - I ~ :::'.1 I > ~ t-r.J ! -- ti. "" ,. 'l! l'11 it? V"A.5 n ~ "-vtt> c::h!l l-l t- -,_ .Su"' ~ j ' -.. c ~ ~ . --.. U$L LJt~ \ i' I'\..\... .... -,. Kc: :1 -3 ~ ra "' :..~- 11Jl1 ,; I t \ 4!'1 '\I\ ). : ,\ ,. t Ct' J~ I\ -i. ;;.u)· ~\ pul'\.t:J .. [;! a "" c r iJ U.l 1·' 1-PL &>/\ -T 'i ~ I -~ Ii : I : ' "' ~ ii:> i 'I ~ -~ 1l I ~ --"'I ~ " ~ -_q 1' "' : I ,,., 11 m lif?~i 1 .. " .~:;1 1;, T I!" l o-;r ~ ~., T " ~ ~-l ~ -~ ~·1 - '"' r \!i ="'"-'"-, -•'·'· " I --~ __ ::,_ ~ --N --~ ---·'j,,,._ ------·- 1111 1 November 21, 2013 TO: FROM: SUBJECT: Barry: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe roni11owe@gmail.com Office Manager Cell Phone: 321-403-9899 Barry Brown John A. Pekar Engineer's Estimate of Probable Costs Oak Lane Roadway Project#: 13-0029 Per your request, I have performed an Engineer's Estimate of Probable Costs for the development of a roadway on Oak Lane (see attached). Potential design alternatives might include: Alternatives • Sidewalk only on one side • Reduce roadway widths to 10' lanes • Hold asphaltic paving until later • Reduce sewage system to only townhouses (reduces line length and manholes) • Design infiltration drainage system (need more field testing for this one) • Hold landscaping/re-use line • Develop cost sharing with developers (Can a shared detention system be used for Oak Lane and 3 acre development?) Note: Existing Oak Lane does not even meet Fire Codes of City. Sincerely, John A. Pekar, P.E. JAP:rmf Potential Cost Savings $20,000 $5,000 $18,000 $30,000 $18,000-$20,000 (if it can work) $20,000 Unknown BID ESTIMATE CITY OF CAPE CANAVERAL BANANA RIVER PARK SITE DEVELOPMENT May 1, 2015 Phase 1: S. Parking Lot, Upland Launching and Landing Areas CONSTRUCTION DETAILS Pay Item No. Sec Task T e Descri tion Site Utilities 4" PVC SEWER LATERAL LINE AND CLEAN OUTS POTABLE WATER (LINE EXTENSION) BACKFLOWAND METERNALVE 1-'UWt:K i..;uNNt:i..; 1 IUN I U PAVILION (INC. SLt:t::VE UNUt:K DEL RIO) ... D1v1s1on Total s p k" outh ar in~ Lot MOBILIZATION/CLEANUP DUMPSTER AND SLAB CLEARING/GRUBBING SITE GRADING FOR PAVILION/RESTROOM 6" COMPACTED SUBBASE FILL 8" LIMEROCK BASE PRIME COAT 1.5" ASPHALT SP 9.5 CONCRETE SIDEWALK (3000 PSI) FOR PARKING LOT BARRIER CURB (*PARKING Lon END SECTIONS 15" ADS PIPE (4 PIPES) STRIPING/MARKING RIP RAP -COQUINA COQUINA TRAIL -6" THICKNESS SIGNAGE BIKE RACK ADA MATS lt:KU::ilUN !,.;UN l"ROL Division Total Upland Launching Area GRADING COQUINA ROCK W/ FABRIC EROSION CONTROL l::iUD ... D1v1s1on Total Upland Landing Area GRADING COQUINA ROCK W/ FABRIC l::iUU ... D1v1s1on Total Del Rio Sidewalk FILL GRADING SOD CROSSING OF FLUME (EAST SIDE) BARRIER CURB '~---'n·-!" t:A::> 1 -=>t:GMl::N I ANU VVt:-=> I ::>JUI:) ... D1v1s1on Total SUBTOTAL (SITE WORK) Unit QTY Unit Price Amount 270 LF 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1,900 SY 460 CY 1,900 SY 50 GAL 1,540 SY 320 SY 347 LF 8 EA 240 LF 1 LS 1 LS 1 LS 1 LS 1 LS 5 EA 1 LS 50 CY 1 LS 1 LS 1 L::> 100 CY 1 LS 1 LS 33 CY 1 LS 1 LS 1 LS 560 LF 300 SY Phase 1 : Pavilion/Restrooms CONSTRUCTION DETAILS Pay Item No. Unit Sec Task T Descri tlon QTY Unit Price Division 3 CONCRETE, SLAB WITH FOOTING AND PIER FOOTINGS. 1 LS DIVISION4 DIVISION 6 DIVISION 7 DIVISION 8 I I Division Total DIVISION 9 I I I Division Total DIVISION 10 I I Division Total DIVISION 15 I I Division Total DIVISION 16 I I Division Total I MASONRY CARPENTRY, ROOF SHEATHING, MISC. TRUSSES I GUTTERS AND DOWNSPOUTS !DOORS, FRAMES colLING DOOR I EXTERIOR FINISHES PAINTING TILING !TOILET ACCESSORIES I ELECTRICAL 9olLING DOOR SUBTOTAL (PAVILION/RESTROOMS) TOTAL PHASE 1 IMPROVEMENTS 1 LS 1 LS Amount f .:~~E~==1~ ~tFl\A~ UY-'SLt'.1'~-1· ~2:::'."" ;_ fllO#rVIEW ~s==J p~DWALL DETAILS HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1} w"" "'"" .. ,. (/fl//tt.J TYPE C 11f11;,,~1>1 .... ;, • ..,..,1>;1K'5,,{", >-11 >111111 ·/tr'PIH NA)t. S,ACJfllG ;;w---J'. /' r/lllfl • )' ri~ ! Jlf• W!li'.f,. ... , /fl' ;ti;tf> tf'frrs.:. 1'-4" r,~JIJ INLET BOXES ·-, ... ---~---.... .. -... ·--·-... ---" .. --...----~~·..O~.lo<h·-~--····· ... ~--~-·--· ---·--... -......... _, :~:: II l-i .! •• TYPE C S•rJJ-:l'i: IM:~ r• ~Jtiock\.I;,.,. 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"" ~). 0.•5' St<l. (Ad<ftb>cll "-,.,.. °""""'" :!."),. fR~~:.E:~!..'$.~= ~c.s..i , .... ThtP!oftt.Or .... o.--•y~. NOTICC: CIOMPONOU~ C'JF T'l'P(SI NC> I MAY I[ SM..Nt ~IOOITICN. fOl'tlOPAICYAllYOCSOIS.NN~YCINTHE""<lPlll£TAllY "°41'5 C'JF ltlC OCS1COtO SHAU. K lHC 50lL ~fYOF ltlC ustlL S1A1Snn.i110KS 'Olt nPCS 1 NC> I SHAU. I[ AS ..-cMO l'YltlCOtCllllCDt. Fl..OA TING ll.JRBIOITY BARRIERS OooedClllS....l'lfttlc:f ...... ~(l"Oi9.~)(1ZU.. Pwn. ... ,....,,~ LEOO<O -\"" -St>oro t.OIC-L ~t_,~ UonltoOI --Shor..U.. ®~'<::~~ I~ ·r,'-· r--·· ··r· ~ I. l.nldlt1...mr..,..1o ... uoodl-lal_t_of_,,tot._,._lllf,...t•""'th. z. --.-..of-.depot..i...tOft_l __ l. ~ofHrrir.....,P'tlocotior. _ _,."'~•oonlltt\letlon~~ 4, .......,._ _, """" --l9>9 ....nor......, -otndirl---. s.r ... _.,...._llon_Soctlool~ol111tSt....w.IS'f:iod!lcotir... lURBIDITY BARRIER APPLICATIONS ~~Or,..-., -~.....,.,_ <::> ~c.-.~=. °"' --:::!' -r...-t,_.....lor~•tr-no....illdd ...-. moyM elttor floci~ r.,..... lJPOO :..:...~=~.=...·:...i .. ~:-..,.,.;1,._-1.o. n..-1,...(.)• M ol IN C..nct<n _,_ -....,_ ............ ,..__,_ .. imont ... M_IN,,...,IWT(•)•-.. lhe ......iloo'F'loot9H,Y...,...,--/r 5W..."-••••n,-.,...i. ... -~,_.....to.._.,,_.,_ ,_..., -·----dhoc:t.d "'tr.. ........ GDIERAL. NOTES '· !:"w:t:::-,kw;""~"'r.::J:i.:..."7t;.ll>e 2. !t".n.. "1!'7::t""~:".::.lt/•r -IN -net 1URBIDITY BARRIER DET AL ~r~~~~ · ;;_: l I ~ ·-<c-1oc1 20· , __ n-i '""":i':if :·-~ ~ ~~=~~-::pl f! 'f .... , ... ~ ;I :... ; Sit now '1-i~~ r 2---lJ---ELEVATION SECTION Sil r .. co to bo pold for ur.o. Ill• contnKl lfftlt prico for stl:*od Sit fonco (l.F). TYPE Ill SILT FENCE ......,.,., Bal• '1111111 2 -2·. 2·. 4' _/ Sld<M p_.. Id .. ,....-rJIPeAOrer ... c. Notit: U..tob<oolak ... ottllo dlroi;tlonoltr..Cn.,._.. BALES BACKED BY FENCE ~~$1t8ol'l'lor .. -----~ ·--,..--D1~W.1 u ~~~ -4 :SllJO> -4 0.. t: !:! ~ ~~~~ Q..; i;; ~~...re e:i~~~~~ ~'11:1: W(ll ~<0:$>~;:: Q..;uu~ N ~ :$ :> ~ ~ al.JU ::;;: 1: 0 Ill ..... :> u ~ 2 BNu ' ue • C.CWFile. o.o..:a.u. __ .. _ Soo&e, A.SNOtm Dnwiff;W..,...._ ,,... .. """'" .........., ""• f--~ Ill Ill ~ > Ul ~~~ ~~~ 0 .... ~ ~ ~ i u § Ul ~ Ill ·········~···· =-~s~B ;JE!.::·---------,..,..._;_ 0 ---. -......... ···~~·" /Sldie-alk Jil -C.A.No.:J(llt'I ~ -1•1~ ~-·-l --.i;r~--:r-.__ ...... ., ... ~~ ........... __ -== -~----8 . ......, ~ DITCH eomJM INLET ~· I~°'""''""'""' >-• -COMPLETED INLET • .-. • PARTIAL INLET .• ~·''·. -~,,, -rro~ '"oo'" ""~ oo ""'" '~oru•G "'~ """"'~' " °'""~ 'm~ru~' C-7 •-~ =L"-SLTF<NCEOETALS -• • • . ~-:::-,::":'.;:=-.::::::::=:. -":::-~·,:.,: .... ;,:.:.,.:.1:.:.-:::.-~i4~J=- 612812016 Gmail -Re: Surveying in Cape Canaveral Sunday Gmail John Pekar <johnpekarpe@gmail.com> Re: Surveying in Cape Canaveral Sunday 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> Sun, Jun 26, 2016 at 10:29 AM I'm not going to make it today. I'm going to have Tim come down later this week upcoming week. Talk to you soon. B On Jun 24, 2016 2:23 PM, "Brandon Shugart" <brandon.shugart@gmail.com> wrote: Hi John, I will be down Sunday morning to do more surveying and get the right-of-way staked out so that we have a firm grasp of what we are working with and can visualize it better. Let me know if that will cause any conflicts. Thanks. Brandon Shugart 904460-5475 https://mail.google.com/mail/u/O/?ui=2&ik=ccd1e79234&vif'N.l=pt&search=inbox&th=1558d1defbfd0b2c&siml=1558d1defbfd0b2c 1/1 M Gmail Oak lane update 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> John, John Pekar <johnpekarpe@gmail.com> Tue, Jul 5, 2016 at 9:39 AM I will call you around lunch time today. Have most sheets completed and will email them to you as soon as I can this morning so we have something to show the city. Sorry I've been unable to connect with you. Thanks for your patience. I'll have another revison of the grades and first view of the storm piping this afternoon. Got all you voice messages. Unfortunately you are right. I'm just too busy to take on any additional work right now. Desperately trying to deliver on current commitments. Talk to you around lunch. B OAK LA ROAD IMPROVEMENT PLANS CAPE CANAVERAL, FLORIDA SECTION 14, TOWNSHIP 24 SOUTH, RANGE 37 EAST UTILITIES WASTEWATER CITY OF CAPE CANA \1£RAL PUPUC WORKS DEPARTMENT 6D1 THURM BL \ID. CAPE CANA \1£RAL. FL 32920 (321) 868-12.0 REUSE WATER CITY OF CAPE CANA \lfRAL PUPUC WORKS DEPARTMENT 601 THURM BL \ID. CAPE CANA \lfRAL. FL 3292D (321) 868-12.0 ELECTRIC FLORIDA POWER AND LIGHT COMPANY 7901 ELLIS ROAD MELBOURNE. FLORIDA 32904 (321) 726-4801 WATER -j , i CITY OF COCOA ununES 600 SCHOOL STREET ...::;:... \ \ COCOA, FLORIDA 32922 (321) 639-7671 CABLE nME WARNER CABLE 720 SOUTH MAGNOLIA A\1£NUE MELBOURNE, FLORIDA 32935 (J21) 254-3300 TELEPHONE AT&T 7747 £LL/S ROAD MELBOURNE, FLORIDA J2904 (BBB) 64D-2427 SUNSHINE STATE: ONE-CALL OF FLORIDA. INC. Yf£)R~r:~~7gnunEs NOnFICA nON crnrr:R ~' ·~ ' .. LOCA 1lON MAP PROJECT LOCATION ........ ~LOCATION ~ .. \. ,·*"' ,/ \.:-•. J··--,,_ .---_, " ,_""';:!....-.::· ..... ' .. ·-~ INDEX OF DRAWINGS 0+00.00 TO 4+67.69 4+1!i7.H TO 7+21. 76 NOTE: THESE DRAWINGS ARE FOR CONSTRUCTION OF OAK LANE: ROAD WAY PAVING • DRAINAGE SYSTEMS • SIDEWALK SITE PLAN DWG. NO. u tS So '-l :s NN '-l D. ~~ ~ ~ :::> -_Ill~ 0 ~~~!1-e es~~~~~ ~~~~~~ ~uu~:$(;j ~ ~:::i~!:l ~ 111...itl ::EoL&J 0 :Jt>~ "> 0 N tl tl 2 • Clddfl!....,.,..,. .. 0.U:~-thJlilllt.Jl'lllO "'""""' Drwi.~ .. _.,. a..bd.,, IAP """"'"".,, !AP o.; 06-01-Xll' ~ ~ ~ 00 ..l ~ ~ ~~~ 0 ..... ~ ~ f-< ~ 00 ~ ~ 0 () ~:::::::s: --CS-1 -.. . [)EFNT!ONS l 1l£ 'ofORD 'CM£R' StW..L ~ CITY OF' CAPE CAAllV(AAI.. 2: n£ f'Klb\SC 'CNGIPCDI: CF RECORD" StW..L RCTCR TO ..0.. A. PCKAll:, PC OEtERAl. NOTES 1. ALL El£VATIONS SHOWN OH n£ COHSTROCTIOH DRAWIHOS AA£ BAS£0 OH TH£ NMlll AMERICAN ~TICAL DATUM Of 1929 (N.A.V.O.). UHU:SS OTHER'M~ NOTED. 2. 1HE otSPOSAL OF D«:ESS EAATKWDRK MAlDtlALS SHALL BE 1HE RtSPOHSlllUTY OF 1HE CONntACTOR. APPROVALS OF DISPOSAi.. SITES SHALL BE OBTAINED FROM 1HE O'M'O PftlOR 10 DtSP0SAL AU. (XC£SS MA TERIAI.. IS THE l'fKlPDl:TY OF 1HE 3. SOD AU. DISlURBED AA£AS UN.£SS OnER\lltSC OIRCCTm. SOD SHALL WATQI DOS1lNO Tift SOD lH.ESS Oll1DIWS£ DIRECTED BY THE DIQl££R. 4. THE OONlRACroR SHAU. P£RfORW HtS WORK IN loCCCR)NfC[ •lH REQUROl(NTS OF THE VARIOUS PC:RMIT'S ...a.i.u:D lol 1HE 810 SPEOflCA.TIOHS.. Dlwt<HilCHTAL COHlRCl.S SHAU BE USED AT LOCATIONS DESIQNATED IN THE PLAHS IHJ/OR OESKIHATm BY THE .......,.. 5.. THE CONTRACTOR SHAU. MOnFY AU. UTIJTY oot.f>AHICS A .........,.. OF TIIO WORIONO DAYS PRIOR TO DCCAVAllON. &. AU. (P .R.M. "$) IRONS N«J MONUWENTS SHQlltol OH PLAHS, OR f"Cl.IHD, SHALL BE PftaEl:'IU>. THOSE SHO'lllH II PROPOSCD PA\nlDIT SHAU. BE PROTECTED •lH A CAST IRON YN..W: BOX. 7. 1HE CONTRACTOR SHAU. BE RESPON518l.£ TO fVRHISH MATERIAL ANO lA80R TO CONSTRUCT THE fACIUTY AS ~ a. 'THE COfHRACTilR SHAU. HAW: AVNU&.£ AT THE J08 SITE. AT AU.. llME::S, ONE COPY OF THE CONTRACT DOCUMENTS INCUIOINO PLAHS, SPEClflCATIONS. ANO ANY SPEOAL PRO'ASIONS, N40 COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9. N« DISCREPANCIES OH TH£ DRA'flfNGS SHAU. BE BROUGHT TO lHE ATTDfhON OF n£ ENOIHEIR OF REOORO PRIOR TO CXUIOIC»fO WORK. HO fl£Ul CKANOCS OR QE\tlA TIOHS FROM DE9Qr4 SHAU. BE MADE WITHOUT PRIOR APPROVAL OF THE DIGtlEIR OF fl:EcatD. 10. THE CONTRACTOR SHAU. BE RESPONSMllE TO OBT,.... AU. REQURED CONSTROCnOH PERMITSAHOBOf«>Sf'fttOftTO~. 11. ALL INFORMAllON OEPIC1m OH THCSC DRA'MHOS AA£ ORAPHIC REPRtSOtTAllOHS <H.Y P!ECONSillUCJ!O RESPONSlllJIES 1 l.f>ON THE RCCCPT OF THE ~TICC TO PROCaD·. THE CONTRACTOR SHALL CONTACT THE DfCIHC£R Of REOORO AHO ARfWfGC A PRECOHSlRIJCTIOH OONFERDtCE TO ..a.uoE AU.. lol\Q..\U> OO\'ERtMOITAL AODICICS. UWTY 09EtS,, 1HE OWrEt ND THE DtGHEIR Of REOORO. 2 THE CONTRACTOR SHAU.. OBTAIN A SUHSHlt£ CCRTflCATION tUi1BER AT lEAST 48 HOURS PRIOR TO El(Offllt.c AHY EXCAVATION, CALL 1-800-432-•no. SPEgAL. PfPYIS!ONS I. All ORIYEWAYS AU»10 OAK LAHE WU HAVE f\.AT CURBIHO AT n£ NEW OAK LANE PAVEWDIT IHTEJtfACC. DRl'oUfAYS lHAT OOENO NTO OAK LNE PAWiG «AS 'fllU. BE SAW ClJT f'\'.lfl: A SWOOlli EDC£. 2. PRIOR TO CONSTRUCTION, COHRACTOR Ylll..L STAKE OAK LANE RIGHTS Of WAY AND ~~~N«>~~T~lll~~~':~~ .l. fPt. MEmS TO BC NOTFICO BY COHTRACTOR (ONCE CONTRACT IS AWAAOCD) roR PQ.E RfJ.OCA11<><. 4. n£ NOtm TWO Pl'tAINMlC FDOT C BOXl:S 'MU. BE FlTIED W1H SUH'IREE 1tCH«:1.0QES GRA1t H.£T S1C1tAERS OR Al'f"RO'otII EQl..WALDIT FOR STORMWATER TREATllOIT. 5. fOJR YAAO ORAfolS '*-L BIE Pl.ACED AT llll~ THE (W( L»IE ftQfTS Of WAY AT EAOI Of THE NE1IER ltOWES, ALONG 1HE SOUlM SID[. ll£ Pt.AaMENT Of Tit£S[ ORMHS 'MU. BE llED 10 EAOt LOTS ORAttAGC Pl.AH IH> 1ME YNllD DftAltS -.J.. BE TIED TO n£ ONC LANE DllANAGC S"nlDI AS SHOJMll ON 1HE PUHS.. 8. ~ AH AGlRfDIEHT •TH M LAST SOU1H11EST R£SIOCNC( ON Ol.k LAii[ HAS ~ IUrDE 'lllTH THE OT'!' f'IRE DCPMTMCMT TO 1\MH '«HICl£S IH TtER DRl~'t, lHC PAWIG Of 1HE OJl..-OE-SAC SttOUlD IHQ.UO[ THE LNt<lEST RADIUS AS n£ RIGHTS Of WAY WU Ml.OW. rw.Cl'MHG OON1RACTClt ENl..Y STA.ICE OUT, SOME Pl.AH tMMSIClHS MAY BE f'EJ) AO.IJSTt1>. 7. CONTRACTOR SHAU PftOVU M QTY 'JlllH A MAINTOIAHCC Of TRAfflC COHTRO.. PlAN PRIOR TO START Of WORK. THIS SHOUlD lf+CUIOC "«MCU:S AHO PEDESTRING. 8. OUTfAIJ.. DRAIHAOE (BOIN) 1l£ CHAMl> OATE) NC> TO THE CAHA\IERAL OAAl'tAOEWAY SHAU. BE ARST STAKED BY lHE CONTRACTOR 'lllTH .:lAk TO BC tt mYS 2fl EASDIOfT. 80lM A WAT[ft UN£. CITY S£WEJt UN£. /IMO NORDEl:N Off'SITE DRAtlAQ[ UHE MAY "4TERfACE: W!Tti lHE CITY'S 20' tASEMENT. F CON'UCTS WTH 1H[ PROPOSO> OAAINAGE OUTrAIJ.. lK ARE DISICO'l£RED N THE F'IElA ADDfTIONAL EASOIOfTS (tta..l.IOIHO l(MPOfWtY COHSTitUCTIOH tASCMEHTS) MAY 111E PURSUED. I. lHE CONTRACTOR IS TO PROW)[ AH DtOS10N COHTROL Pl.AH PRIOft TO STARTl«l OClHSlRUCTK»I. TttS IHCUJDES fl.OA11NO l\.IR80TY BARNERS IH 1HE CANA...etAL DAAl4Ml£WAY 'llHEM HEADWALL. OR DRNAACE OJl~T WOft< IS PERFORMED. 10. CONTRACTOR TO COOAOINAT[ Wint 'M>RK PERr0RMCD FROM NORTH AllANTIC AYE.'$ STIID:TSCAPIMO. PRO.£CT TIE INS WU BE AT THE N. An..»ITIC AVE. RIQfTS Of WAY ...... GENERAL NOTES fAYJ:!g A)""""' I.ALL CXJS1liC PA'o'Etil&IT, OJT OR DAMAGED BY CONStRUCllOH. SHALL BE PftOPCRLY R£STOA£D AT lHC CCNlftACTCR'S DPENSE. 2.'flHEJIE ANY PROPOSU1 PAY£MENT IS TO BE OONHECTED TO EXISTING PA'«MDIT. THE ElCISTINQ [DO( or PAVEMDIT SHALL BE SAW OJT. 3.BASE 00URS£ SHALL CONSIST a" l..lWEROCK llXEO a· lllTH DaS'TlNQ sat.S ANO OCllPACTm 10 99'C MSHlO T-18Q. 4.ASPKALT SURFACES SHAU.. BE Tiff SP 9.5 ASPHAl..11C OONCR£TE IN AOCORDAHC:t: 'MTH SCCTlOH lll or 1HE FOOT STAfilO.W:l SPEQACATlOHS. LATEST EDITIOH. l#USS OTHERWS£ SPCCFEO OH TtE PLAHS. B) OUAUTY ASStJRAHa: 1.A REPAESENTATI"vt: /rtM8CR or "'-Pl..Aa: fl£Ul OOISITY TCSTS SHOU.D BE f'DltfORW(]) IN THE COWPACTED [)OSl'J.c SOLS lilAlERIAI.. TO CONFlRM THAT THE R£QIJIRO) DEHi: OF <::OMPACTIOH HAS llfDI AQtE\Ul. AT LEAST Of« DENSITY TEST SHAU.. 8C P£JlfORMD> FOR E'oOIY 250 FEET Of COMPACTED EJQSTING SOL C) tmAUAllON 1.8AS£ OOUftSC SHALL BE COMPACTED TO ass Of 1HE MAlllMlAI DEHSITY AS POI MSHTO T-HIO. 2..IHSlAUAllON or THE: 'tllENIHO SURFACE SHAU.. OOHflJRM 'MlH 11£ REQUlftOIOtTS Of Tt£ FOOT STANDARO SP£CflCATIONS fOfl Tift SP 9.5 ASPHAL11C CONCftETE. D)"""" 1. TH[ fNSHEO SURf'Al::t Of TH[ BASE OOUftSC AND lHAT Of 1HE 'IENllHG SURFACE SHALL NOT VAAY MME TtWI 1/4• f'ROM THE TEMPLATE. P<tOR 0.1 n. FROM PROPOSCD F'Hst£0 ClRADE DLVAllOMS AS DEPIClED OH 1HE DESKIN DRA•NOS. ANY IRREcu..NllntS (XCfl'.DIHQ THCSC UWITS SHALL EIE CORRECTED BY SCARlf"l1HG 10 A OEPlH Of THREt (3) INCHES, REMOW«J OR ADDIHC ROCK AS MAY EIE REQUIRED, AHO W'ATCRINC, ROUJHG AND COMPACTING THE 5CARlflED /tJli£A. 2.00ISIT'I' TESTS SHAU. BE T~ BY AN tfOEPD()E)tT 1ESTl+O l..ABORATORY CERT'FICD 3.ALL lUTttO COSTS (PAwtC) SHALL 8C PM:> FOR BY THE OWEt EXCO>T ntOSt: TESTS f'M.tfG 10 MEET n£ SP£Clfl(]) R£QUIR(M(NTS MICH AA£ TO 8C PAIO BY 1HE OONITIAC1Cll PflOJECT Cl..OSEOVT A) Cl.CAHINC UP 1.DUlllHC CONSTflUClKlN, THE PRO.£CT Sit£ ANO ALL ADJAaHT ~ SHALL BE MMfTAINED IN A NEAT AHO Q£AN MANN0t. AHO UPON flNAI. QLAN-uP, 1HE PROJECT Sit£ SHALL llC UTT ClLAR or ALL Sl.R"l.US W.AllRIAl. Oft lttASH. THE PA~ Nl:CAS 5HAl..l BE SllD'T 8ROClil Cl.EAH. 2.'flt£R[ MATERIAL OR DEBAIS HAS WASHED OR fLOW(l) "'10 OR KAS llEIH Pl.AaD "' WAD COUftSES, DITOES, DMINS. CATI>t 8AS1HS, OR ~ AS A R£SULT OF THE OONntACTOR"s OPDtATIONS. S001 W.AlERIAI.. OR DEBRIS SHAU. llC RDtO'C ANO SATISFACTORILY DISPOSED or IX.RING Tl4E l'ROGfl£SS OF THE WCllt(. AHO 1HE AREA KtPT IH A ~ AHO MEAT OONOlllON. 3.AU. l.N'A'otD SUltfM%S SHAU. BE RESTORED TO A COHDITIOH EQUN.. TO OR 8£TllOt lHAN THAT 'filHICH EXISTED BEFORC 1HE COHSlRUCTIOH. B) PRO.ECT REOORO OOCIMEHTS 1.DUftlMG THE DALY PROORESS Of 1HE J08. 1HE COMlftACTOfl SHAU. ltEOORD OH ttS SET Of CCNSTRUCTIOH ORA•CS. 1HE DC.ACT lOCATlOH, l.DIGTH. ANO D.LYATIOH OF ANY f'AOUTY NOT 8LM..T DCAClL Y ACCOROINC 10 PLAHS. 2.UPOH COMPl£TlON OF COHSTitUCTIOH. AND PRIOR TO FINAL PA'NEHT, Tt£ OOtfl'RACTOR SHAU. Sl.&IT lO lHE: EHOINEIR OF RECORD AHO TO THE OMO CAOt, 0H£ COMPl£TE S£T Of AU.. ·AS-a.11.r CONlRACT ORAlllHCS OH BW£LJN( ANO W:CTRONC OISI<. THESE DRAWfCS SHAU. BE W.Afll<£D TO SHOW •AS-111.M.T OOHS1RUC1KlH otNfOES ANO DMNstOHS, lOCAnoHS, AND D.£VATIOHS OF ALL ~ M •AS-81.M..1" ORAWfGS SttALL BE 9QC ANO SEAl.£D BY A LANO stJR\£YOR REQSTIRO> IN n£ STAtc OF FU'lll)A. N3PECJJONS 1 1HE OONTAACTCR SHALL MOnFY M ENOMER OF REOOR:O PRtDR TO BEQIHMO CCNSlRUCTIOH AHO PftlOll: TO 1HE INSPECTIOH Of lHE f'CllOllllHO ITEMS. lllHDI£ 1. Ol.ef+G CONSTROCllOM OF ROM> BASES. 2. DURIMG ASPHALT PAWfG OP£RATIONS. l. PRIORTOB~QDRAIMAQE~ 4. Dl.Rt+QstRFIMQ. \J ~~~ "'-l ~ 111 Ol "'-l II. t: i:! .J :::> -~ :$~fi~ ll.;s:~~~-2 ~"" 111-a. ~l:o: G) .., l: 0 "' ~::::0:$~;: ~uu~:$i:! .... :$ :::> < -' m .Ju ~ l: Qlll ~ 3~~ .... OoU U-• Cllddfik Oo\Ku.Ml-IOi:J•tto.IMO ScioM: ASNO'IID Drw'i.lllt ........ ..... ... """"'" :-'.,.. ~ ~ ~ [/) "" ~ ~ ~~~ 0 .... ~ ~ [/) ~ ~ I c.A.No.J0\97 P.B.Ho.lm)9 11. n£ QTY Of CN'£ CAHA\ERAL MAY PROW)[ (AT " LATER OATt) ADDfTIONAL I 8 LNIOSCN'ING/lftRICAllON, AHO STREET IJCHTINC. er..uc....-C-1 0.-S.: • Of: • f r i f • • ' l J I I ' I ~ ' I f ::; ..cs ~~:: ~~~ ~~~ ;!r!,I() ~3 1-z w :::::; w Cf) <( w w <!> <( z <( O::'. 0 ·+· • .... ·--·-.llQlEI ._ ---·--·-----___ .,.... __ -11-PMtt-..... ~ ... ! 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'711:lbb~ RIMOFMANHOLE•10.60F -~ _ss-ss ~~1 x10,1T--§2 --1 Q) (_) xs.1 N ~~ ~~ ~~ I\_,, x,.~,,,._.. • "(~/8irlb7715 \/ertlt>7715 ~A;;_tj ;:::: z ""'"""=!) <:{ i'::! f ~ s 7·11 '" '1BJ I ·~ ~~ XJ.t ~lg §1~ TAX PARCEL 2-4-37-14-28-0-A.26 OR 5282 PG 1101 KEY NOTES; LEI ,_, NOfll1"1 EIOUHOAFIY l»'( Cl' ~· lllGHT-Ol'-WAY ,__, PR<lPOSCD 5.0' CONCR£n:: SIOEWM.J( ,_, fRl880NOJR80HNOflTltSIOEOl'ROAO ,_, OETECTA8l..£ WAANINC SIJAf"ACC AT PA'o'O'EHT N«l SIOEWAIJ( IHTCAfACC ,_, PROPOSCD ...,.. CUR9 (sa: SHC£T c-a FOR OETAl.S} ,_. CCH'/£CT TO EJOSnNG ROADWAY ,_, CONC.RCTE FU1SH Wini ASPMALT ,_. STOP BAR S~G (PEA U.TEST r.llJTCO) ,__, CROSSWALJ( STRIAHG (PEA LA TEST r.llJTCX>) J-10 IF NEEOEO. LANOSCAPIHG TO B£ Wo-.£0 -'NO RCPlACUl TO RESEMel£ PM CONSlRIJCTlOH CONOITIOH OR PEA CITY RCOUIAEMOITS. CONTR4CTOR TO GRADE AROUNO ~TING BOSHES AM> TREES AS MUOl AS POSSIBl.£ ,__,, RD..OCATE ANO RCSTtlRE f'EHCC AS NEEOEO. J-12 RELOCATE ANO RESTORE ORl'<OIAY AS MEEOEO. ~ ; . e ;_:i n TAX PARCEL 24-37-14-28-0-A.25 OR 5262 PG 1100 ~ ''X ~F. ><'' lt$.O LEGEND UATCH EXISTING GRADE ~ PROPOSED ELEVATION ~ +"'!< EXISTING ELEVATION BENCHMARK • FLOW DIRECTION ~--WATER METER Dw Station ••op.oo TAX PARCEL 24-37-14-28-0-A.17 OR 929 PG 694 l+q:>.00 I i . . e e p I! TAX PARCEL 24-37-14-28-0-A.09 OR 745 PG 459 2•~·90 ! . I 5 i1: _. -11 .c:"'""""'"'~ I . 7 -~;-=-----~ <:::::: --~. 11-TAX PARCEL 2-4-37-14-28-0-B OR 1588 PG 620 ·•· E 783292.5298 ., <:{ iE 0:: 0 B z --8CAl.K: J Il'ICH • 20 n:rr CfHltRl..tlE CK ROADWAY PROPOSED CftMl£ I 1' RIB90H OJRB I f Cl@ ~ I ~ F>~--·, ... ~-~ .. i..·~~; tk;·f',.;·~:s~~·~;,~d i 1+ap.oo r-T .,. !:'.:! (1) < 0 ,.+ 5· ::> IJ ~~~ ..,;i ~ loJOl ..,;i II. t: li! l:J ~iil -0 ' -it"' ~ ~ ~ ~ :;12 es~~~ffi~ ~:it:::!:<>"' ~<Siii:S~ 'u <::!::((') ~ -:io-'1:: ~5w ~ 30~ .... 8e0 ii C..i.!Flloi.r.-ii .. C..:ldl'lk o.ui:u.r._ez:i••••.uoro s.k: .UNOT1!D Drwlflt ....... o. ....... ... "' "' """"'"' ~"" r/J I-< ~ Ill Ill ~ > r/J ..l 0 z ~~:) ~ ~ c. ~ 2 ~~ ~ (' 0 00 ~+ c. '<t ~~ ~g ..i6 c. ~:::~1; L___~~~~~~~~~============~[~.l ~--]w Station ICALI: I lMCll • to n1'T I r I I • • ' ' l J J I I ' I ~ ~ I f TAX PARCEL 24-37-1'4-28-0-A.01 OR '4874 PG 3812 KEY NOTES· 1E1 ,_, J-2 J-J ,_. ,_, ,_. ,_, ,_, ,_, J-10 t:~ NOftTM BOUNDARY UNE OF 50" AICHT-OF"-WAY PROPOSED s.o· COHCRE'.TE SIDEWALK I' Rl880N OJRB OH NORTM SIDE OF ROAD DETECTA81..£ WARNNC SURFACE AT PAVEMENT ANO SIDEWALK INTERfCACC PROPOSED "f"" OJRB (SEE SHffT C-8 rOR DETAILS) CONNECT TO LXISTING ROADWAY CONCRETE Fl.LISH WITH ASPHALT STOP BAR S'IRPING (PEA LATEST MUTW) O'tOSSWAU< STRLf>t.IG(PtFI LATESTWTCO) llC tfiOEO, LAr«>SCAPING TO BE W0\£0 ANO REPLACED TO RE'SOIBlE PRC CONSTROCTION CONOITlON OR PER CITY RCOUIRCWENTS. CONTRACTOR TO CAAOE ~O EXISTING BUSHES AHO '!REES AS Ml>Ql AS POSSl9l£ ~~ :g ~~ ~~:~ ~EEDm. c 0 +-' 0 > <l> w LEGEND MATCH EXISTING GRADE PROPOSED ELEVATION EXISTING ELEVATION BENCHMARK FLOW DIRECTION WATER METER EXISTING SEWER UNE, AELD VERIFY EXACT, SIZE AND ~~~~TR~TION Of DRAINAGE LINE OUTFALL v2·rplnokl TAX PARCEL 24-37-14-28-0-A.02 OR 4263 PG .3099 ~/ ~ 2 ~ X2.6 TAX PARCEL 24-37-1-4-28-0-A.02 OR 4263 PG 3099 BENCHMARK3 ELEVATION NORTH R)M Of MANHOLE"' 4.49 FEET ... -~~7 -·~ X2.9 OAKx:l.ANE ss-ss-=-ss -~-ss-~-..=_ss--~--= ---X.+:& ---*1.s---~-....... J )Bl liBi r-• I I I I I X~ '----·-ss -• sa11·Je'JJ"E116. Xl.6 " ~~ ~ tml ~ .,'Y + • o. 0 ......... SCAIJ:: J INCH • 21> n:rr TAX PARCEL 24-37-14-26-0-A.10 OR 5262 PG 1103 !I~ ..,N '" ~o-tj '~ ~m~ <N -'&:: ~ l'j x.u 5~ ; I ~ 1-9. 15 r--2~ I , 5~00 TAX PARCEL 24-37-14-28-0-A.26 OR 5262 PG 1101 CENTERUNE Of ROADWAY PROPOSED GAADE I TAX PARCEL 24-37-14-28-0-0R 5262 PG 11 ~''"""'""""""I s FCURB ;;,.,.~·,:;o,;.,,.,,,,rA"·~,,~,:,,,.,, .. ,"'"··';<:J Station I I ;,~ 11...------I .,:ii& -iMs Station u ~So ~ ~NOi ~ 0. ~ ?J -(') ~ ~~..io ~~~~ ... -~ ~;;111a::;!:b <') :E 0 it co ~:it :E,d~!~ "<O-~"'uom N . ~ :E !:! ~ m :i o ~ :E6111 0 3°~ "'> oNu o2 ii Ceddf'iklllf~-CeddF" ... : a..Jl:U....llllll:.014•.Dt>'O ,_ UNOm> Drningw.-.ii"" '""""" Oo<*mdby. ~by. [/J f-< ~ Ill Ill ~ > [/J ...l 0 z ~~j ~ ~ 0.. 0 .... ~ Ill IO d f' µ. . ON ~+ 0.. f' ~~ ~~ ...l + 0.. '1" C.A.No.J0197 P.E.No.205:19 DnM111N\ambor C-4 Drn\rc:. YICST 90UHDAAY LtolE Of" ~· ACCESS EASEMENT 5.St:' OONCflETE SlOEWALK I' RIBBON CURB OH All SIOCS Of" PARKNG LDT OCTtCU.SU: WARNING SUl'tf'ACC AT PAVEMENT AND SIOEWALK INTERF"Aa: CONCRETE SIOEWALK ANO BARRIER CURB -WIDTH VARIES (SEE SHEET C-4 fOR DETAILS) OClN\IECT TO EXISTING ROADWAY CONCRETE FWSH WITH ASPt-IALT STOP BAA SllllPIHG (PER LATEST MUTCO) Cll:OSSWALK STRIPING (PER LA TEST MUTCO) F NEEDED, LANDSCAPING TO BE MOVED ANO REP\..ACEO TO RES£MBl£ PRE CONSrRl>CTION OOtOTIOH OR PER CITY RCOUREMENTS. CONTRACTOR TO GRADE AAOONO EXIST'IHG BUSHES AS MUCH AS POSSIBl£ "M:lOD RAIL F'EHC£ TO REMAIN RELOCATE F'E:NCC AS REQUIRED {2' CfJTSIOE Of" AIB90H CURB) ICED' OOHCRETE AS IS STAlf>INC PER l.A'l[ST (DlnOH Of" MUTa> I FOOT COHCMTE R1B90H CURS STOP 9GH PER LA TEST CDITION OF WUTCO nNAl FCNCE LOCA TIOH OONTRACTOR TO COOROIHATC GRAOl<olG W.TH CITY TO SA\ot: 5(»r,I( Of" THE EXIST'IHG \ot:ot:TATION CONTRACTOR TO RCLOCATE ANY OCISTIHG VAL\IE BOKES IN COORDINATION WITH THC CITY. 3-20 COQUINA f\.lNE 3-21 PROPOSED llllCE RACK (SEE SHEET C-9 fOR DETAILS) LEGEND MATCH EXISTING GRADE PROPOSED ELEVATION EXISTING ELEVATION BENCHMARK FLOW DIRECTION IRRIGATION VAL VE BOX ~ ~ +'>· • 0,. 0-. <( f-(_f) c 0 .... 0 > Q) Station oHo.oo. i I ... , . . i g ll I 5 1 5 15 ,._ -------------, .. ... 0.oO 0-. <( f-(_f) 0-. <( f-(_f) 0.,1 00 .00 = I ' . . e : ! I I 4 h . I 5 -------0-. <( f-(_f) c o:i .ob L_____::==---__ ...:...___ ___ ____:::;;=:;:___ ___ __ u ~~f;l ~ ~'11°' ~ 0.. t: ::! '"i g~i~ Q.;~~~:ie ~~u~~ ~<uiii:$;;j .u:!:":Cei ~ Ill :i 0 ~ ,;cjw .,... :i 0 ~ ~ 5No ue ~ ~ ClddF'ih: _, __ mwo .... """"" er..uc..,.,.....;-. ,,_ .. .,...., .. ~loy; .,., 0-: °""°""201) ffi ~~ ~~~ ~~~ ~~~ o~ ~ ~ ~ . z Cl~ 0 ~Cl f:! g<:u ~~~ Cl~~ ·oo Cl ~ ~ u ~ CA.Ko.JOit? P.B.No.20S'9 [ ~~.] NORTH RIGHT-OF-WAY 1-------•><·-------i N'CllUSINOTlllE lllCON$T . .-..r \__MATCH EXISTING GRADE ~ -CUllllN.£1-. r ?,TORM SEWER CURB INLET ... RlGHTOfWAYWDTH 1-------------n------------< CENTERLINE OF ROADWAY PROPOSED GRADE AND PROFILE ALIGNMENT SOUTH RIGHT-OF-WAY j I I I I I I I 1' RIBBON CURB I I I 1.5% ~ 1·--1-··~ PROPOSED ROAD CROSS SECTION N.T.S. fgOT TYPE C IN LET ?J_PEWALK ALONG OAK LANE . I MATCH EXISTING GRADE I ~<;°TUUIEO I """' I I I 3,000PSI CONCRETE SIDEWALK"' THa< I :~;,."L' tt.,:;r-r. ;;;,; . ~1 ,. '~"m ·.••-.••0·,;·,•'-.•-'·,::· UOIOIOOCl .. Kllll . 'hlf . .' ·. .. .. ,. .. •. ~-:O~:<E~ro ~ ;t~~~-::~:•M tNMC -.OTH COYP'ACTtDfOUoi;Of MADIUll 00151rY (NO UNOVI IOU114NC() (.V.$HTOT-1&0) r.~OPOSED PAVEMENT SECTION f·~c--t-r:.·;: .. ··:.·:.~·>5·::.·::.·::(~'c:°Tt"11 T l!El.EiiE!JEill:: OOllPACISUlltll'lit.0£10 Hllllfl'ADIUllODISITY AASMTOT-lfl.O {1101'(.IOlllfSl>,tCl'IC) SJpEWALK DETAIL -.,...--· . -~ : I ·--"'" ~-~---'.§..:..:.: --__ _'~:°'.. _____ h, I PROPOSED ROAD CROSS SECTION u ~~~ "I j Ill en "I 11..1-N -C'l "-i ~~Jo i:i..; u .11." ~o:~J2 es~~~ffi~ ~'ll:~<>N ~zj8iii:S~ . :$~<(') ""<: ID:::> U -~ ~5111 ""' :iu~ s; BNu u2 ii Cmdflk o.utl.ANl_G!~Jlll••DflO Sook AS NOTED Dnwiogl.rcrmoti• """""' """"'" .......... -ffi Jll ~ -~>-~_ ...l ~ <( ~ p.. ...l <l'. ~ p.. 0 .... ~ ~ [/) z ~8 uU ..,.Jll ~~ (-<r/J ~ C.A.No.l0197 PLNo.2j»59 ~Nwubor C-6 er..iai&: • Ot. • EROSION AND SEDIMENT CONTROL fmeiMWS......!)m!rpl'm11Me !;,!~*".:-~iwi.ld~~-,_.,, ......... __ ~ ................. _ .............. ~ ........ !f, ~:"""""'*"'°'---;;'""~':,~to -.I fWd _,......at tho. he <ti~ ....i M -.b\ded ,.W-M-... fl'OA'9 or....-J. 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O.·~·stil.(Ado:ttb>d""""''"'°"" ... >,). ro1!/:=.-:;E:~!·~ ... c.:~~Oollod ,.,, ... ,,.."'--"Or,..°'_ ..... .,r~. NOllC(:~l'5Cirl"l'PCSllollllllol,A.Y8[Sllollt.MOltlDOll!CM. lO PllOPllCT.\lllY DCSOG. Alf1 ~T OJI 1Ht PROPllllETNtY llOl1'50fMOCSIOIOSHAU.1£fHCSCU:~tTOf Ml.ISClt. st8Slln.rl06nlllm>Dlloll01 SIW.L.Kt.s ~eYlHCOOlafl. FLOATING nJRBIDITY BARRIERS ®--~'E~ .. ·r, ,_, r--·· ··1·· ~ I. ~,-. .... "".....,"'"'-t-of-t-'~--t...-11>. :t. _...,._,..,_.,..,_ ......... t-3. Doi>lo,.--t.,.......,..,_,. ... ~.....,._.,-~.~-""-... ~_,.......,...,.....lftv'-""'.......,_.~_........ S. r.,oddltlionello""-lloo>_S.C_lCMotll>es-d~ TURBIDITY BARRIER APPUCA TIONS LEGEND ma o..d9o0rf11Jv-.,. -~Buoyw/~ C> ~~~=.o... ~tff? -~· -Shor• lh to Of C-L UnltoOtC... ,.--Sl'lor9LN --=, -· .._,__.. .... llooMt•-·--.,...._,"" ___ tft9,.,-...t,.... :.:dli....~=:.:: :~·:...ai:.f;• ...,-,._-t..n..-11""(1) ... IHoollNCGnn.:to-soptJcw\---opodllodlo\!14',...._•_IM~l-""-""'-~•)•lobl"'*'"'""' .,._,.,.~flrl>W;t1--I• ,_ .-1,-. l"Mtolo ·-_..,_.....ho"" .... -"' -.--lttll ....... _l .... JIN ......... CDIERAL MOlES •. ~~~.,J,.~~'"~.:..~ .... 2. !:"~i=--~:-.::.Wlf'."" __ ""'_"-1 TURBIDITY BARRIER DETAIL Pvt<<»11on.:2··•·0-1 I ~ .'(,"t'.;.%"~,~ t ,_ kzr-:;~-,;-· :~·~~·"·"-' • ~ • : • • !!!....-..., ~ -., r • ,....-r,.,..AC>Bfonco BALES BACKED BY FENCE ELEVATION SECTION ""'b°'""'~"""lj ... -SllSorrilr =..-::::!... -.:::::=.= I $0°Wo<. '1/Moi<. I S11r ... coto1HopQid....-undorth•_.,ltoclunilpttcolerSld<odSllF-(lf}. TYPE Ill SILT FENCE /// //"/' --------77~ =8al•Wlth,_1·.1· ... · '•lkll•. u ~~~ ~ ~Ill O> ~ Q.t:i:! ~ ~ii: ·o . -.it"' o.;~~~::!8 es~~~ffi~ ~=11:1:-(>N ~<Siii:s~ .u:!:":(<'> ~ m:>u~ ~ ".J Ill :::> 0 Q. c .Ju< ...., oNu ue ii CoddFik cwtlAMl-l!IZS:IOLl.DWO ..... UNOttD er-iJl&w..-.i• _,,, .......,, ........... -~ ~~00 "" ~ ~ ~~~ o~ ~ ~ 6 u 6 .... 00 ~ -=-1~~·-~~ggi:efj~~·---.. -96'1::-__ ,_:::J-t;'ti=~ -~-·-l -·--~""' ~'-............ ~ -1.:.1 ==· . 8 ...... --~ -COMPLET£0 INLET DITCH BOTIOM INLET ... I '-....,,.,, °' """'""""'" .;·.-• • • PARTIAL INLET RES ~ :~· •.· ~ '"°""~ "ru"" '""~ oo """" •rnooru "'rn '"'me"~' " M•"oc •rnooru~• C-7 -. ~ ---..:!".:..':-..::.~;. LS n.o• .. ,.--~-• • ~.;:==s -::::-;,:,.: U$ '"·• · =-·-SLTFB<CEDET~ -• • • ~~·==-::i.r:=::J::- , •• ~ .. _•2_• __ ... ] ·~.:.:::-~':~---~.'..[ ~ ... -~ . ~-11·?11 ··--Jt~ /_.: ~I' ~:?:.A ~fllONT vmv c====rl¥-rcJ ~J~PWALL PETAILS HORIZONTAL. WALL REINFORCING SCHEDULES (TABLE JJ MAX. Sl'ACING ;:H I SCHEDUlE I fl~~ I l MRS WM'f TYPE C Ae(.,..-,...,-.'l"J<'d ~,.,.;""'"' :>;f!'I.' Sue. }'..qt/fal!-l(f'Pttw ?--/' WM: --'' f'ltw ~Ill' 'flf:Y'-f" ..,., llf' :i/:>I' fl"ll'O.::T.q'rt:HIJ ]['{LET BOXES ·-· ..... -·---~---... .... , ...... _.,, .... _ ...... ___ ... ... __ ,.. _________ _ ,... .... w... ..... \ow-,_ ... ,__ _ ..... .__ .... , __ _ _,,._. ____ _ ~--~-·--. ---·--.... --... ..... ..__......_.,.. ___ _ ~~..:::;~:::.: ~· ·.::::;;::..::-·-g:=:~::.::~-: -··· -~-i --~~=~ ::-::::. ' ~· =.-=-:-.::. ~=::...-: ' ~L~::. = ~·.:::: ·~·:::==:...-. ;.;:: ..;. ·-···,.. ..... ,,_ ........ -........ .__._. .... ,,.w.-.ol.a.-{lfO• ~.::.=~~s~.;;:~··=r::~::.;::; ~·n·--·-•~ .. -. .. --•••••..--.._,.-,,..-...,_,. ::.::..~-·---""'··-·ac-• .._ • .........,_.."' ... ~.10RMWATER PIPING PETAIL :~~ ,._ .. , ........ .._. II ~-~ Q • TYPE C s•,..,_,,;-If.VJ,. ;.-,r l'tl'!!c ... h .. 8;>.rJ t~·. ,, •. sw.•"7 • ~· A,"""t>I.li'"";f.'lf!IJ.0'1.-'C. ~::i~~~:;=~~~~ _ ....... ___ .. ___ .... ..,...... ___ .... __ -·-~-.. ·--~--------.... ----·--...-----·-... _.,.._..,. __ --.......... _____ -. .. _,~~-.. ...,_,., .... ......... ___ ... __ .. ~.,·-----4.,·-·----------·-....-·------··-___ ...__ .. ____ ....,....._ ... ___ __ ._~ _ _,,..-.. ............ _ ... _ ... _,_,_ 1::-1::-: :1:1::: .... ___ _ "' __ ..... _ .......... ._~---------... ----............. , ....... n. ....... _ ..... , ___ ,_~ .... --~--~----------·· ii~lilii =.=:~~=!~~;ESa ~I~ > a: . '· !~ ; to];., ,_,_, "r«HI 'o· 7.• < • ~! ~ ,1 I · >i: '"1. r TYPE F -~-,. ,tr I . I ... ~.~ .. -M~-.,, . .il" .. : /' DR.OP CURB CURB PETAILS SECTION £1~!: St'£l•r.11" xn ••a ... ~ • ,,.Ct,., 1•fla'• if ll"CUJ ,,_,, __ _..-J ~~~~ { . .J ~lli -. ,,. EJ::::.35;=: ~~,. ~--~t@. -;.-~ : ... ::..":"-~';.";~-~3.000PSlCONCRETE LJ] ~).BBON CURB l·H ~;~~,. .. '·,:-·· .. BARRIER CURB :Z-4'!-i-I" :Z-IJ-Prn;~ i (1, l'·e<•9 ~-----, PIAN ,,-..V,!!f.§41 .. 1 .. t ... ::,._ '\ ~·~----. -~-"~ ,, \\ 1;: ·-,,~/ \m~ ;:;:;;~; fOP Vl£W r,,.; ~: ~~,J '~ ~\-\~·"·· "'"=--~-=~ r@ ..... '.E-:!r::;.~~ J,:,,b--~~~:.~ ~:;:_, ·--~,.,. . __ , __ ,,._,~. TYf'EJll «ITTOH VIEW' Brick Acjus!~t'nl: or GrMt' R•nq Pcrmi!lcd 7 01~. (l·Plece C<NerJ ____ ___,t{ I Tongue & Croco•e Ri5cr 8 Im~-.. --., .. .._{:· .---·• ... --11 ' -,,,.,..,_ ..... i Ii ··-.--. ... _ .. .L...u....W =kl" MU ANO '00Tl#G OETAll= 111~r .... bl•C""'-J Joi111 frJ M.Jfch Riser .MA!il::!Qill! Size Area 36x36 7.46 SF --:::::..~ .. ' "'<1 -·~----~~......:.... -~-·-...... , ...... SIGNS &: MARKINGS \J ~~~ "-1 jl&I°' "-1 0. t: lll "-i ~~...io Q,_; 0 -LL 't ~n:~:J2 :s~~~ffi~ ~:it:);<>~ ~<Ooiii<-.u ZN .... :S); < ~ " m:::>u ~ :i:cl111 ..., ::io~ ~ BNu ~ o2 ii Dlwimsi.t..Mi• 0.-.,., BOI ~~ JAP AppioMd"1; JAP ... 06-0'J.l016 ffi ~~~ ~~~ ~~~ o~ g ~ ~ w 0 ~ ~ C.A.No.>01'1 P.ll.No.Jen'9 arr-; .. ....,.,.. C-8 -· <, ' I ' \ ! ~~ ~ l'.3'2 r:_~K : ~~ ! ~~ ! ~l:l.. ! ~~ (-! ::::' ~ '3·0 ! '3 lo...,)~ , • .. ~ ~f 3.1 PROVIDE: 12"x 12'' fHICK. EDGE ALONG ALL EDGES OF-PAVING ALONG fHE: GRAPHIC SCALE , .. = 30 . 0 15 30 60 PARCEL A.10: TOTAL PROJECT A.REC = 10,528 ± SF= 0.242 AC BLDG AREA = 57'ztJO' -3,4.1!0 SF SIDEJTALK = 158 SF DRJVEJfAY = 16'z25' = 400 SF TOTAL JJIPERVIOUS AREA = 3,978 :f SF P 0.09 AC TOTAL JJIPERVIOUS X= 37.8X PARCEL A.27.· TOTAL PROJECT A.REC = 10,280 ± SF= 0.236 AC BLDG AREA = 57'ztJO' = 3,926 SF ~ : ~ ~ <:s l : R/W W / 1#5 CONf. PROVIDE: 611 CONG. DRIVE w I flBE:RME:SH ON ctB% COMPACfE:D FILL A f PROVIDE: SWALE @ PROP. DRIVEWAY @ E:XISf. LOW POINf f 0 DRAIN f 0 SIDEJTALK = 162 SF DRJVEJfAY = 16'z25' ""' 650 SF TOTAL JJIPERV/OUS AREA ., 4, 738 ± SF -0.09 AC TOTAL JJIPERVIOUS X= 46.JX . PROVIDE: SWALE @ PROP. l DRIVE:WAY @ E:XISf. LOW \3.3 POINI f 0 DRAIN f 0 ~ JI!:: WE:S f ~ _______ _ ! ,,,,,,,,..,--....... ,, A ,5 : I I ,/' ''\ .'-l' I , ' ' , ' I ,' ', I J I ', o I ' SANITARY .MANilp_k. EB"sS / '',,..._',,,___ Av 'Wt"t" OAK LANE TOP EL=3.15 \ i 6 · -A A INV=-1.85 I ! .. ~ . I ' R/W, fY~ ·3. WE:Sf 5 3· A·o •3.9 3.1 40 COJ/BJNED RETENTION IS PROPOSED FOR BOTH PARCEL TOTAL SITE AREA. = 20,808 S.F. TOTAL JJIPERVIOUS AREA = 8, 716 S.F. AREA OF COJIBINED RETENTION POND = 6,496 S.F. DEPTH OF COJIB/NED POND = 6• YOL. AVAIL • COJ/BJNED S1TALE = (8,496z0.5)/2 = 1,624 CF AREA OF FRONT S1TALE OF PARCEL A.27 = 602 S.F. DEPTH OF FRONT S1TALE = 8• VOLUME AVAIUBLE • FRONT S1TALE = (602z0.5)/2=150 CF l : i L-----------1-6-~-----~ ..c -------.l------f"'...--l/1--·~ \: ==-: s;L __ ~1rlt.tf!·_~_:-_~==;~=-~==-~==-~=;.3-_-=--,\~i-------------------TOTAL YOLUJIE OF STORAGE AVAIL = 1,624 + 150 = 1,774 C.F. TREATJ/ENT AVAIL FOR JJIPERY. AREA = 1,774/8,716 = 0.204' OR z.44• TREATJ/ENT AV..t/L. FOR THE ENTIRE SITE AREA = 1,774/20,808=0.085' OR r a ~ ~REC. 5/8. 3.3 35 3.6 ~ ~ c.:: "-i t..i IQ 0.5 OFF-D AO f,""' P~ELA.10 vs· f, PROPOSED RESIDZNCE 67.00'dO.OO' PROPOSED FJ'J.•'l.0' t-. ~ ~ IQ ~~ -<i:i" t\j~ .... .,, 1l> "' "' Q ~ PARCEL B PARCEL A.27 PROPOSED Rl31DINC8 83.33'za.OO' PROPOSED FJ'.E.-7.0' 36.3 Q----:j-0 . c± . REC. 5/8• LR. 1 "'~ l.,,,.. I -.Qi:_ I ± Sk ---~ I ~o i REC. 5/8• LR. 66 LOT 16 L01 0.'Z oc~ :~ENS :AVE 1rw~1 ,,,, 12 ~ 6·5 (P.B. 40, PAGE 46) 6· 6· LOT 15 DRAINAGE PLAN SCALE: J" = 30' LOT 10 (P48CEJ, A.27) COJ/J/ENCE AT THE NORTHEASI' CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBD/VlSJON, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBIJC RECORDS OF BREVARD COUNTY. FWR/DA, THENCE RUNS 00-54'29" E, ALONG THE EAST LINE OF SAlD LOT B, A DISTANCE OF 66.00 Fl', THENCE RUN N 8tr38'33" Jr AND PARALLEL TO THE NORTH LINE OF SAlD LOT B, A DISTANCE OF 706.30 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAlD LINE A DISTANCE OF 80.00 Fl', THENCE RUN N 00-54'29" Jr, A DISTANCE OF 128.50 Fl', THENCE RUNS 80-38'33" E, A DISTANCE OF 80.00 Fl', THENCE RUNS 00-54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. (PARCEL A.JO) COJ/J/ENCE AT THE NORTHEASI' CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBIJC RECORDS OF BREVARD COUNTY. FLORIDA, THENCE RUNS 00•54'g9" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 Fl', THENCE RUN N 80-38'33" Jr AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 786.30 FEE/' TO THE POINT OF BEGINNING. THENCE CO!!'!'l!!Jlfi' ALONG SAlD LINE A DISTANCE OF 94.00 Fl', THENCE RUN N 00•54 '29 Jr, A DISTANCE OF 112.00 Fl', THENCE RUNS 8tr38'33" E, A DISTANCE OF 94.00 Fl', THENCE RUN S 00•54';!9• E, A DISTANCE OF 112.00 FT TO THE POINT OF BEGINNING. ~I ~mi I ~i~ 0<1 iH z§fi il~ ,, ~ -~ ~ ~ ~ ~ ~-ii.. ~ :::> ~ I I ~ ~ 8 ~ ~ I" ~ :Z 0 i== •• <(O:: g~ -....I 0 I-w I~ (.) ~ .II.. ~ 0.. !Z.i ow ~ 0:: 0:: 0.. 0.. ... PROJECT NO: 2014-31 FILE NO: D: D 2014-31 DESIGNED BY: FJI DRAWN BY: FJI APPROVED BY: N.D. DATE: 11 1 14 DRAWING NO: C-1 SHEET 1 OF 6 NOEL DROOR P.E. 37259 EB-0007218 retention area NOIE: ALL DIS IURBE:D '3 6 ARE: AS SHALL BE RE:S I ORED I 0 6 THEIR ORIGINAL A. CONDlllON ;\.'i A6 ,--I AP EXISTING WA IER LINE PER CllY Of COCOA SPECS. TAP 3.B SHALL BE DONE BY CITY Of COCOA APPROVED CONTRACIOR 6 retention area A· A2 NO ESJIT FOUND GRAPHIC SCALE 1" = 30 0 15 30 60 CllY Of COCOA UTILITIES RE:QUIREMENTS I. CllY Of COCOA UTILllY DETAILS SHALL BE fOLLOWED fOR ALL PROPOSED CONSTRUCllON 2. ALL WATER SE:RVICE LINES SHALL CONSISI Of A BRONZE SERVICE SADDLE, CORPORAllON STOP, IYPE "K.11 COPPER, AND CURB STOP. 3. IHE MEIER AND BACK.fLOW PREVENIERS WILL BE: INSI ALLED BY IHE CllY Of COCOA AflER PAYMENT AND ACCEPTANCE Of THE SERVICE LINES 4. A IAPPING CONIRACIOR ACCEPIABLE 10 IHE CllY Of COCOA WILL. BE REQUIRED f OR IHE I APS 5. A UTILITY CONTRACIOR WILL REQUIRED fOR IHE INSTALLAllON Of IHE: SERVICE LINES IEMPERARY JUMPER, SEE DEIAIL --·--i(b 6' wd fence SANITARY MANHOLE TOP EL=3.00 INV= NO ACCESS EXIS I. WATER LINE, flELD VERlf Y EXACI, SIZE AND LOCATION PRIOR 10 CONSIRUCllONR 6. THE WATER LINE AND APPURIENANCES SHALL BE INSI ALLED IN ACCORDANCE WITH IHE CllY Of COCOA'S LAIEST IECHNICAL PROVISIONS AND STANDARD DEi AILS 7. CALL. fOR IHE PRECONSIRUCTION MEETING WllH CllY Of COCOA ENGINEERING DIVISION PRIOR 10 SIAR! Of WORK.. B. MA IERIAL INSPECllON BY CllY Of COCOA UllLlllES WILL BE REQUIRED q_ A SUCCESSfUL OPEN DllCH INSPECllON BY CllY Of COCOA UllLlllES WILL BE REQUIRED I : '3·'1 '3·B I j " I : I ! ~'! : : r:. l ! !"! i~ I ~~ i~ 1'.3211 r~,_K I: l -.......~ ! ! ! ~r... Ii '-' I : ~~ i j 6' cl fence PROVIDE MIN. T SEPEARllON BEIWEEN E:XISI. SEWER & PROP. WAIE:R MAIN EXISI. SEWER LINE, flELD VERlfY EXACI, SIZE AND LOCAllON PRIOR I 0 CONSIRUCllONR ~ 0:, (-: : ~~ '3° l i '3· ~"'11 1·· , "'11 Iµ," Ii '3 .'1 I! ~ I~ ~~ l: (\..> : ~ cs l l I I l k'3 !~ i~ I ' ! ! --1 l . ' ! I I : 611 HYD. 11111 & G.V. PROP. f~E: HYDRANT Of COCOA SPE:C. SE:E: DE:~.2 611 to 411 REDUCER TAP EXIST. 4" WAIER LINE fOR THE PROPOSED WAIE:R SERVICE. IPPING SADDLE: & VAL VE SHALL. BE PER CllY Of COCOA SPECS. TAP SHALL BE PERfORMED BY CITY Of COCOA APPROVED TAPPING CONIRACIOR. AND MEIER SEI BY UTILllY CONIRACIOR '3·'1 '3·5 '3·9 '3 .'1 ORB 1832 PG 429 4.0 10. BACIERIOLOGICAL IESI SHALL BE PERfORMED BY A PRIVAIE LAB IN ACCORDANCE WllH IHE CllY Of COCOA CRllERIA II. AS-BUIL rs (IN ACCORDANCE WllH SECllON 14 Of CllY Of COCOA IECHNICAL PROVISIONS) WILL BE REQUIRED Al IHE COMPLEllON Of IHE PROJE:CI. 12. EXECUIED WAIER EASE:MENI fORM WILL BE REQUIRED Al IHE COMPLEllON Of IHE PROJECI 13. EXECUIED BILL Of SA IE fORM WILL BE REQUIRED A I IHE COMPLEllON Of IHE PROJECI 14. flNAL INSPECllON Of ALL WA IER APPURIENANCES WILL BE REQUIRED BY IHE CllY Of COCOA UTILlllES Al IHE COMPLEllON Of IHE PROJECI 411 PVC WAIER MAIN 10 EXTEN EASI Of PARCEL A.27 4.0 JOOD .i1'.i6 'JPP _UVJTARY NANJlp~ ~ I EB"ss f \ .,\,--f f v W't't' OAK j4f!B· TOP EL=3.15 \ i ! 6·0 \ \ INV=-1.85 I ! . I ! ! L---------L __ _ UTILITY PLAN SCALE: 1• = 30' '3 B ~ ~ ...;j G.V.! 0 Jiii.? P~ELA.10 ,,,6· f)-' PROPOSl!3J 57.00'ztlO.OO .16..6 ": ~·ae!;Ja-"-s-------------------~----4-,,----~ _ _l!f!Jz!L ______ -4~---------"-"' IQ ~~ ~ .,,~ ll:i ... 1~:fl -.<:> <> "' PROPOSKD CONC. DBM 1111.0 PARCEL B Q ~· 35.3 PARCEL A.27 PROPOSllD JlmlJ8NC8 tl3.33'ztl8.00' PROPOS8D FJ'.S.-7.0" -~ -211 BLOW Off VALVE ,,iJ30X PER CITY Of f.V" COCOA "' . <>°' .,,~ ll:i ... C\j~ -.<:> <> NOif:: • WA IER LINE AS BUIL I INfORMA llON SHOWN HAVE BEEN fURNISHED BY CllY Of COCOA UllLlllES AND AND SURVEYOUR. ALL INfORMAllON SHALL BE flELD VERlfY PRIOR 10 BIDDING AND CONSTRUCllON. • SEWER LINE AS BUIL I INfORMA llON HAS BEEN fURNISHED BY CllY Of CAPE CANAVERAL UllLlllES & SURVEYOR. aLL INfORMAllON SHALL BE flELD VERlfY PRIOR 10 BIDDING AND CONSiRUCllON. • ALL WA IER LINE CONSIRUCllON SHALL BE ACCORDING 10 CllY Of COCOA UllLITIES SPEClflCA !IONS. ~I ~mj ! ~~; iH z88 ii~ PROJECT NO: 2014-31 FILE NO: D:\Drc\2014-31 DESIGNED BY: FJI DRAWN BY: FJI APPROVED BY: N.D. DATE: 11111114 DRAWING NO: C-2 SHEET 2 OF 6 NOEL DROOR..., P.E. 37259 EB-0007218 VAQIE VARIES PROPOSED BLDG 'II F.F.E = 7.0' ! ' : ~----~---·-·--···------·-------··-----·-------~------SECTION "A' ~XIST~R~~AD:.L.J i PROP. BLDG. Pf F.F.E = 7.0' SECTION "B" PL I/ 15.5' & 3' i II I I , F.F.E = 7.01 -----------·-----·-·---------SECTION "C" I' CD CONCREIE-PAVEMENf 611 THICK. 25 DAY, 3000 PSI REINF-Or<CED WITH F-IBER MESH. ~ SUBGRADE, 1211 THICK. TYPE 11B11, MINIMUM LBR 40 COMPACfED T 0 MIN. q5% DENSlfY PER AASHT 0 f-150. R/W CONCRETE PAVING DETAIL I NOTE: F-OR ON-SITE DRIVEWAY THE SUBGRADE . COULD BE DELEfED & CONCRETE THICK.MESS COULD BE REDUCED TO 4" PROP. BLDG. 25' PL EDGE Of DIRT ROAD ' ~ \ ) y~ ARAGE SLAB -G 9 12Wxl2D fTG. 5Wx5D F-TG. _/ / W/ #5 CONT. PROP. W.L. W / 3' MIN. COVER G" CONG. @ R/W W/ #5 CONT. SECTION "D" ® DRIVEWAY ~I ~~i ! ~~. JU z§§ iiE~ " t! -~ ~ ~ ~ fll ~ ~---~ :;:) ~ ~ ~ g ~ 8 ~ 1~ ~ ~ z 0 I= .. < a::: ge ..... ...Jo I-IJJ ~ ua::: IJJ < ~ 6 fu ~ a::: a::: Cl. Cl. .. "PROJECT NO: 2014-31 FILE NO: D:\DrG\2014-31 DESIGNED BY: FM DRAWN BY: FM APPROVED BY: N.D. DATE: 11/11/14 DRAWING NO: C-3 SHEET 3 OF 5 rNOEL DROOR P.E. 37259 .,,EB-0007218 • POT ABLE WATER PLASTIC METER BOX 3/4" CURB STOP _J ! RECLAIMED WATER PLASTIC METER BOX (EXAMPLE: DEXOL PLASTICS, MODEL No. DXl41'1-12CIR, WITH PURPLE PLASTIC TOP AND IRON READER LID) 3/4" METER PAVEMENT\ o-czr'.zr-,z,....,znz....,z.....,z"?z 7'/ z-rz-rzT"1r'.zr-,z,....,z....,z"7z"7z7z 77 Z7Z71J 3' MIN. COVER TYPE "K." ~ COPPER SERVICE \ CC CORPORATION STOP \ ~---------'--------;i // NOTE: BRONZE SADDLE-. -;/Y' TRAfflC RATED H-20 F-OR HYDl<ANT TO BE PAINTED @ THE F-ACTORY W / RUSTOLEUM HIG:H-PERF-ORMANCE EPOXY '1100 SYSTEM, COLOR #'1143 YELLOW. 3'x3'xl2" CONCRETE COLLAR WITH 13 MIL POLYETHYLENE BETWEEN BARREL AND CONCR t P~·~x. 2'x2'x4" CONCRETE PAD VALVE BOX 4' EXTRA WIRE IN BOX ALIGNMENT RING: 6" GATE VALVE (MJ) ANCHORING: TEE THRUST BLOCK. ·~@-·. iPTll~ " ~ SI-a St1AU. Bl: FUSION BOlao EPOXY COATEO (6 l'I.. PIP"-0" ~ !"ti) N ACCORDANCE i;. "' ~ AWWA-C-550 NOTES: ANCHORING: NIPPLE I. CITY CREWS WILL APPLY F-INISH PAINT COAT. METER BOXES IN HIGH TRAfflC AREAS SEE APPENDIX A, APPROVED MATERIALS 2. HYDRANT RISERS WILL NOT BE PERMITTED. 3. F-IRE HYDRANT WILL HAVE 113-13 TYPE 304 STAINLESS STEEL BOLTS AND NUTS (BONNET, TRAfflC F-LANG:E AND SHOE). RE-USE OR WATER MAIN TYPICAL SERVICE LINE Nf S NOTES: 4. SEE SPECIF-ICATION 1.2.5. @REF-ER TO THRUST BLOCK. NOTES AND DETAILS. FIRE HYDRANT DETAIL NTS DRILL 1/4" HOLE IN BOX 3• F-ROM TOP WOl<D "RE-USE" OR WATER ON r F-INISHED I. PVC PIPE 01< DUCTILE 112.0N PIPE EXTENSIONS SHALL NOT BE USED ON v AL VE BOX iNST ALLA TION. 24"x24"x4" -CONCRETE PAD COVEi< GRADE ...,,._._ ALIGNMENT RING: VALVE #12 ccs 57STONE~)~ "-----! LJ ~ u ~ u-----_..., ~113"xll3"x4" CONCl<ETE: PAD GATE VALVE AND VALVE BOX DETAIL NTS 2. IF-THE DEPTH or THE VALVE NUT IS GREATER THAN 413" BELOW GRADE, OR 30" BELOW GRADE AND UNDER THE WATER TABLE, A VALVE EX.TENTION WILL BE REQUll<ED. SEE VALVE EXTENSION STEM DETAIL. 3. Pl<OVIDE A PLASTIC DEBl<IS SHIELD/ ALIGNMENT RING: WHICH INST ALLS BELOW THE VALVE ACTUATING NUT. THIS SHIELD SHALL CENTEI< THE RISER PIPE BOX OVER THE ACTUATING: NUT AND MINIMZE INFiL Tl<A TION. 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 24" ABOVE TOP or COLLAR. Wll<E SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. 5. F-OR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW rOR F-UTUl<E BOX ADJUSTMENTS. THIS DETAIL APPLIES TO ALL BURIED VALVES. ~I ~~I I ~~i ill 2!81 if i t! ~I ~~~~ ~ <~~ ~ ou~ ~8~~ ~ IZ4~ ~ oc~ ~~ .. r'\ < 0::: _uo , 0 ..... ...J I-8 .. uo:::z w<O ""? 0.. Vi ow 0::: 0::: 0.. 0.. PROJECT NO: 2014-31 FILE NO: D:\DrG\ZOU-31 DESIGNED BY: FJI DRAWN BY: FJI APPROVED BY: N.D. DATE: 11/11/1 DRAWING NO: C-4 SHEET.(. OF 6 NOEL DROOR P.E. 37259 EB-0007218 ,c • IHISUSI BLOCK. NOTES DUCTILE IRON WATER OR REUSE MAIN 1.) WRAP ALL FffIING:S WITH POL YEIHYLENE FILM BffORE POURING THRUST BLOCK, MAKING: CERTAIN TO K.EEP CONCRETE AWAY PROM ALL BOLTS, GLANDS, AND FLANGES. T~ I_ 10' .~ SANII ARY HAZARD (SANITARY SEWER, fORCE MAIN, IQ' _, 6" MIN, 12' PREF-ERRED SANITARY HAZARDS (SANITARY SEWER, fORCE MAIN & STORM SEWER) 3' MIN 2.) THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED EARTH. 3.) REQUIRED VOLUMES Of BEARING: AREAS TO BE AS SHOWN IN CHARI. ADJUSTMENTS, If NEEDED, WILL BE ALLOWED TO CONfORM TO TEST PRESSURE AND ALLOW ABLE SOIL BEARING: STRESS AS SHOWN IN SPECIF-IC A IlONS. 4.) BEARING: AREA FOR TRANSIT BLOCKS ON HORIZONI AL BENDS IS BASED ON A TEST PRESSURE Of 150 P.S.I. AND SOIL BEARING: STRESS Of 2,000 P.S.f .. THE DEPTH TO THE THRUST BLOCK BASE TO 6E EQUAL TO OR CREATER THAN TWICE THE HEIGHT. (EXAMPLE: IF-BLOCK. IS 2' THICK, THE BASE IS T 0 BE NO GREATER THAN 4' BELOW GRADE.) REDUCER NTS 90° ELBOW NTS 5.) VERTICAL BEND THRUST BLOCK.S TO BE THE SAME AS HORIZONI AL BENDS. CROSS & PLUG NTS 6.) BEARING: AREA Of THRUST BLOCK TO BE NOT LESS THAN ONE SQUARE FOOT. MINIMUM BE: ARING ARE:A (SQ. F-f .) LE=ffE=R PIPE= SIZE= 4" 6'' B" 10'' 12" 16" A 1-1/2 2-3/4 5 7-1/4 10-1/4 IB Bl22-i/2) 314 I 2 3 4 7 B (45 ) I 2-1/4 3-3/4 5-1/2 B 13-3/4 c 2 4 7 11-1/4 14-1/2 25-1/4 20'' 27-1/2 II 21 3q 1HE FIGURES IN 'THIS TA81...E REPRESENT Nl£A OF CONCRE1£ Bl.OO<ING AGAINST lllE VERTICAL lRENCH WAl.L OF UNDIS1UR8ED EAR'lll IN SQUARE fET AT 2000 P.SF. SQL BEARING CAPACITY. NOTE: THRUST BLOCK NOTES & DETAILS NTS ALL NEW WATER MAIN PIPE, flTTING:S, VALVES, AND FIRE HYDRANTS BE IN CONPORMANCE WITH APPLICABLE AMERICAN WATER ASSOCIATION (AWWA) STANDARDS, THAT ALL NEW AND RELOCATED WATER MAIN PIPE AND FffTING: CONTAIN NO MORE THAN EIGHT PERCENT LEAD, AND THAT ALL PACK.ING: ANO JOINTING: MATERIALS USED N THE JOINTS Of NEW OR RELOCATED WATER MAIN PIPE BE IN CONfORMANCE WITH APPLICABLE A WW A ST ANO ARDS. BEND NTS STORM SEWER, RE-USE OR WATE:R) 12" MIN 6' MIN h (IQ' PREF-ERRED) I .. 10' .. 1-IQ' .. I L 3'MIN _Li~~~~~== a ~ J WATER MAIN TEE & PLUG NTS v I LJ . DUCTILE IRON w ATER ~USE MAIN i 11 HORIZON! AL CLEARANCE TEE NTS VERTICAL CLEARANCE 30' or > PIPE MAY BE PVC PER CITY SPEClflCATIONS 30' TO 24" PIPE IO BE DIP PER CITY SPECIF-ICATIONS TYPICAL REQUIRED SEPARATION NTS PER fDEP 62-555.314 OPTIONAL SECONDARY 2" DOUBLE CHECK. OR REDUCED PRESSURE PROVIDED BY CONTRACTOR CAN BE INSTALLED WITH A TEE BETWEEN ME:TER PROPOSED 2' DOUBLE AND BACKF-LOW fOR ON SITE TEMP WATER CHECK OR REDUCED PRESSURE ZONE ~~ BACK.fLOW PREVENTER (PROVIDED BY CONTRACTOR) PROPOSED 2• GATE VALVE GRADE ~~~~CT VALVE I PROPOSED '2~ I GATE VALVE A CITY Of COCOA INSPECTOR T 0 CHAIN AND LOCK. NEW MAIN LINE VALVE (IN CLOSED POSITIOt-j) ~ef 'fb\1~AtfC&~YINCbtfIOR PROPOSED 'IQ BEND GRADE BRASS 012 G: AL V ANIZED PIPING: NO PVC PROPOSED INSTALLATION Of SWAB IN WATER MAIN EXISTING: W ATERMAIN NO TEES OR SPIGOTS UPSTREAM Of METER NEW WATER MAIN TO BE FLUSHED OUT WITH JUMPER ASSEMBLY AND WITNESSED JUMPER & METER ASSEMBLY BY CITY Of COCOA INSPECTION NiS NOTES: **BACK.PLOW PREVENTER TO BE IESTED AfTER INSTALLATION. I. REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING: ACTIVE WATER MAINS CONTRACTOR TO PROVIDE TESI RE:SULTS TO INSPECTORS. AND PROPOSED WATER MAIN IMPROVEMENTS. *INLET: AWWA TAPER ("CC") 2. ONLY EXCEPTION TO JUMPER AND METER ASSEMBLY IS INSTALLATION Of THREAD OUTLET: f.l.P. THREAD flRE HYDRANT WHERE AN ANCHORING: NIPPLE IS USED. ~I ~~i I ~~i iH 2!11 iiEi ~ ~~ ~~~ ~~uB ~ ~~t5 ~g~I ~ rz.~ I oc ~~ .. 0 <a:: ge I-0 :Z (.) w w a:: a~ a:: w 0.. &: a:: ,..PROJECT NO: 2014-31 FILE NO: D:\DFG\2014-31 DESIGNED BY: FJI DRAWN BY: FJI APPROVED BY: N.D. DATE: 11/11/U DRAWING NO: C-5 ._SHEET 5 OF 6 'NOEL DROOR P.E. 37259 EB-0007218,,j -- 11111 April 13, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe rooiflowe@gmail.com Office Manager Cell Phone: 321-403-9899 Jeff Ratliff; Joyce Muse John A. Pekar, PE Design Elements for Oak Lane (Discussion) We have performed topographic field surveys for Oak Lane and are in the process of having environmental and soils evaluations performed in the study area. With this field data and preliminary design concepts, we can talk to Don Haines about a possible easement for a detention system. I am currently thinking about some benefits we might offer to him, to obtain an easement for the drainage treatment. I have listed some discussion items for Oak Lane that we can meet about in the near future. These are: 1. Road structural section approx. Sn=2.86; City's Sn (in 1 Yi" asphalt concrete SuperPave 9.5 Code) 2.13 to low 8" limerock base 6" stabilized subbase 2. Anticipate 18" and 24" culverts; ADS or concrete 3. Sidewalks -Two 5' concrete walks (each side of Oak Lane) 4. Initial sizing of wet detention basin 90 x 90 (Will allow maintenance access Pond smaller 5. Pond to be fenced. 6. Low elevations (approximately ground at 2' -3 ') and environmental/soil inputs may change sizing of detention. 7. Another possible option is a baffle box system with This may require SJRWMD coordination if culverts directly into Canaveral Drainageway. wetlands involved. The site may allow a self-certification under the 10:2 rule. 8. Should solar lights be considered? 9. Need to discuss landscaping. 10. Fill is anticipated at northwest side of Oak Lane. 11. Cul-de-sac probably will not have sidewalks around Not enough right of way. circle. 12. Driveway coordination to be discussed. 13. Need to discuss FPL pole relocation schedule. /Llgl-tt Pole -¥--~~~~~~~~~~~-50'R/VV~~~~~~~+-~~~~ 5' Dptll\. SpQct 1-~" 1-' ' ' 5' A' ,.., 22' RD 1,:u;{ wet~ u u r~:J I I \I l ~-"I CL<. Yb DritLll\.~ge stn.f.eture ..... 1-°G sLo-pe Curb 0 tA ~ LtA 11\,e Prelt~LV\,/if Ytj TtjpLc/if l sectLOV\, j< I 1-0 .5' M Dptll\. SpQct \'-' 1.., p:' ..x Crt'} structural sectl.o""' 1.25 If Asp~~ltfo COll\.Crete h" "B.~se ~· sub-b~se .-""" ~\J-V"' " A().,,,., I .t. ~~ \ v-'t ~I'-£ LV" "' •111111 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 March 31, 2016 TO: David Greene; Joyce Muse; Jeff Ratliff FROM: John A. Pekar, PE SUBJECT: Oak Lane Design Meeting with City Staff On March 31, 2016 a City design team meeting was held at the City Manager's office. The meeting began at 10:00 a.m. with the following persons in attendance: David Greene Joyce Muse Jeff Ratliff David Dickey Todd Morley John Pekar, PE This meeting was a "start up" for the design of Oak Lane and J. Pekar presented a listing of key design considerations (copy attached). The listed items were discussed, and additional key discussion points included: • David Greene noted this should be a "one time" design effort to a high City standard. All roadway elements such as sidewalks, landscaping, etc., should be included. • Per discussions, the design packages should be ready for bid this year (2016). • Potential delays from FPL, right of way issues, and wetland permit conditions, may impact final schedules. • J. Pekar noted field topographic surveys, environmental field reviews, soil testing would start in the next 5-7 days. (Jeff has key to locked gate at outfall areas; west end of Oak Lane.) • Discussions on potential rights of way (or easements) for roadway drainage treatments included additional meetings with Don UttJiJI~ , property owner of eastern parcel. Todd has had an initial discussion with this owner and the 20' City easement was noted. • Initial drainage concepts might incorporate a "wet" detention system which would require additional land for a basin. • Following environmental evaluations of this western parcel, the City will review options for right of way needs. • Soil testing will also be performed at an early stage to support drainage/pavement designs. Page 2 Oak Lane Design March 31, 2016 • Jeff will furnish sanitary sewer locations of the new home construction along Oak Lane to support the designs. • A preliminary typical section of the proposed Oak Lane road design was presented to the group (copy attached). • Design progress and coordination ofthis project will be through Public Works. If you have any further questions, please call. Sincerely, John A. Pekar, P.E. JAP:rmf / Li.g ltt t Pole ---~~~~~~~~~~~~50'R/VV~~~~~~~-+-~~~--+ 5' DptY\-space if?'' ' 5' k ~ 22' RoClfiWCl!j r;~,";1 I\ ~I , __ ..;.J CIA.r-b Dr-tltV\-ttge stn.<.ct1A.r-e - i °f> slo-pe Of;l~ La~e PYell.~l.V\,a Ykj T!:j-pLca l secttoll\, i' ' CIA.r-b U I i0.5'--~ o-peV\, space structurcrL sectt.oVv 1.25" A.spV!tALHc COV\-CY-ete G" "Base ~" StA.b-btAse ,. • .,,.in.lo..,.,,,'-· JO ... A. PEICAl, P.E. UC CMI ffttl-1 .. /C. ..... la, ·111111 JOHN A. PEKAR, P.E., LLC Civil Englneerlng/Consuhlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe rooifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 DESIGN CONSIDERATIONS OAK LANE March 31, 2016 1. People concerns about property impacts; i.e., some driveways in right of way, vegetation, etc. 2. Power pole relocation; 3 poles northside -FPL schedules. 3. Drainage designs: a. Account for some drainage from Ocean Gardens. b. Drainage treatment and outfall areas. c. Coordination with N. Atlantic Ave. streetscaping. d. Possible east-west extension. 4. Coordination with existing homes and their grading. 5. Right of way issues for detention areas; cul-de-sac. 6. MOT for construction-people access. 7. Awareness of utilities; water/sewer. 8. Sidewalk placement. 9. Service vehicle use; fire, garbage, etc. 10. Soils, environmental conditions at outfall areas. 11 . Landscaping. 12. Residential coordination. Project: Oak Lane Cape Canaveral Figure t:Wetland Map 0 40 80 160 --=:::::11-c:::::=-----• Feet 2015 Aerial, Brevard County, Florida , , Project Boundary -Approximate Wetlands ~Z±±L ATLANTIC ENVIRONMENTALSOLUTIONS ENVIRONMENTAL PERMITTING & MITIGATION AES Proj #: 1676 111111 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe ronifiowe@gmail.com Office Manager CeU Phone: 321-403-9899 September 10, 2014 TO: David Dickey FROM: John A. Pekar, PE SUBJECT: Oak Lane DRC Meeting The City of Cape Canaveral's Development Review Committee (DRC) met at 3:00 p.m. on September 10, 2014 to review lot development along Oak Lane. Persons in attendance included: Angela Apperson Todd Morley David Dickey John Pekar Jeff Ratliff Paul Ring Gustavo Vergara Susan Juliano Ron Abeles (Applicant) John Cunningham (Fire Dept) The owner has originally received from the City, a special exception (SE 2013-06) to build 8 townhouses. This special exception has been modified and approved by the City, to build 4 single family homes. In developing plans for two (2) of the lots, there were concerns about public health and safety, as Oak Lane has limited existing infrastructure. Previous meetings with the Owner and Fire Department have agreed upon the following: 1. A new water line will be brought from N. Atlantic A venue to the lots and a fire hydrant will be added. 2. The far western lot will have a minimum 6" driveway (with fiber mesh) and will allow fire trucks to turn around if needed. Drainage concerns were addressed at the meeting and J. Pekar suggested one alternative that might provide positive drainage for the lots. This interim design would include a south roadside swale (in front of lots) that ties to a new outfall culvert to an existing ditch on the north side of the road. Page2 Oak Lane DRC Meeting September 10, 2014 This suggestion would require location of Oak Lane's rights of way, an evaluation of the existing northern ditch, and location of existing trees ( 4) along the south side of the road. The Owner's design team will consider this concept along with any others, and submit a site plan to the City for lot development. It was strongly noted that the City does not have Oak Lane upgrades in its Capital Improvement Five Year Plan. With regards to the sanitary sewer system, the Owner will tie into the existing sewer line on the north side of the Oak Lane right of way. The Owner will coordinate with City Public Works to locate sanitary sewer laterals (if present). Based on the above understandings, the Owner will submit a site plan package to the City in the near future. If you have any further questions please call. Sincerely, 411!.~ John A. Pekar, P.E. JAP:rmf 614/2014 Gmail -SE 2013-06 John Pe a ... ~~ nail com"> SE 2013-06 David Dickey <D.Dickey@cityofcapecana\eral.org> Tue, Jun 3, 2014 at 2:45 PM To: Jeff Ratliff <J.Ratliff@cityofcapecana\eral.org>, "Johnpekarpe@gmail.com" <Johnpekarpe@gmail.com>, John Cunningham <jcunningham@ccvfd.org> Gentlemen -please find attached an application to modify SE 2013-06 which was appro\ed last year for the construction of 8 townhouse units on Oak Lane. This request is to re\1se the approval to allow the construction of 4 single-family homes. If you could return any comments by this Friday I would appreciate it. Thank you for your help and let me know if you ha\€ any questions. Da\e Florida has a \ery broad public records law. As a result, any written communication created or recei\ed by the City of Cape Cana\eral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Vj SKonica C4514060314270.pdf 4195K https://mail.google.com'mail/u/O/?ui=2&ik=ccd1e79234&\ifm=pt&search=inbox&th=146630d7dcb5e62e&siml=146630d7dcb5e62e 1/1 CITY OF CAPE CANAVERAL SPECIAL EXCEPTION APPLICATION PACKET Instruction sheet. ................................. 2 Submittal Checklist. ............................. 2 Information Sheet ............................... 3 & 4 Worksheet ........................................ 5, 6 & 7 Radius Package Instructions ................. 8 PD -Special Exception Application -101411 Page 1 City of Cape Canaveral SPECIAL EXCEPTION Instruction Sheet A pre-application meeting with the City Planner is required prior to completion and submittal of a Special Exception application. The Special Exception application shall be prepared in compliance with the requirements of Chapter 110, Sections 110-38 & 110-39 of our code. To access our code visit www.cityofcapecanaveral.org; from the homepage select City Code of Ordinances; and click on the link to municode.com. You and/or representative are required to attend the meetings at which your request will be considered. You will be notified of the dates and times of meetings. Meetings are held at the City of Cape Canaveral Public Library, 201 Polk Avenue, Cape Canaveral, FL 32920, unless otherwise stated. The following items must be included for there to be a complete and reviewable submittal. If all items are not included at the time of submittal the application will not be accepted. Special Exception Application Submittal Checklist 1. __ Completed Information Sheet 2. __ Authorization to represent property owner, if applicant is not the owner. If tenant: Notarized letter of authorization. If Other: Written Power of Attorney. 3. __ Payment of application fee ($250) and escrow deposit (escrow fees are to cover costs of application review, notification of surrounding property owners, etc. and the amount is determined when the application is submitted). 4. __ Radius package from Brevard County, including: a radius map, three (3) lists of properties located within 500 ft. of the subject property; one (1) set of mailing labels (instructions on page 8). 5. __ Legal description along with certified survey or map from Brevard County Property Appraiser depicting property boundaries. 6. __ Copy of recorded deed or Opinion of Title for subject property. ?. __ Certified survey or site plan (scaled drawing of subject property depicting boundaries, all structures, and parking. PD -Special Exception Application -101411 Page 2 City of Cape Canaveral SPECIAL EXCEPTION Information Sheet Description of Request: (Insure that the specific code sections of the zoning ordinance that allow and support your request are noted). If necessary, attach separate sheet. ·.Tu\5 r-eiv...es±. \5 ±:-o Yno:fr~ :!i"e 9ec '1c,J R ~ce~·l:,oc-'i1xi:f \A..t0) CJ m..cl:e J \ n Or j ©t>c, do\ 3 ·±r>r Ocs.Khae \ C~'S t1:: lq 4-;J.5 A--&'2 ; J4~a1 ., :\-or :\b-e. Coo5±eµc:\1 9" o~ 8±01oo hoTV1~ l\Je ('{)~ re ~\A.'@.st: ~:f>pec ~o.1 e')(Ce_-pt;, o"" -\-o 'oe--!?o • "\+-.e. COl"\5-t-f'u..c.-l;<:Yi\ Address of requested Special Exception: D~ '-\ "":>"1 f'\@le -S-,}.._~''Y h"1ne--S m.\z kae 1C~Ccm<A.t>e ,tt.\, \=£ .. 301'1¢0 Name of Project (if applicable): ~k ~n,,e. \\c-,roes ff -t D1 4 ~ if-~h ~ ff-&-7 Legal description: Lot(s) Block Subdivision ________ _ Section ___ Township ___ Range __ _ Future Land Use and Zoning designations: t1--1 D c:.Q Lfd % ) L{ f1 -as B 'IS7K9 3 /1 -d.lo c)L/5 7lf<1tl If -~? BlfS7f!'l.{' Owner and Applicant Information: A-.J m eol. l.U'y\ .De 1'5 ·• t y R L'.5. ; de nl. ·, al .£_I am the property owner. __ I am a tenant. (Attach notarized letter of authorization). __ I am authorized agent other than a tenant: (Attach Written Power of Attorney) Owner(s)Name: Sber-c~ L b.c_ ~o6,·,c.,\;_ Lee~\es · Mailing Address: Moo \:\e>\-b o' =-:b r\ ve.. \Co....pe-C~ uc£aJ 1 Ft_~~CJ Phone number(s): .30 \-'fJL(-0 10 7 Email(s): ht-eee !nFff.uzeR Co rn Authorized Agent Information (If applicable): Name of Authorized Agent: __________________ _ Mailing Address: _____________________ _ Phonenumber(s): _____________________ ~ Emall(s): ________________________ _ PD -Special Exception Application -101411 Page3 City of Cape Canaveral SPECIAL EXCEPTION Information Sheet -Cont'd I hereby attest that all information, sketches and data contained and made part of this request are honest and true to the best of my knowledge and belief. Signature of Applicant:---------------------- State of Florida County of _________ _ Sworn to and subscribed before me on this ___ day of _________ _ 2011 by __________________ , D who is personally known, or D produced i.d. -Type of i.d. _______________ _ Signature of Notary:---------------------- Notary Seal: PD -Special Exception Application -101411 Page4 City of Cape Canaveral SPECIAL EXCEPTION Worksheet An applicant for a Special Exception is required to meet with the Planning Director prior to completing and submitting the application. The following worksheet will be used to evaluate the requested Special Exception. A Special Exception is a use that would not be appropriate generally or without restriction throughout the zoning district, but which, if controlled as to number, area, location, etc. would be appropriate. A Special Exception will promote the public health, safety morals, order, comfort, convenience, appearance, prosperity or general welfare of the neighborhood community. It is the applicant's responsibility to make a case for the requested special exception and this worksheet is the criteria by which the Planning & Zoning Board will make its recommendation and Board of Adjustment will make its determination. Nature of Soecial Exception and how 'J ·1~ di~ff'J fro~ ~k oppr0..eJ Sr. ~ Describe what you are proposing to do and why. Describe in writing and prepare site plans, floor plans, architectural renderings, photos, etc. as necessary to fully describe the Special Exception requested. Impact to surrounding properties 1. Is the proposed special exception compatible and harmonious with properties and uses in the surrounding area? Explain why. 2. Will the scale and intensity of the proposed special exception be compatible and harmonious with adjacent land uses? 3. Will the traffic generated, volume and type, adversely impact land use activities In the immediate vicinity? 4. Will the proposed special exception create any adverse impacts to other properties in the surrounding area? Address the creation of noise, light, vibration, odor, traffic, stormwater runoff, or other offsite impacts? 5. Will there be adequate screening, buffers, landscaping, and open space, etc. to mitigate any adverse Impacts of the SE? PD -Special Exception Application -101411 Pages NATURE OF SPECIAL EXCEPTION Currently said property is zoned commercial which dates back from early zoning at least twenty years ago. Currently it is surrounded by residential properties. I am requesting a special exception for residential use of the property to construct of 2-unit townhomes on 4 lots, for a total of 8 units. This request is congruent with its surroundings. ratl\ertfian 8 townhomes wlll be a positive Impact In the area due to the decrease in densjty of th proje . IMPACT OF SURROUNDING PROPERTIES 1. Being that the surrounding properties are of multi-family residential nature, this request is compatible and harmonious with adjacent properties. Yes, and even more harmonlu 2. The request is in keeping with the medium density codes and requirements therefore, the scale and intensity will not be a factor to the surrounding properties. Yes, with even less density. 3. Currently the property is sitting on an unimproved road with a cul-de-sac. The road can handle the volume and type of traffic that the townhomes will generate. No -less dimsity means less traffi 4. This special exception should not create any adverse impact to surrounding properties being there are currently only four houses on the road. Any noise, light, odor, vibration, traffic and storm water runoff will be nothing out of the ordinary of any residential development, and will subject to any and all restrictions and codes required. No -less d~nslty means less noise, lights, odor, vibration, traffic, and storm water rano 5. There will be adequate screening and buffers and landscaping required by any codes and/or to mitigate any adverse impacts. Yes City of Cape Canaveral SPECIAL EXCEPTION Worksheet -Cont'd 6. Will the size and shape of the site, the proposed access, internal circulation, and design enhancements be adequate to accommodate the proposed scale and intensity of the SE requested? 7. Are signs and exterior lighting designed and located so as to promote traffic safety and to minimize any undue glare or incompatibility with adjoining properties? 8. What are the hours of operation and how will they impact surrounding properties? Traffic and Parklna 9. Is there adequate off-street parking? 10. Is there adequate ingress and egress, with particular reference to auto and pedestrian safety and convenience, traffic flow, and emergency access? 11. What type and how much traffic will the SE generate? 12. Are there adequate loading and unloading areas? Public Services 13. Are there adequate utilities available including location and capacity? 14. Will the proposed Special Exception create any unusual demand for police, fire, or emergency services? 15. Will the proposed Special Exception have an adverse impact on public services, including water, sewer, surface water management, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities? 16. Is there adequate refuse facility for the use and is the dumpster properly located and screened? Miscellaneous Impacts 17. Will the proposed SE have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation, wildlife, open space, noxious and desirable vegetation, and flood hazards? PD-Special Exception Application -101411 Page6 Traffic and Parking 10. Yes, there is adequate ingress and egress. 11. Traffic generated will be consistent with the minimal amount of traffic normally generated by four single family homes. Public Services 13. Yes, there are adequate facilities available. 14. No, the special exception will not create any unusual demand for Police, Fire, or Emergency Services. City of Cape Canaveral SPECIAL EXCEPTION Worksheet-Confd 18. Will the proposed SE have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources? 19. Will the proposed SE have an adverse impact on the local economy, including governmental fiscal impact, employment and property values? 20. Will the proposed special exception have an adverse impact on housing and social conditions, including a variety of housing unit types and prices, and neighborhood quality? PD-Special Exception Application -101411 Page7 City of Cape Canaveral SPECIAL EXCEPTION Radius Package Instructions Order the •Radius Package" from the Brevard County, Planning & Development Department, Graphics Division, located at the Central Brevard County Property Appraiser's Office, Brevard County Government Center, 2725 Judge Fran Jamieson Way, Bldg. A, Room 114, Viera, Florida, 32940. Office hours are 8:00 a.m. to 5:00 p.m., Monday through Friday, except on holidays. Instructions: To order a radius package contact: Joanne Adams at (321 )633-2060, ext. 56085 or by Email: joanne.adams@brevardcounty.us. She will need the subject property(s) tax ID number, address or parcel ID. The radius package will include two lists of properties located within the 500 ft. boundaries of the subject property; and one (1) set of mailing labels. Joanne Adams will contact you when your radius package is ready for pick-up or mailed. The cost is $40.00. Brevard County will accept payment in the form of cash, check made payable to the Brevard County Board of County Commissioners, and credit or debit cards (except VISA). 'D :l'V; J °t) i c,~ Submit the complete radius package to Be11 y 81owt1, Planning & Zoning Director for further processing of your request. PD -Special Exception Application -101411 Page8 Page I of I http://map.bcpao.us/Images/Print/4663 l 732 _ BrevardCounty .jpg 9/25/2013 Ur .·p.111.tl h~. ~~1d ~I\' Brc~m.:; l.~ndmark Ti1le Ai?.er. .. ). Inc. JtlO E;l~· \11,.~r:-iM /; \.t:m..:~. Su1ti.· f > \.le T· · biJn<l. I 11':i~.h ~_:iQ' ~ l ilc ·um~cr: 13-11 R73 ,\ •• _ .. : .• 13~ CP ~ .. ~, f::j~, C..l.G~ '">R.~;.:. Gener· I V:lr anty Deed • ....... C: 1 I,. ' .... ii" _/1 ..:.'J p ). J)' A '\;THO~'\ Y Fil.LI<. fllO untl C.\ ftt[ RI. t:: f 1l.LICH1(1. ltillh~nd a~d "'ifc . • , ,, ..... r-.dil:n~ ~dJr~')~; .. 6 \·1ir, .. '.t'O;.J t{.:-' .• ·;, i,·1~~:; . Fl ~3~''!1 • ... ·r(~i .•f:\.·r 1..11!;...o ti· _ _j.U o. t • ~1H:UCH'A. 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I 'otar) PubUc l"rir:1'.ari1r: ___ _ f, L;I .~i\ \., ,\...J1;11L l":cl!\\,.h ·:. .u · I.''· ... n l... \ @fttic go Title lnsuranc£ Parce:I # 1 EXHIBIT "A" Ore,'!· No .. 4407995 .:'.ustorr:e: Rekre'.'.C-. 13-11373 A Commenct:! a the Northeast ·:orner of Lot 8, according to the Plat of Tutens Subdivisi on recorded in Plat Boo" 1, page L.2, of tne Public r.coros of Ar2v21rd Count ', Florida. rhence run S.00° 54'2Q" E along tl1 fast 1111 of said Lut B, a oistan~c Jf 66.00 ~eel, ~h · ;ic : run . .J .89° 38'33"V and parallel o the North line of said Lot 8, a distance of 510.10 ft. to the Poi nt of Beginning; Thence continue along ~ai d '.ir.e d distance oi 80.0J feet, t!lenc.:: run r-:.00° 54'2." W a distance '.)I 1-::8 .50 feet , ~hcnc .: run S89° :3' t=. a distance cf tl0.00 ree .. , then«: ;un ::.OU"~..;. L':?" Ea rl is ance of 128.SC. fee:t to the Point of Beginning . Comm8nce at t ile Northeast corner of Lot B, according to the Plut of Tutens Subdivision recorded in Pl.:it boo. 1, pag~ 22, uf h~ Puolic Rec..:irds Jf ~rt~vo rd Cuu•1ty, F1oridd. i nt:!flCt:! run .U0° 54'L9" t.: alonq tne :...ust 1ine uf c:nid Lot 8 , a dis ullL.:! u1t t,.GG1 ·ct, thenc:: r n ! 1.39" 18'33" Van paralle! to the North line uf :,aid Lot B, a distance cf 590.10 feet to the Point of Beginning; Thence continue alc;n sa i l 'ir.e u di:; ;::ncl! of 116.20 fc t, Lioenc·:: 1ur1 I~. v ~ :.,a 2Y' '.\'::: Jista:-1ce c,f 128.50 feec, th".:!.1c2 r;J n ::.. 8S" ·~s J3"E a d is~ar1c.> of 'lo.20 f.:et, tn"!n...:e ru1 1 S. J0° :i4.'~9 " E. -, •Jist<.r • .::•..; of 128.~0 feet tu tne Point of Beginning. Parcel :? Corr.me nc~ at the Northeast corner of Lot B, according to tne t-lat uf Tuten.· Subdivision recorded in , l~t G".>'.'J~· l, p::!ge 27'., of :ie 1-'ub~ic kccords of t3rcv rd .:::iu.1ty, Flor:dc.l. The11ce run :;;_ 0 ° 54 '.?.9 " E along t'l~ r:as .. lin12 .:>f -3;d t_;:,t 1:3, <J Jisrnnce of r .... ,,c.c f<~Pt, the .CE: :un N. t•::.~ :::8'33" ".' m, par..ill2i to the Nortl1 line 0 1 said Lot B, a distanc of 706.30 feet to Lile Point of Beginning; Thence continue alo11 g said line a cfr::ta'1c~ of 80.00 fel"t, thence run N. 0~" ~.-+''?.9° W ·1 d:sta:1C(. of ~23 .50 fee :, t <.rlC" !Un<.::. 89· 38 ~3" :'. J di·tm:cc C~ ot.:1Q 'C!E:t, lh~:1 cc; :·un .5 .0'l' 5~')9" E: a d1Sttl llC~ of :'..2 '.50 r ct ·c th..: Potr1 uf Bcg1nr ing. ~ re .I " ··+ Commence at t he Northeast Cv!"n er of Lot B, dCcording to the Plat of Tutens Subdivision recorded in Pl2t t3c.o,< 1 µ:igt! ~2 . ot' thtc Pi•blte <.ecords ...,; h:-ev~·~d Coun,/, i lonJ::i. ·1,,e:i-:<: ~.JI• ::i. OU'· S·+ 2'.J E nlonq th..! Et;_ linP. of :a1.j ~''LL. -d1r.t-:rnc1: ·f :j.J.1)0 :eet, t h2.1.:1~ run '.J. 89.:> 3R'3 3" 'N i'lnd par:.iil el to the North line ot said Lot B, a distance of 786.30 feet to he Point of Beginning; Thence co ntinue alone snid line a distarice of 9· .1)0 ~eet, the:i<e :-u'1 N.n~0 51'29" './'' 3 c'i3ti'lnc:? "f 1i2.00 fe_ ·, tl;en .:~; .. :3 . :!".1° -;:r3~" F.., ci -·::.;,ar,.:8 ;:,f'J;, . .;(; fe ~l, l"1 U'\C.:. ·ur. ~-;. ru~ J.,-·;~. ;..: u j 1::;tunce c,f 112.0u re >t ,Q he ?01nl of i::~E:~ll1 1l iil\:j . Copyright American land Title Association. All rights reserved. T!,e use c.i !h:, F')rm ii. •cstrictcd lo Pl TA hc<!l'ISc~s an'.i l\LTA rri!mb·'·s .'1 ~:Jf''.l ,•;~u • g :i•· of t1 .- <J ,t; t .. ~~ fll, •'th. r uses <ir~ pr•,t .D•t~d '< •printei ur.c .. -~,,_'fr' IT. tne 1~r:· .;r. ;:in L:>~. ! ··t: . 5SG ... ~:c., A:..-:A :l'T''T.itn1e'.:I i6/17,J6) :wl'.h F1.. !Jic-dif.::at :Kl ·) - :; rf 4 RADIUS MAP FILUCHIO, ANTHONY abeles500 7 42 I.-- 125 t__I_ -- 'I I 1 88 OAK MANOR-OR. - ,~~~~~~~--~~~~~~~ 25 1 :4,800 or 1 inch = 400 feet Buffer Distance: 500 feet This map was compiled from recorded documents and does not reflect an actual survey. The Brevald County Board of County Commissioners does not assume responsibility for errors or omissions hereon. SHOREWOOO DR TIN ROOF AV Subject Property C.=J Notify Property C:=J Parcels Produced by the Brevard County Planning and Zoning Office -GIS Section Date: 718/2013 •111111 1 JOHN A. PEKAR, P.E., LLC Civi I Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 September 4, 2014 TO: FROM: SUBJECT: David Dickey John A. Pekar, PE DRC Meeting, September 10, 2014 Oak Lane Discussion Points Project#: 13-0029 GENERAL With upcoming requests for home development along Oak Lane, several health and public safety questions are present. Oak Lane is a substandard 50 ft. right of way owned by the City, which has some existing homes along its north side. A brief site inspection ofthis system on November 19, 2013 is attached. Improvement costs to City standards have been estimated at between $300,000 to $400,000. (These costs do not include any right of way for a detention basin.) Key discussion points for DRC staff are: 1. What minimum standards are needed by the Fire Department? 2. Can the roadway be developed with shared costs with developer? 3. Could City storm drainage be added through stormwater utility fund? If so, should interim designs be allowed by developer? 4. Other key issues include: a. Sidewalks b. Street lighting c. Fire hydrants d. Cul-de-sac construction e. Pole relocation Page 2 September 4, 2014 f. Mitigation issues for detention system g. Garbage pick up h. Potable water i. Re-use 5. Possible coordination with N. Atlantic drainage designs. 6. Other items from staff. 7. General consensus for moving forward. Sincerely, John A. Pekar, P.E. JAP:rmf cc: Todd Morley Jeff Ratliff Oak Lane DRC Meeting Discussion Points 111 1 November 21, 2013 TO: FROM: SUBJECT: Barry: JOHN A. PEKAR, P.E., LLC Civil Englneerlng/Consultlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe ronitlowe@gmail.com Office Manager Cell Plume: 321-403-9899 Barry Brown John A. Pekar Engineer's Estimate of Probable Costs Oak Lane Roadway Project#: 13-0029 Per your request, I have performed an Engineer's Estimate of Probable Costs for the development of a roadway on Oak Lane (see attached). Potential design alternatives might include: Alternatives • Sidewalk only on one side • Reduce roadway widths to 10' lanes • Hold asphaltic paving until later • Reduce sewage system to only townhouses (reduces line length and manholes) • Design infiltration drainage system (need more field testing for this one) • Hold landscaping/re-use line • Develop cost sharing with developers (Can a shared detention system be used for Oak Lane and 3 acre development?) Note: Existing Oak Lane does not even meet Fire Codes of City. Sincerely, John A. Pekar, P.E. JAP:rmf Potential Cost Savings $20,000 $5,000 $18,000 $30,000 $18,000-$20,000 (if it can work) $20,000 Unknown 3/23/2016 Road project 1 message Brandon Shugart <brandon.shugart@gmail.com> To: John Pekar <johnpekarpe@gmail.com> Hi John, Gmail -Road project John Pekar <johnpekarpe@gmail.com> Tue, Mar 22, 2016 at 7:41 PM Good afternoon. I'm back in the country now and trying to get caught up on all the work while I was in Belize for a week, and three days longer than planned. When will be a good time to discuss the road project you told me about last week. Can you send me a Google Earth .kmz file showing the project area, or a brief description of where the project is located? Very existed to work with you. Talk to you soon. Brandon Shugart 904-460-54 75 3-?~-I(, Ko-vi~ L~~.s. pt't:...fc.1~ poc..k-~t"' ~ 5-('c.-.J •V\ p;cc.c.a e-( .$SA Svf\Jcl ~ '1 c:::.:r"' J ?.-) CLc,.,.',c.-R v1c0 7 ~e-f: L 11 >.? Cop\~ 1. t-k-4 ec...,..c..J!> (VlLw '/ I h. c Wl c ~ .,.. s ~ ~ V\Ll 0 r\l \T\c ,· r to~-.:.) /4 .) 5 t:c.r t"-<--t w cJ r \( ( w'.~<:11..tl-c." ~.+-~ J G.) / t.) J Mc--~k t"'--VV). cJY\ C-'t a. W\ 0 () h-J- \_...)(. \ 1strJ ~ 13 _,.. Cvt tJ evt..-- +V\, ct:-e-L.. +t:-.s/£.- 5cvi-J C.c..rl ~(,"-' S~c:I--£) .. ~ ~ f l"v~cr~uL~ V'l> ~ L) '-"'\. P" +a(. { VVlt> ~ \L &"-"\ ,;; lt--c..td" -0 vi \1. e>t\.l StJLvJ t.-\,\:'.. J https://mail.google.com/mail/u/O/?ui=2&ik=ccd1e79234&vi&H=pt&search=inbox&th=153a0b40ee7b3243&siml=153a0b40ee7b3243 1/1 January 19, 2005 Mr. Ed Gardulski City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920-0326 RE: SSA Fee Proposal for Oak Lane Roadway I Permitting Designs Dear Ed: Per your request, Stettler Stagg & Associates, Architects, Engineers, Planners, Inc. (SSA) is pleased to present our engineering design and permitting proposal for Oak Lake improvements within the City of Cape Canaveral. In general, this design work will include: • Obtaining field topographic, rights-of-way and location surveys. • Paving and drainage designs for approximately 700.±. liner feet of roadway. • Design of drainage infiltration system for stormwater runoff. • If right-of-ways are adequate, design a sidewalk (one side only). • No street lighting or landscaping are proposed for this work. Based on the above, our specific Scope of Services includes the following: SSA SCOPE OF SERVICES Task 1 -Field Surveys SSA will perform topographic, rights-of-way, and location surveys for the design project. Surveys will provide the design data within the 700.±. liner foot roadway area and include additional surveys for adjacent business areas at the North Atlantic Ave/Oak Lane intersection . Task 2 -Roadway/Drainage Designs SSA will coordinate with City staff and western property owners to establish design criteria for roadway and drainage designs. As rights-of-way is limited, SSA will evaluate an infiltration drainage system for the roadway segment. A soil investigation will be required for this design and is included by SSA in this task. Task 3 -Regulatory Permit Applications SSA will prepare a permit application for the St. Johns River Water Management District (SJRWMD) and a second permit application for a Brevard County Driveway permit tying to North Atlantic Avenue. All permit application fees will be paid for by the City. Task 4 -Certification of Drainage \Jpon completion of the construction and receipt of record drawings SSA will certify the onstructed drainage system. "1op\cb projects\proposal\city of cape canaveral\2006 proposals\p-ga.-dulski oak lane roadway.doc Mr. Ed Gardulski January 19, 2006 Page 2 SCHEDULES AND FEES SSA Fee Proposal -Oak Lane Schedules: Upon receipt of written authorization to proceed SSA will begin work within fifteen (15) working days. Approximately 30 days will be required to complete Tasks 1 and 2. Final schedules will be set following submission of regulatory permit application. Fees: SSA's fee for this work will be as follows: Task 1 -Lump Sum Fee of $5,500 Task 2 -Lump Sum Fee of $8,500 Task 3 -Lump Sum Fee of $4,500 Task 4 -Lump Sum Fee of $1,500 Total Lump Sum Fee of $20,000 Print costs for five (4) sets of construction drawings are included in the above fees. Additional printing will be billed to the City at our cost plus 15%. Fees will be billed monthly based on a percentage of work completed and payment will be due within fifteen (15) days of receipt. Additional work authorized in writing by the City that is not specifically included in this proposal, such as follow-up coordination work with land owners, additional City meetings, permitting RAl's, record surveys, legal descriptions and sketches, easement acquisition, etc., will be deemed as additional services upon City's written authorization to proceed and will be billed at SSA's standard hourly rates or negotiated as a lump sum prior to beginning work. Out-of-pocket expenses for hourly work and additional printing will be billed with a fifteen percent (15%) mark-up. Compensation rates are based on ordinances, regulations and procedures in force on the execution date of this Agreement by the appropriate governing bodies having jurisdiction over the project. Any significant modification in these ordinance, regulations, procedures, etc. shall be justification for re-negotiation for the compensation due to the Consultant for the work involved. It is understood that any and all professional liabilities incurred by SSA throughout the course of rendering professional services on this project shall be limited to a maximum of the net fee received by SSA, not including reimbursable expenses and sub- consultants, for all services rendered on the project. Should it become necessary to obtain a third party to collect our fees for services, the City hereby agrees to pay all costs of such collections including Attorney's fees. The City and SSA respectively bind themselves, their partners, successors, assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all c:\users\roni\desktop\cb projects\proposal\city of cape canaveral\2006 proposals\p-ga-dulski oak lane roadway.doc -.. Mr. Ed Gardulski January 19, 2006 Page 3 SSA Fee Proposal -Oak Lane covenants to this Agreement. Neither the City nor SSA shall assign, sublet or transfer any interest in this Agreement without the written consent of the other. The terms and conditions of this proposal are effective through March 20, 2006. Acceptance after this date may necessitate increased fees or altered conditions. Ed, your authorization of this proposal can be accomplished by the appropriate City signature below and our receipt of a signed copy. SSA is looking forward to working with the City on this project in Cape Canaveral. Sincerely, Stottler Stagg & Associates Architects, Engineers, Planners, Inc. John A. Pekar, PE Vice President JAP:jls c:\userslroni\desktop\cb projects\proposal\city of cape canaveral\2006 proposals\p·Q<K"dulski oak lane roadway.doc A C C E P TA N C E: TITLE: DATE: March 4, 2002 Mr. Ed Gardulski City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920-0326 RE: SSA Fee Proposal for Field Survey Proposed for Oak Lane Dear Ed: Per your request, Stottler Stagg & Associates, Architects, Engineers, Planners, Inc. (SSA)is pleased to present our fee proposal for field surveys at Oak Lane. SSA'~ specific scope of services will include: SSA SCOPE OF SERVICES Task 1 -Stake Right-of-Way of Oak Lane: SSA will stake the north and south right-of-way lines for Oak Lane and prepare a record survey map with sanitary sewer manholes located and set corners on sewer esement. SCHEDULES AND FEES Schedules: Upon receipt of a City Purchase Order, SSA will start work immediately. Approximately ten ( 10) working days are estimated to complete Task 1. Fees: SSA's fee for Task 1 will be a lump sum of $2,200.00. Print costs have been included in the lump sum fee. Fees will be billed upon completion of the work and payment will be due within thirty (30) days of receipt. Additional work authorized in writing by the City that is not specifically included in this proposal will be deemed as additional services upon City's written authorization to proceed and will be billed at SSA's standard hourly rates or negotiated as a lump sum prior to beginning work. Out-of-pocket expenses for hourly work and additional printing will be billed with a fifteen percent (15%) mark-up. Compensation rates are based on ordinances, regulations and procedures in force on the execution date of this Agreement by the appropriate governing bodies having jurisdiction over the project. Any significant modification in these ordinance, regulations, procedures, etc. shall be justification for re-negotiation for the compensation due to the Consultant for the work involved. It is understood that any and all professional liabilities incurred by SSA throughout the course of rendering professional services on this project shall be limited to a maximum of the net fee received by SSA, not including reimbursable expenses and sub-consultants, for all services rendered on the project. Should it become necessary to obtain a third party to collect our fees for services, the City hereby agrees to pay all costs of such collections including Attorney's fees . c:\users\ronildesktop\cb projects'!>roposal\city of cape canaveral\2002 proposals'!>-ga-dulski revised oat lane field survey.doc Mr. Ed Gardulski March 4, 2002 Page 2 SSA Fee Proposal Oak Lane Field Survey The City and SSA respectively bind themselves, their partners, successors, assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants to this Agreement. Neither the City nor SSA shall assign, sublet or transfer any interest in this Agreement without the written consent of the other. The terms and conditions of this proposal are effective through April 15,2002. Acceptance after this date may necessitate increased fees or altered conditions. Ed, your authorization of this proposal can be accomplished by the appropriate City signature below and our receipt of a signed copy. SSA is looking forward to working with the City on this survey project in Cape Canaveral. Thanks. Sincerely, Stottler Stagg & Associates Architects, Engineers, Planners, Inc. John A. Pekar, PE Vice President JAP:jls AC C E PT A N C E: TITLE: _______ _ DATE: _______ _ c:\users\roni\deslctop\cb projects\proposallcity of cape canaveral\2002 proposals\p-g~dulski revised oak lane field survey.doc February 25, 2002 Mr. Ed Gardulski City of Cape Canaveral 105 Polk Avenue Cape Canaveral , FL 32920-0326 RE: SSA Fee Proposal for Field Survey Proposed for Oak Lane Dear Ed: Per your request, Stottler Stagg & Associates, Architects, Engineers, Planners, Inc. (SSA)is pleased to present our fee proposal for field surveys at Oak Lane. SSA's specific scope of services will include: SSA SCOPE OF SERVICES Task 1 -Stake Right-of-Way of Oak Lane: SSA will perform a right-of-way survey for Oak Lane and prepare a right-of-way map for the City. Task 2 -Boundary Survey: SSA will perform a boundary survey for Tax Parcel 24-37-14-27-A.01 as described in Deed Book 273 Page 254 approximately 3 acres at the west end of Oak Lane . A map will be furnished to the City. SCHEDULES AND FEES Schedules: Upon receipt of a City Purchase Order, SSA will start work immediately. Approximately ten (10) working days are estimated to complete Tasks 1 and 2. Fees: SSA's fee for Tasks 1 and 2 will be a lump sum of $2,500.00. Print costs have been included in the lump sum fee . Fees will be billed upon completion of the work and payment will be due within thirty (30) days of receipt. Additional work authorized in writing by the City that is not specifically included in this proposal will be deemed as additional services upon City's written authorization to proceed and will be billed at SSA's standard hourly rates or negotiated as a lump sum prior to beginning work. Out-of-pocket expenses for hourly work and additional printing will be billed with a fifteen percent (15%) mark-up. Compensation rates are based on ordinances, regulations and procedures in force on the execution date of this Agreement by the appropriate governing bodies having jurisdiction over the project. Any significant modification in these ordinance, regulations , procedures, etc. shall be justification for re-negotiation for the compensation due to the Consultant for the work involved. It is understood that any and all professional liabilities incurred by SSA throughout the course of rendering professional services on this project shall be limited to a maximum of the net fee received by SSA, not including reimbursable expenses and sub-consultants, for all services rendered on the project. Should it c:\users'JonMesktop\cb projectslproposal\city of cape canaveral\2002 proposals\p-ga-dulski oak lane field survey.doc Mr. Ed Gardulski February 25, 2002 Page 2 SSA Fee Proposal Oak Lane Field Surveys become necessary to obtain a third party to collect our fees for services, the City hereby agrees to pay all costs of such collections including Attorney's fees. The City and SSA respectively bind themselves, their partners, successors , assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants to this Agreement. Neither the City nor SSA shall assign, sublet or transfer any interest in this Agreement without the written consent of the other. The terms and conditions of this proposal are effective through March 30 ,2002. Acceptance after this date may necessitate increased fees or altered conditions. Ed, your authorization of this proposal can be accomplished by the appropriate City signature below and our receipt of a signed copy. SSA is looking forward to working with the City on this survey project in Cape Canaveral. Thanks. Sincerely, Stottler Stagg & Associates Architects, Engineers, Planners, Inc. John A. Pekar, PE Vice President JAP:jls A C C E P T A N C E: TITLE : _______ _ DATE: c:\users\roni\desktop\cb projects\propcsal\city of cape canaveral\2002 proposalslp-g..-dulski oak lane field survey.doc August 10, 1999 Mr. Bennett C. Boucher City Manager City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920-0326 RE: SSA Fee Proposal for Extension of Oak Lane • Paving, Drainage & Utilities, Cape Canaveral, FL Dear Ben: Per your request, Stottler Stagg & Associates, Architects, Engineers, Planners, Inc. (SSA) is pleased to present our fee proposal for designs to extend Oak Lane approximately 900.:!:, ft. to the west. This design improvement will include coordination of the existing phone and utility lines along with the paving of the existing dirt road segments of Oak Lane. In general, work tasks will include the survey of Oak Lane to determine existing topography, and present road widths being used. Existing above ground items will be located and buried utilities will be located by City record drawings. As a part of the utility designs, new water line will be extended along Oak Lane from North Atlantic Avenue to the Canaveral River. A gravity sewer line will also be designed along these same limits. SSA's specific scope of services includes the following : SSA SCOPE OF SERVICES Task 1 -Preparation of Preliminary Designs: For this initial task, SSA will review the site and available record drawings for Oak Lane. Preliminary drawings will be prepared showing proposed utility locations and typical sections. These concepts will be reviewed with City staff for development of construction drawings. Task 2 • Field Surveys: SSA will perform both a topographic and location survey for the design of Oak Lane. Determination of design widths for the roadway will be coordinated with the City staff by agreeing to flagged stakes placed in the field. Some surveys on existing residences will also be made to determine future sewer lateral designs, as well as tie-in locations to the City's sanitary systems. Some record elevations of the paved portions of Oak Lane will also be obtained. Ground water levels (for designs) will also be determined by SSA. Task 3 • Design Drawings: SSA will prepare construction design drawings for Oak Lane which will include the following elements: • Determine useable right-of-way with City • Paving designs • Water & sewer designs for main lines (laterals are not included in this scope) • Sig ning and marking plans • Drainage designs Drawings will be reviewed with City staff at the 60% and 90% completion levels. As a part of the designs, SSA will prepare technical specifications for the improvements and also prepare an Enginee~s estimate of probable costs for the work. Task 4 ·Permits: SSA will prepare permit applications for the DEP and SJRWMD as necessary for the Oak Lane proposed construction. (Application fees will be paid for by the City.) c:\users\roni\desktop\cb projects\from st2 -old projects\unknown\civil\joansd\civil\projectslproposal\p-boucher oak lane.doc -. Mr. Bennett C. Boucher August 10, 1999 Page 2 SCHEDULES AND FEES SSA Fee Proposal -Oak Lane Schedules: Upon receipt of written authorization to proceed SSA will complete Tasks 1 and 2 within thirty (30) working days. Following City review of the preliminary designs (and approval) SSA will complete the construction drawings within another thirty-five (35) working days. Permit applications will be started at the 90% level. Fees: SSA fees will be as follows: Task 1 -Lump Sum Fee of $4,400.00 Task 2 -Lump Sum Fee of $3,500.00 Task 3 -Lump Sum Fee of $6,000.00 Task 4 -SSA's City Hourly Rates Not to Exceed $3,000.00 for the three (3) applications Print costs for final drawings (and documents) will be billed to the City at SSA's cost plus a 15% mark-up. Fees will be invoiced once a month based on a percentage of work completed (plus any hourly permit work) and will be due within 30 days of receipt. The City of Cape Canaveral and SSA respectively bind themselves, their partners, successors, assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants to this Agreement. Neither the City of Cape Canaveral nor SSA shall assign, sublet or transfer any interest in this Agreement without the written consent of the other. The terms and conditions of this proposal are effective through October 1, 1999. Acceptance after this date may necessitate increased fees or altered conditions. Ben, we are looking forward to working with the City on this project. Sincerely, Stottler Stagg & Associates Architects, Engineers, Planners, Inc. John A. Pekar, PE Vice President JAP:jls cc: Pat Dwyer AC C E P T A N C E: TITLE: _________ _ DATE: __________ _ c:\users\roni\desktoplcb projects\from st2 -old projectslunknownlcivilljoansdlcivil\projects\proposal\p-boucher oak lane.doc Mr. Craig Stewart Cape Canaveral Realty 102 Columbia Drive, Suite 106 Cape Canaveral, FL 32920 RE: SSA Fee Proposal for Surveying Services on Official Records Book 5282, Pages 1100, 1101, 1102 and 1103, City of Cape Canaveral, Brevard County, Florida Dear Craig: SSA is pleased to present our following fee proposal for a Boundary and Topographic Survey on Official Records Book 5282, Pages 1100, 1101, 1102 and 1103 of the Public Records of Brevard County, Florida. The work will performed to the Minimum Technical Standards as set forth by the Board of Professional Surveyors and Mappers in Florida Administrative Code 61G17. SSA's specific scope of work proposed for this project is as follows: SSA SCOPE OF SERVICES Task 1 -Field Work: Based on the above Legal Descriptions, SSA's field crews will perform a field boundary survey, locating existing improvements, access points to adjoining roadways, property corners and fences. Encroachments if any will be shown. Running parallel with the field boundary survey a field topographic survey will be performed, showing the elevations of the adjoining roadways, adjoining properties, site elevations, and above ground utility locations. Task 2 -Office Work: Upon completion of the field work, calculations will be made to determine the boundary limits. The field work will be computed and processed with a Map of the Boundary and Topographic Survey prepared. Three (3) signed and sealed copies of the Boundary and Topographic Survey will be provided. Certification to appear on the survey can be provided to SSA prior to delivery. If the client has any knowledge of existing rights, easements or rights of way by others, this data should be supplied to SSA, so that it will appear on the face of the survey. After the final boundary calculations a preliminary plat exhibit will be prepared, (using town-house style lots), for the clients review. After the preliminary review by the client, adjustment to the proposed lots if any will be made and a plat prepared for review by the City of Cape Canaveral. SSA anticipates one review by the city in this proposal. Permanent Reference Monuments will be set along the corners of the plat boundary and iron rods will be set at the lot corners. SCHEDULE AND FEES Schedule: Upon authorization SSA will complete the Surveying Tasks within 30 (thirty) working days of signed authorization to begin survey work. Adjustments may be necessary due to inclement weather. Fees: • SSA will perform Tasks 1 and 2 for a lump sum fee of $6,000.00. SSA's work will be invoiced based on a percentage of work completed and will be billed monthly with payment due within fifteen (15) days of receipt. Interest of 1 % per month will be billed on accounts unpaid after 30 days. SSA, if required, will provide prints, at our cost plus 15%. Additional work authorized in writing by the Client that is not specifically included in this proposal such as, offsite drainage studies, construction staking, restaking of the survey comers, civil engineering, etc. will be billed at SSA's standard hourly rates or negotiated as a lump sum prior to beginning work. Out-of-pocket expenses for hourly work and additional printing will be billed with a fifteen percent (15%) mark-up. c:\users\roni\desktop\cb projectslproposal\2005 proposals\p-craig stewart bndy and topo oak lane canaveral.doc Mr. Craig Stewart October 14, 2005 Page 2 Official Records Book 5282, Pages 1100, 1101, 1102 and 1103 Compensation rates are based on ordinances, regulations and procedures in force on the execution date of this Agreement by the appropriate governing bodies having jurisdiction over the project. Any significant modification in these ordinance, regulations, procedures, etc. shall be justification for re-negotiation for the compensation due to the Consultant for the work involved. It is understood that any and all professional liabilities incurred by SSA throughout the course of rendering professional services on this project shall be limited to a maximum of the net fee received by SSA, not including reimbursable expenses and sub-consultants, for all services rendered on the project. Should it become necessary to obtain a third party to collect our fees for services, the Client hereby agrees to pay all costs of such collections including Attorney's fees. The Client and SSA respectively bind themselves, their partners, successors, assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants to this Agreement. Neither the Client nor SSA shall assign, sublet or transfer any interest in this Agreement without the written consent of the other. The terms and conditions of this proposal are effective through October 31 , 2005. Acceptance after this date may necessitate increased fees or altered conditions. Craig, your authorization of this proposal can be accomplished by your signature below and our receipt of a signed copy. We are looking forward to working with you on this project. Sincerely, Stottler Stagg & Associates Architects, Engineers, Planners, Inc. John A Pekar, PE, Senior Vice President DRJ:jls cc: Kim Kelly, Joan Sottoriva A C C E PT A N C E: BY: __________ _ TITLE: DATE: c:\userslroni\desktop\cb projects\proposal\2005 proposalslp-craig stewart bndy and topo oak lane canaveral.doc 11111 March 22, 2016 Jeff Ratliff Deputy Director JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe ronitlowe@gmail.com Office Manager Cell Phone: 321-403-9899 City of Cape Canaveral Public Works Services 601 Thurm Boulevard Cape Canaveral, FL 32920 Re: Engineering Proposal for Design and Permitting Oak Lane Dear Jeff: Per City request, we are pleased to present our engineering design/permitting proposal for the paving and drainage of Oak Lane in Cape Canaveral. The existing conditions for this City 73 0 ( +/-) foot road, reflect a 5 0' right of way, dirt stabilized travel way, with a potable water line along the south and a sanitary sewer line along the north. A boundary survey may exist for Oak Lane and is being researched by the City. If adequate, this boundary will be used in the design work. It is anticipated that some western property may be required for a small detention basin prior to discharging to the Central Ave. drainageway. The acquisition of necessary lands and related offsite work (such as surveys) will be addressed as an hourly support task in this proposal. The design of Oak Lane is somewhat unusual as City streets are typically constructed prior to houses being built. For this Oak Lane design, coordination with existing home owners will be part of the design. A residential street workshop is proposed showing home owners the preliminary design prior to the construction package being finalized. Our specific work tasks are as follows: Task 1: Field Surveys. Topographic cross sections will be taken across the Oak Lane right of way for design. Location surveys will also be taken to mark power poles, trees, driveways, etc., within the road right of way. Utility locations will be located by existing City construction drawings. If an adequate road boundary is not available, we will perform this work under the hourly portion of this proposal. Task 2: Soil Testing. Three soil borings will be taken along the 730' +I-Oak Lane existing roadway to determine roadway designs, current roadbed materials, shallow ground water tables (if present). Soil borings will be to a maximum of 6' (or l '-2' below water table) depths and include a soils report. Page 2 March 22, 2016 Oak Lane Engineering Proposal Task 3: Preliminary Roadway Designs. It is initially proposed that two 11' lanes be designed for Oak Lane along with one sidewalk and closed drainage system. The drainage system will require a small stormwater treatment basin and some City easements or right of way purchases are anticipated for final designs. Support of western land acquisition (if needed) will be performed by us under the hourly task. Following road cross section preparation, road grades, and initial drainage designs, a City team meeting will be held to review the package. Task 4: Resident Street Workshop. A workshop for residents of Oak Lane will be held to review the proposed designs. The City training room can be used, with notifications being given to the residents by the City. Task 5: Final Designs. Following review comments from both the City team and street residents, the construction drawing package will be finalized. The acquisition of a western stormwater treatment basin (approximately 114 acre) may delay this task. It is anticipated that the construction drawings will include: • Cover Sheet • Plan/Profile • Typical Sections • Cross Sections • Drainage Basin Design • Erosion Control Sheet Task 6: Preparation of Regulatory Permits. Depending on no western wetland impacts, a self determination permit might be possible. Otherwise an individual SJRWMD permit application will be prepared (includes joint ACOE permit). All permit application fees will be paid by the City. This work will require an environmental review of the offsite property and include an early site view with the SJRMWD. Task 7: Construction Bid Package. Following regulatory permits, a construction bid package will be prepared for Oak Lane. This will include an engineer's estimate of probable costs, bid instructions, special provisions, technical specifications, and general conditions. Task 8: Optional. Hourly task in support of offsite work. This task will include offsite owners meetings, offsite surveys, possible environmental surveys, soil testing, drainage designs, etc. Boundary, topographic and legal documents will also be required for any off site acquisition of land. This work will be performed by us per City direction, and at our standard City hourly rate. If subconsultant services are required, we will provide the City with their hourly rates prior to starting work. Schedules and Fees: Schedules: Upon written authorization to proceed, we will start work within five (5) business days. Initial Tasks 1 and 2 are anticipated to take approximately two weeks (if a boundary survey is available). An updated schedule for the project will be provided following Task 3. Due to offsite unknowns, the total project may require six (6) months to complete. Page 3 March 22, 2016 Oak Lane Engineering Proposal Fees for Tasks 1 thru 7 will be on a lump sum basis as noted. Task 8 will include possible hourly work per City direction. Work will be invoiced on a percent of completion basis and per our City contract. Any required hourly wok will first be coordinated with the City prior to start up. Task 1 Field Surveys $ 1,800 Task2 Soil Testing 1,600 Task3 Preliminary Design 4,550 Task4 Resident Workshop 300 Task 5 Final Designs 5,550 Task6 Prep. Of Reg. Permits 3,500 Task 7 Bid Package 1,200 TOTAL $ $18,500 Task 8 Optional (TBD) Hourly Jeff, this unpaved City road has had a long history, and where available, existing information will be considered in all design efforts. Coordination with the N. Atlantic Ave. intersection work along with the Central Ave. drainageway are all considerations. We look forward to working with you and City staff on this project. Sincerely, John A. Pekar, P.E. JAP:rmf OAK LANE DESIGN PROPOSED CONSULTANT COST BREAK OUT TASK# TOTAL FEE SUB JAP 1 Field Surveys 1,800 Brandon 1,000 800 2 Soil Testing 1,600 Ard am an 1,500 100 3 Prelim. Design 4,550 Brandon 1,550 3,000 4 Workshop 300 300 5 Final Designs 5,550 Brandon 1,000 4,550 6 Permits 3,500 Atlantic 1,500 2,000 7 Bid Package 1,200 1,200 18,500 6,550 11,950 Dana Blickley, CFA Brevard County Property Appraiser -MAP SEARCH [Home] !Appraise~sJob! [Appraisal Tools! !General Info! !Budget& Funding! !Assessment Caps! [Exemptions] [Online Filing! 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Parcel ID T 11 Locate I [[Printable Version I Map T 11 Pre\1ew I " Parcels Schools " RoadNames " Water I Update I Help Legend GolfCourses Libraries Sections Attention: The browser zoom level nmst be 100% for map- click to select the correct parcel 11111 August 11, 2015 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roni:flowe@gmail.com Office Manager Cell Phone: 321-403-9899 Mike German John A. Pekar, PE Oak Lane Drainage Review Based on a field investigation today of the two new homes constructed at the west end of Oak Lane (Parcels A.27 and A. I 0), we note the drainage systems have been constructed substantially in conformance to the approved City plans. At this time we recommend approval of a certificate of occupancy for each location. It should be noted, however, that without proper street construction of Oak Lane (and drainage outfalls), heavy rainfall will result in puddles around these properties. If you have any further questions please call. Sincerely, John A. Pekar, P.E. JAP:rmf ·111111 July 9, 2015 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe rooitlowe@gmail.com Office Manager Cell Phone: 321-403-9899 Mike German John A. Pekar, PE Oak Lane Drainage and Utility Plan Review Our review comments of the Oak Lane drainage and utility plans are as follows: 1. The shared drainage swale in the rear of the two (2) homes will require some protective easement or lot restrictions to ensure this drainage system will always be in place. 2. The rear swale should have a higher bank slope along the southern boundary, as overflow storm water could enter Ocean Gardens Wave Two lots, situated to the south. 3. With a higher southern bank height (5.75-6) storm overflows could be directed to the north via a side swale to Oak Lane. 4. Driveway slopes (and grading) should first be surveyed prior to concrete pour to ensure western flow. 5. Is a written agreement in place for Fire Dept. turnaround in the one driveway? Once the above comments are addressed and field work is complete, site work can be approved towards final C.O.'s. If you have any further questions please call. Sincerely, John A. Pekar, P.E. JAP:rmf w i ! i i i ! i ~ ~ I 11 9 I I~ I I I r Jj iii I '1' I i i ~ z ce::z l1:1) 11/20/13 Gmail -Oak Lane-cost estimate for impro-.ements John Pekar <Johnpekarpe gma1 com Oak Lane -cost estimate for improvements Barry Brown <B.Brown@cityofcapecanaveral.org> Tue, Nov 19, 2013 at 3:21 PM To: "John Pekar uohnpekarpe@gmail.com)" <johnpekarpe@gmail.com> Cc: Da\1d Greene <D.Greene@cityofcapecanaveral.org>, Jeff Ratliff <J.Ratliff@cityofcapecanaveral.org> John, Please pro\1de a preliminary (rough) cost estimate to improve Oak Lane to city standards including a cul-de-sac. I would like for us to be able to meet with Da\1d Greene end of this week or the first of next to discuss roadway, stormwater, and other infrastructure improvements. Thanks. Barry Brown Planning and Zoning Director City of Cape Canaveral, Florida b. brown@cityofcapecanaveral.org< mailto:b.brown@cityofcapecanaveral.org> (321) 868-1206 Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing. D winmail.dat 6K https://mail.google.com'mail/u/O/?ui=2&ik=ccd1e79234&1AeN=pt&search=inbox&th=1427206024c80c7d 1/1 IVr'\. 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" .. ,.. 1~.-.,1 .. ·~ ;_;;,-.. ~ .{ i J J '/ l < t :!: g . <I .)! . i ~ ~ • •, ' / " ' John Pekar From: Sent: To: Subject: Attachments: Good morning, Susan Juliano [S.Juliano@cityofcapecanaveral.org] Tuesday, September 09, 2014 10:07 AM Angela Apperson; Dave Sargeant; David Dickey; Gary Stepalavich; Gustavo Vergara; Jeff Ratliff; John Cunningham; John Pekar; Linda Moros; Lonnie Dunn; Paul Ring; Todd Morley DRC Meeting Discussion Items m-Dickey Oak Lane 09-04-14.pdf Please see attached memo from John Pekar on discussion items pertaining to tomorrow's scheduled DRC meeting. Thank you, 110 Polk Ave./P.O. Box 326 Cape Canaveral, FL 32920 Phone: (321) 868-1222 I Ext 15 Fax: (321) 868-1247 s.juliano@cityofcapecanaveral.org www.cityofcapecanaveral.org ANAVEAAL Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing. Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing 1 •111111 1 November 19, 2013 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe ronitlowe@gmail.com Office Manager CeU Phone: 321-403-9899 SUBJECT: Field Inspection -Oak Lane Project #13-0029 • Field Taped Existing Roadway -Varies 12-15 feet recycled asphalt shavings • Existing Power Poles from N. Atlantic Avenue to cul-de-sac. Four (4) poles on north side and One (1) pole on south side (To Be Relocated) • Cul-De-Sac: Approximately 55-57 foot circle; need 30' paved radius and 80' r/w circle. • Existing Road: 8-12" above adjacent properties. • Existing Driveways: 2-3 on north side (one looks like lot pull off), 2 on south side. (Not counting commercial drives at N. Atlantic, 2 more onto Oak Lane. • Some Trees: 2-3 Oaks (mitigation); smaller trees, brush to be cleared. • Sanitary Sewer goes out to N. Atlantic. • Photos taken of roadway. • Talked to Citizen Patrol: Have not seen historic drainage problems. Thanks. 4/f?_~'- John A. Pekar, P .E. JAP:rmf Dana Blickley, CFA roperty Appraise Brevard County, FL Map ~~opertie:J Real Estate Records Search I !Account I Owner Name Property Address [ Parcel Id J.----Mfil2-a-~-a-2lfilrifil12429673 jKREKELER, FREDDIE J 108 OAK LN 124-37-14-28-00000.0-000A.09 ./ IMfil21.MmM ifilrifil 12429667 jSPRING, ALICIA G 122 OAK LN 124-37-14-28-00000.0-000A.03 ../ IMID21Mm22ifilrifil12429677 jBEECHER, GERRY TRUSTEE 123 OAK LN 124-37-14-28-00000.0-000A.l 7 IMID21Mm22ifilrifil12429666 jLENNON, BERNARD M 126 OAK LN 124-37-14-28-00000.0-000A.021 v IMID21.Mm22lfilrifil12457893 ISHEROPA LLC 127 OAK LN 124-37-14-28-00000.0-000A.25 IMfil21.MmM lfilrifil 12457894 ISHEROPA LLC 131 OAK LN 124-37-14-28-00000.0-000A.26 IMID21.Mm22lfilrifil12457895 ISHEROPA LLC 135 OAK LN 124-37-14-28-00000.0-000A.27 ~ IMID21.Mm22lfilrifil12429674 ISHEROPA LLC 139 OAK LN 124-37-14-28-00000.0-000A.10 / .. .... .,,,,, . ' . . . -. ·-' I • . ~ .rt' r • ,..... . . I I . ' ' ,• . . o;~" , ._,.,----"""" 0 I ---.-~~~riv_ / -~ --·--.. \" ~ ' ' .... . l•--o--\' \ 4'" o' .. ,/' ~" ' I • :-' l . ,• ( ,. ' , . , ' ,, "''· _..... t • 'If'./ -f 11/20/13 Gmail -Oak Lane-cost estimate for improwments John Pekar <Johnpekarpe a,g a co Oak Lane -cost estimate for improvements Barry Brown <B.Brown@cityofcapecanawral.org> Tue, Nov 19, 2013 at 3:21 PM To: "John Pekar Oohnpekarpe@gmail.com)" <johnpekarpe@gmail.com> Cc: Da'v1d Greene <D.Greene@cityofcapecanawral.org>, Jeff Ratliff <J.Ratliff@cityofcapecanawral.org> John, Please pro'v1de a preliminary (rough) cost estimate to improw Oak Lane to city standards including a cul-de-sac. I would like for us to be able to meet with Da'v1d Greene end of this week or the first of next to discuss roadway, stormwater, and other infrastructure improwments. Thanks. Barry Brown Planning and Zoning Director City of Cape Canawral, Florida b. brown@cityofcapecanawral.org<mailto: b. brown@cityofcapecanawral.org> (321) 868-1206 Florida has a wry broad public records law. As a result, any written communication created or receiwd by the City of Cape Canawral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing. D winmail.dat 6K https://mail.google.com'mail/u/O/?ui=2&ik=ccd1e79234&\ifN'Fpt&search=inboY&th=1427206024c80c7d 1/1 11 June 5, 2014 TO: FROM: SUBJECT: David: JOHN A. PEKAR, P.E., LLC Clvil EnglnHrlng/Consultlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpek.arpe@gmail.com Roni Flowe roni!lowe@gmail.com Office Manager Cell Phone: 321-403-9899 David Dickey John A. Pekar, PE SE 2013-06, Modification Request Oak Lane Homes Project#: 13-0029 In response to your June 3, 2014 request to review the above referenced application, we have no objection to the land use request (i.e. 8 townhomes to 4 homes). We are concerned, however, that several major issues exist with the rural nature of Oak Lane. Some of these include: • Substandard road and cul-de-sac systems; • Not meeting fire protection needs; • Area needs sanitary sewer; and • Lack of sidewalks, drainage, and other City codes for infrastructure. Some of the above items may be required under the Building Department permit. An aggregate ruling might also be needed due to the number of houses on the street which may require a site review. The owners/builders should be made aware of these future potential costs. Sincerely, John A. Pekar, P.E. JAP:rmf l/-%0-J') --11~ J!. 5y t c.<.( I_ --'2 f ~G St Ellis, Clerk of Courts, Brevard County Doc. D: $280.00 Prepared by and return to: Steven C. Allender, Esq. Attorney at Law Allender & Allender, P.A. 719 Garden Street Titusville, FL 32796 321-269-1511 File Number: 13-128-PH WilJ Call No.: ________________ [Space Above This Line For Recording Data], ______________ _ Trustee's Deed This Trustee's Deed made this 10th day of April, 2013 between Gerry Beecher, individually and as Trustee of the The Gerry Beecher Trust u/a/d May 8, 2007 whose post office address is 6314 Woodsman Drive, Wesley Chapel, FL 33544, grantor, and Alicia G. Spring, a single woman whose post office address is 122 Oak Lane, Cape Canaveral, FL 32920, grantee: (Whenever used l•crein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trnstees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/I 00 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantees heirs and assigns forever, the following described land, situate, lying and being in Brevard County, Florida, to-wit: Parcel I: Beginning at a point on the East line of Lot B of TUTEN'S SUBDIVISION, according to plat of said subdivision recorded in Plat Book 1, page 22, public records of Brevard County, Florida, 66 feet South of the Northeast corner of said Lot B; thence run West parallel to the North line of said Lot B and 66 feet distant south therefrom 880 feet to a point; thence north parallel to the West line of said Lot B and Lot A of said TUTEN'S SUBDIVISION and 440 feet distant East therefrom 297 feet to a point; thence east parallel to the North line of Lot A of said TUTEN'S SUBDIVISION and 165 feet distant South therefrom 414 feet to a point, which is the point of beginning of the land described herein; thence for a first course, run South and parallel to the West line of said Lot A and on the East line of the land described in Official Record Book 9, page 31 l a distance of 118.5 feet to a point on the North line of the easement hereinafter described; then for a second course, run East on the North line of said easement a distance of 80 feet to a point; thence for a third course, run North parallel to and 30 feet distant East from the first course a distance of I 18.S feet; thence for a fourth course, run West on a line parallel to and 165 feet distant South from the North line of said Lot A, a distance of 80 feet to point of beginning of the land herein described (same being Lot 13 of the proposed plat of the land described in Deed Book39S, page 145, said plat being dated June 15, 1956). Together with a permanent and perpetual easement for ingress and egress over and across that certain parcel of land lying and being in the County of Brevard, State of Florida, more particularly described as follows: Commence at the point where the South line of the property described in Deed Book 395, page 145, intersects the Westerly rights of way line of Old State Road No. Al A, also known as State Road 401; thence run Northerly along said rights of way line 113.91 feet to a point; said point being the point of beginning; thence run Westerly and parallel to said South line 130.24 feet to an iron pipe; thence by deflection angle of IS degrees twenty-two minutes to the right run 62 feet to a point; thence by deflection angle of fifteen degrees twenty-two minutes left run parallel to said South line 521.74 feet to a point; thence run northerly along the West line of said property SO feet to a point; thence run Easterly and parallel to South line of said property 549.71 feet to a point; thence run Southerly along DoubleTimee the West line of property described in Deed Book 403, page 388, a distance of 20 feet to a point; thence run Easterly paralleJ to South line of property described in Deed Book 403, page 388, a distance of 168.53 feet to a point in the Westerly rights of way line of Old State Road AlA, also known as State Road 401; thence run Southerly along said rights of way line 46.77 feet to the point of beginning. (Being the same land described in the easement recorded in Official Records Book 319, page 126, public records of Brevard County, Florida). Parcel II: Beginning at a point on the East line of Lot B, according to the plat of Tuten's Subdivision of the Northwest 1/4 of the Southwest 1/4 and the South 14.70 acres of the Southwest 1/4 of the Northwest Quarter of Section 14, Township 24 South, Range 37 East, recorded in Plat Book l, Page 22, Public Records of Brevard County, Florida, 66 feet South of the Northeast Corner of Lot B of said Subdivision; thence west, parallel to the North line of Lot B, and 66 feet distance South therefrom, 880 feet to a point; thence North parallel to the West Line of Lot B and Lot A 440 feet distant therefrom, 297 feet to a point; thence East parallel to the North line of Lot A and 165 feet distance South therefrom, 334 feet to a point of beginning; thence South 118.5 feet to a point in the right of way; thence East along right of way as shown on Jewell Properties Layout of June 15, 1956, a distance of 80 feet to a point; thence North 118.5 feet; thence Westerly a distance of 80 feet to point of beginning. This property is designated as Lot 12 of Jewell Properties, Inc., layout of June 15, 1956. Subject to taxes for 2013 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. Grantor warrants· that at the time of this conveyance, the subject property is not the Grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Trustee's Deed· Page 2 DoubleTlmN Roni Flowe From: Sent: Jeff Ratliff [J.Ratliff@cityofcapecanaveral.org] Tuesday, November 26, 2013 2:10 PM To: Roni Flowe Cc: Barry Brown Subject: RE : Oak Lane John/Barry: I have located documents indicating the following: 1). There is sanitary sewer service along the northern side of Oak Lane -discharge to the sewer line located adjacent to the Central Ditch. 2). There is an easement along the "road" to the Central Ditch -through the 3-acre property at the end of Oak Lane. You guys owe me! Thanks, Jeff From: Roni Flowe [mailto:roniflowe@gmail.com] Sent: Tuesday, November 26, 2013 1:56 PM To: Jeff Ratliff Subject: Oak Lane Per your conversation with John, the attached is FYI .... Roni Flowe JOHN A. PEKAR, P.E., LLC Ovll lnglne ... lng/CoHuHl111 102 Columbia Drivi" klit • 207 Cape iLoom lR.oni fl~ toni lhM'< J?lllil.C<!fll c~ Na~~· Cl/J Fflo :I!: 321-.fC/3-9899 Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing. 1 St. Johns River Water Management District Kirby B. Green Ill, Eiiecutive Director • David W. Fisk, Assisllmt Executive Director 4049 Reid Street • P.O. Box 1429 • Palatka, FL 32178-1429 • (386) 329-4500 On the Internet at www.sjrwmd.com. CERTIFIED #7006 0100 0005 0263 6457 December 18, 2006 Ocean Gardens Townhome Owners Association, Inc. Attn: Mark Derman, President 134 Ocean Garden Lane Cape Canaveral, FL 32920 Subject: Permit Number: 42-009-33654-2 Project Name: Ocean Gardens Original Permit Issued: August 27, 1991 (Permitted as 42-009-1477N; GRS #33654-1) The surface water management system serving the above referenced project has been constructed and is functioning in conformance with the requirements of the St. Johns River Water Management District. The Ocean Gardens Townhome Owners Association, Inc. is now authorized to operate the system and is responsible for its routine maintenance. Enclosed you will find an operation permit, plan, maintenance guidelines, and a pamphlet entitled "Neighborhood Guide to Stormwater Systems". The permit, plan and maintenance guidelines provide information to assist you in assuring the system is properly maintained and will continue to function as designed. Please review this material carefully to assure that your association meets all of the requirements contained in your permit and keep it with other important documents. The pamphlet contains general information about the stormwater systems that will be useful to the homeowners in your development. For additional support, an education program has been developed to provide neighborhood groups with information about proper landscape and pond maintenance practices that will save them money and help ensure protection of Florida's natural waterways. This watershed and ponds education program is available through the District's Watershed Action Volunteer CW AV) program. For more information, contact your local WAV coordinator at (386)312-2346. As an introduction to the education program, videos on watersheds and stormwater systems can be ordered from the District, (800)725-5922. Your participation is vital to the protection of our rivers, streams, lakes, and wetlands. If you have any questions, please call your local District Service Center, the staff will be happy to respond. Sincerely, rAii..11J..:~ . Jflt efi:~~. Director lJ · ' Division of Permit Data Services cc: District Permit File Janice Unger, Division Director; Palm Bay Service Center William Bennix, Trustee, P. 0. Box 927, Cape Canaveral, FL 32920 ~~~~~~~~~~~~~~GOVERNING BOARD~~~~~~~~~~~~~~ David G. Graham, CHAIRM~N John G. Sowinski, VICE CHAIRMAN Ann T. Moore, SECRETARY Duane L. Ottenstroer, TREASURER JACKSONVILLE ORLANOO BUNNELL JACKSONVILLE R. Clay Albright Susan N. Hughes William W. Kerr Ometrias D. Long W. Leonard Wood OCALA PONTE VEDRA MELBOURNE BEACH APOf'l(A FERNANDINA BEACH ST. JOHNS RIVER WATER MANAGEMENT DISTRICT REGULATION OF STORMWATER MANAGEMENT SYSTEMS CHAPTER 40C-42, F.A.C. PERMIT NO.: 42~009-33654-2 ORIGINAL PERMIT ISSUED: August 27. 1991 OPERATION PHASE ISSUED: December 18. 2006 PROJECT NAME: Ocean Gardens A PERMIT AUTHORIZING: This permit authorizes the operation of the stormwater management system with stormwater treatment by dry retention serving Ocean Gardens Subdivision, consisting of 7.58-acres, which was permitted and constructed in accordance with permit number 42-009-33654-1. LOCATION: Section: 14 Brevard County ISSUED TO: Township: 24 South Ocean Gardens Townhome Owners Association, Inc. 134 Ocean Garden Lane Cape Canaveral, FL 32920 Range: 37 East Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part thereof. This permit does not convey to permittee any property rights nor any rights of privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified, or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes. Thank you for your cooperation, and if this office can be of any further assistance to you, please do not hesitate to contact us. ~ - Michael Register, Division Director -Palatka Department of Water Resources cc: District Permit File "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-009-33654-2 OCEAN GARDENS TOWNHOME OWNERS ASSOCIATION, INC. ORIGINAL PERMIT DATED AUGUST 27, 1991 OPERATION PHASE DATED DECEMBER 18, 2006 1. The permittee must maintain a copy of this permit complete with all conditions, attachments, and exhibits. The complete permit must be available for review upon request by District representatives. 2. All operation and maintenance shall be as set forth in the plans, specifications, and performance criteria contained in this permit. 3. District authorized staff, upon proper identification, must be granted permission to inspect the system to insure conformity with the permit. 4. Permittee must obtain a permit from the District prior to beginning construction of subsequent phases or any other work associated with this project not specifically authorized by this permit. 5. Within thirty (30) days after sale or conveyance of the permitted stormwater management system or the land on which the system is located, the owner in whose name the permit was granted shall notify the District of such change of ownership. Transfer of this permit shall be in accordance with the provisions of Chapter 373, Florida Statutes, and Chapters 40C-1, Florida Administrative Code. All terms and conditions of this permit shall be binding upon the transferree. DATE: November 20, 2006 PROJECT NAME: Ocean Gardens PERMIT NUMBER: 42-009-33654-1 (formerly #42-009-1477N) O&M ENTITY NAME: Ocean Gardens Townhome Owners Association, Inc. Attn: Mr. Mark Derman, President 134 Ocean Garden Lane Cape Canaveral, FL 32920 AUTHORIZING STATEMENT: This authorizes the operation of the stormwater management system with stormwater treatment by dry retention serving Ocean Gardens Subdivision, consisting of 7.58 acres, which was permitted and constructed in accordance with permit number 42-009-33654-1 . DATE AS-BUil T INSPECTION PERFORMED: September 20, 2006 REQUIRED DOCUMENTS SUBMIITED: Yes PROJECT IN COMPLIANCE: Yes . OPERATION AND MAINTENANCE STANDARD PERMIT CONDITIONS (CARRIED OVER FROM THE CONSTRUCTION PERMIT) TO BE PLACED ON THE OPERATION PERM.IT: 2, 3, and 4 . OTHER CONDITIONS (CONTAINED IN CONSTRUCTION PERMIT) TO -BE PLACED ON THE OPERATION PERMIT: 2, and 11 COMMENTS: DATE: UNGER, DIRECTOR IRONMENTAL RESOU CE COMPLIANCE RECEIVED October 9, 2006 St. Johns River Water Management District 525 Community College Parkway S.E. Palm Bay, Florida 32909 Attn: Garry L. Cook, Engineering Associate RE: Ocean Gardens OCT J 6 2006 4 ~-~-33{Q54-1 Paini Bay Service Center Permit #42-009-33654-1 (Formerly Stormwater Permit #42-009-1477N) Compliance #.'s 495855 and 538970 Dear Mr. Cook: This letter serves to notify the St. Johns River Water Management District that permit number 42-009-33654-1 is to be transferred to Ocean Gardens Townhome Owners Association, Inc. The permittee for this project, .William Bennix, deceased, by and through the Co-Personal Representatives of the Estate of William Bennix, requests the transfer of Permit #42-009-33654-1 to the following entity for long-term operation and maintenance of the stormwater system. Ocean Gardens Townhome Owners Association, Inc. Attn: Mr. Mark Derman, President 134 Ocean Garden Lane Cape Canaveral, Florida 32920 .,. ~~ Charles Roichek Co-Personal Representatives of the Estate of William Bennix, deceased IN THE cmCUIT COURT FOR BREVARD COUNTY, FLORIDA PROBATE DIVISJON IN RE: ESTATE OF WILLIAM BENNIX Deceased. FileNo.: 05•2005-CP- 31370-XXXX-XX NOTICE TO CREDITORS 33&>S<I-( COMPLIANCE# 49sr-5S The ~inistration of the estate of William Bennix, deceased; whose date of death was December 30, 2005, is pending in the Circuit Court for Brevard County, Florida, Probate Division, the address of which is2825 Judge FranJ amieson Way, Viera, Florida 32940. The names and addresses of the personal representatives and. the personal representatives' attorney are set forth below. · All creditors of the decedent and other persons having claims or demands against decedent's estate on whom a copy of this notice is required to be servedinust file their claims with this court WITHIN THE LAIBR OF 3 MONTHS AFTER THE TIME OF THE FIRST P~LICA TION OF nns NOTICE OR 30 DAYS AFTER THE DAIB OF SERVICE OF A COPY OF THIS NOTICE ON THEM. All other creditors of the decedent and other persons havirig claims or demands against decedent's estate must file their claims with this court WITillN 3 MONTHS AFTER TIIE DA 1E OF THE FIRST PUBLICATION OF TIIIS NOTICE. ALL CLAIMS NOT FILED \VITHIN THE TIME PERIODS SET FORTH IN SECTION 733. 702 OF THE FLORIDA PROBATE CODE WILL BE FOREVER BARRED. NOTWITHSTANDING THE TIME PERIODS SET FORTH ABOVE, ANY CLAIM FILED TWO (2) YEARS OR MORE AFTER THE DECEDENT'S DA TE OF DEATII IS BARRED. The date .offirstpublicatiop of this notice is fa.bruo-ry .:2.. ,.:;_ool, D. P ouses, Esquire Attorne for Personal Representatives Flori arNo. 0613517 Kurt . Panouses, P.A. 140 Sixth A venue, Suite B Indialantic, Florida 32903 Telephon~: (321) 729-9455 . . ~ .... IN THE CIRCUIT .. OO.f!1R'(!t1.A BREVARD COUNTY, FLORIDA .. ~.,.. PROBATE DIVISION 111111111111111111 ZUOb JAN 2 0 P \: 3 3 IN RE: ESTATE OF ·-.,. ".:-RP., :· \L[U i 1 ~ 'f Ii.. "LE.R~ OF CIR. -Gile No.: Qr--. WILLIAMBENNfxEVARO CO. t\:. ~._) ~~- CFN 2006024445 °1•26-2006 o2:1B pm :>R Book/Page: 5596 I 4898 Deceased. COMPLIANCE # ·1 ~q11c .i OCT 2 6 2006 . LETTERS OF ADMINISTRATION (multiple personal representatives) l-/-~-001--334'5Lf .. J Palni Bay Service Center TO ALL WHOM IT MAY CONCERN WHEREAS, William Bennix, a resident of Brevard County, Florida, died on December 30, 2005, owning assets in the State of Florida, and WHEREAS, Charles Roichek and Kurt D. Panouses, Esquire have been appointed personal representatives of the estate of the decedent and have performed all acts prerequisite to issuance of Letters of Administration in the estate, NOW, THEREFORE, I, the undersigned circuit judge, declare Charles Roichek and Kurt D. Panouses, Esquire duly qualified under the laws of the State of Florida to act as personal representatives of the estate of William Bennix, deceased, with full power to administer the estate according to law; to ask, demand, sue for, recover and receive the property of the decedent; to pay the debts of the decedent as far as the assets of the estate will permit and the law directs; and to make distribution of tlie estate acc~'l: Jaw. ORDERED on --"/ /{ . 2006. f fJk Scott Ellis Circuit Judge Clerk Of Courts. Brevard County !f>gs: 1 #Names: 2 rust 0.00 Rec: 0.00 Serv: o.oo , __ ... o.oo '=xcise· 0 00 Atg: 0.00 ;.t Tu 0.00 Division of Corporations Florida Non Profit OCEAN GARDENS TOWNHOME OWNERS ASSOCIATION, INC. I I I Document Number N92000000089 I I State FL PRINCIPAL ADDRESS P.O. BOX 137 CAPE CANAVERAL FL 32920-0137 Changed 09/24/1999 MAILING ADDRESS P.O. BOX 137 CAPE CANAVERAL FL 32920-0137 Changed 09/24/1999 FEINumber 593170935 Status ACTIVE R t eg1s ere dA t .gen Name & Address JACOBUS, BRUCE W ESQ. 520 N. HARBOR CITY BL VD. MELBOURNE FL 32935 Name Changed: 03/26/1999 Address Changed: 03126/1999 Officer/Director Detail Name & Address PEARAH, MARK 143 OCEAN GARDEN LANE CAPE CANAVERAL FL 32920 DERMAN, MARK 134 OCEAN GARDEN LANE CAPE CANAVERAL FL 32920 SLONAKER, DIANA 139 OCEAN GARDEN LANE II Date Filed 11/02/1992 Effective Date NONE Title I c:J c:J II I Page 1 of2 I I I http://ccfcorp.dos.state.tl. us/scripts/cordet.exe?al =DETFIL&nl =N92000000089&n2=NAMF ... 11/20/2006 DATE: November 20, 2006 PROJECT NAME: Ocean Gardens PERMIT NUMBER: 42-009-33654-1 (formerly #42-009-1477N) O&M ENTITY NAME: Ocean Gardens Townhome Owners Association, Inc. Attn: Mr. Mark Derman, President 134 Ocean Garden Lane Cape Canaveral, FL 32920 AUTHORIZING STATEMENT: This authorizes the operation of the stormwater management system with stormwater treatment by dry retention serving Ocean Gardens Subdivision, consisting of 7 .58 acres, which was permitted and constructed in accordance with permit number 42-009-33654-1. DATE AS-BUil T INSPECTION PERFORMED: September 20, 2006 REQUIRED DOCUMENTS SUBMITTED: Yes PROJECT IN COMPLIANCE: Yes OPERATION AND MAINTENANCE STANDARD PERMIT CONDITIONS (CARRIED OVER FROM THE CONSTRUCTION PERMIT) TO BE PLACED ON THE OPERATION PERMIT: 2, 3, and 4 . OTHER CONDITIONS (CONTAINED IN CONSTRUCTION PERMIT) TO BE PLACED ON THE OPERATION PERMIT: 2, and 11 COMMENTS: DATE: '"""''~.._ UNGER, DIRECTOR IRONMENTAL RESOU CE COMPLIANCE SCANNED Date ___ _ lcotAPL\ANCE I l-53$'f1D -' RECEIVED October 9, 2006 St. Johns River Water Management District 525 Community College Parkway S.E. Palm Bay, Florida 32909 Attn: Garry L. Cook, Engineering Associate RE: Ocean Gardens OCT I 6 2006 4~-ooi. 33leS4-1 Palni Bay Setvice Center Permit #42-009-33654-1 (Formerly Stormwater Permit #42-009-1477N) Compliance #'s 495855 and 538970 Dear Mr. Cook: This letter serves to notify the St. Johns River Water Management District that permit number 42-009-33654-1 is to be transferred to Ocean Gardens Townhome Owners Association, Inc. The permittee for this project, .William Bennix, deceased, by and through the Co-PersonalRepresentatives of the Estate of William Bennix, requests the transfer of Permit #42-009-33654-1 to the following entity for long-term operation and maintenance of the stormwater system. Ocean Gardens Townhome Owners Association, Inc. Attn: Mr. Mark Derman, President 134 Ocean Garden Lane Cape Canaveral, Florida 32920 Sincerely, t .;:ouses .,. M~ Charles Roichek Co-Personal Representatives of the Estate of William Bennix, deceased OCT 2 7 2000 Pa 'm P: .... .. 1 • r::a.y .;;;.erv1c.~ Center IN THE CIRCUIT COURT FOR BREVARD COUNTY, FLORIDA PROBATE DMSION INRE: ESTATEOF WILLIAM BENNIX Deceased. File No.: o 5 ..... 2 o o G -c P - 31370-XXXX-XX NOTICE TO CREDITORS 33&,S</-1 COMPLIANCE# l/qscss The administration of the estate ofWilliam Bennix, deceased; whose date of death was December 30, 2005, is pending in the Circuit Court for Brevard County, Florida, Probate Division, the address of . which is 2825 Judge Fran Jamieson Way, Viera, Florida 32940. The names and addresses of the personal representatives and. the personal representatives' attorney are set forth below. All creditors of the decedent and other persons having claims or demands against decedent's estate on whom a copy of this notice is required to be servedinust file their claims with this court WITHIN THE LATER OF 3 MONTHS AFTER Tiffi TIME OF THE FIRST P~LICATION OF nns NOTICE OR 30 DAYS AFTER THE DATE OF SERVICE OF A COPY OF nns NOTICE ON THEM. All other creditors of the decedent and other persons having c~aims or demands against decedent's estate must file their claims with this court WITiilN 3 MONTHS AFIBR TIIE DA 1E OF THE FIRST PUBLICATION OF THIS NOTICE. ALL CLAIMS NOT FILED WITHIN THE TIME PERJODS SET FORTH IN SECTION 733.702 OF THE FLORIDA PROBATE CODE WILL BE FOREVER BARRED. NOTWITIISTANDING THE TIME PERIODS SET FORTH ABOVE, ANY CLAIM FILED · TWO (2) YEARS OR MORE AFTER THE DECEDENT'S DATE OF DEATH IS BARRED. The date .of first publicatiop. of this notice is f·abrua·n-1 :.Z. , .:2 00 l, Kurt . Panouses, P.A. 140 Sixth Avenue, Suite B Indialantic, Florida 32903 Telephone: (321) 729-9455 IN THE CIRCUIT ~~~t.ftM BREVARD COUNTY, FLORIDA PROBATE DIVISION lilUb J~N 2 0 p 1: 3 3 IN RE: ESTATE OF . '\'-RI\ . . ;· 1\J.u ;t·~ 'f t ,.... "LERK OF CIR. fine No.: o~ WILLIAM BENNfxEV~RO CO . Ft:. ~._.) -/OOco- Deceased. COMPLIA.NCE # I ~q'1c .l \11111111111111111 CFN 2006024445 °1•2fr2006 02:18 pm JR Book/Page: 5596 I 4898 ~-~l~/O RECEIVED LETTERS OF ADMINISTRATION (multiple personal representatives) OCT S 6 2006 . 1-f~-OU~--33~5Lf;/ Pahri Bay Service Center TO ALL WHOM IT MAY CONCERN WHEREAS, William Bennix, a resident of Brevard County, Florida, died on December 30, 2005, owning assets in the State of Florida, and WHEREAS, Charles Roichek and Kurt D. Panouses, Esquire have been appointed personal representatives of the estate of the decedent and have performed all acts prerequisite to issuance of Letters of Administration in the estate, NOW, THEREFORE, I, the undersigned circuit judge, declare Charles Roichek and Kurt D. Panouses, Esquire duly qualified under the laws of the State of Florida to act as personal representatives of the estate of William Bennix, deceased, with full power to administer the estate according to law; to ask, demand, sue for, recover and receive the property of the decedent; to pay the debts of the decedent as far as the assets of the estate will permit and the law directs; and to make distribution of thC estate accordz::law. ORDERED on ry f ( . 2006. . f y1M Scott Ellis Circuit Judge Clerk Of Courts, Brevard County !pgs: 1 #Names: 2 rust 0.00 Rec: 0.00 Serv: o.oo '--"· o.oo ':xclse: o.oo Atg: O.OO nt Tax: 0.00 ·-----··--·-·-·· - -~ Division of Corporations Florida Non Profit OCEAN GARDENS TOWNHOME OWNERS ASSOCIATION, INC. I I I Document Number N92000000089 I I State FL PRINCIPAL ADDRESS P.O. BOX 137 CAPE CANAVERAL FL 32920-0137 Changed 09/24/1999 MAILING ADDRESS P.O. BOX 137 CAPE CANAVERAL FL 32920-0137 Changed 09/24/1999 FEINumber 593170935 Status ACTIVE R: dA eg1stere .gent Name & Address JACOBUS, BRUCE W ESQ. 520 N. HARBOR CITY BL VD. MELBOURNE FL 32935 Name Changed: 03/2611999 Address Changed: 03126/1999 Officer/Director Detail Name & Address PEARAH, MARK 143 OCEAN GARDEN LANE CAPE CANAVERAL FL 32920 DERMAN, MARK 134 OCEAN GARDEN LANE CAPE CANAVERAL FL 32920 SLONAKER, DIANA 139 OCEAN GARDEN LANE II Date Filed 11/02/1992 Effective Date NONE Title I c:J c:J II I Page 1 of2 I I I http://ccfcorp.dos.state.fl.us/scripts/cordet.exe?a 1=DETFIL&n1 =N92000000089&n2=NAMF ... 11120/2006 INTEROFFICE MEMORANDUM TO: FILE FROM: SHANNON SUBJECT: OCEAN GARDENS DATE: 12/19/2006 This permit was transferred as follows: Original Permit Issued: August 27, 1991 To: William Bennix, Trustee #42-009-33654-1 (flea 42-009-1477N) Then Transferred to the O&M Phase on: December 18, 2006 To: Ocean Gardens Townhome Owners Association, Inc. #42-009-33654-2 Original File Has Been Microfilmed (1991) August 3, 2009 t.::'.\ St. Johns River ~ Water Management District Kirby B. Green Ill, ExllQJtive Director • David W. Fisk, Assistant Executive Director • Mike Slayton, Deputy Executive Director John Juilianna, Palm Bay Service Center Director, Regulatory 525 Community College Parkway S.E. • Palm Bay, FL 32909 • (321) 984-4940 On the lntemet at www.sjrwmd.com. Mr. Patrick M. Wigglesworth 127 Ocean Garden Lane Cape Canaveral, FL. 32920 Re: Filling oflots #37 and #38, Ocean Gardens Residential Subdivision, GRS Permit #33654-2, Item #948987) (Please Reference Permit and Item Numbers on All Correspondence) Dear Mr.Wigglesworth: In response to the verbal request received on July 23, 2009 regarding the filling of the southern perimeter of lot 37, District staff previously authorized the proposed filling activity by District letter dated January 2, 2003. Per my reinspection on July 23, 2009, staff has no objection to the filling within the southern regions of the above lot as long as there are no impacts to the existing 19" x 30" culverted pipe located within the immediate area. Additionally, in accordance with the approved plan of construction dated July 22, 1993, the District has no objection to the proposed activity of the adjacent property located within the west 35' of lot #38. Again, construction within this location must have no impact on the existing 19" x 30" round concrete pipe, and must terminate at the top of slope of the existing retention pond located within the lot. Please be advised that this determination applies only to the requirements of the St. Johns River Water Management District and does not relieve you of meeting the permit requirements of other agencies. If you have questions regarding this letter, please contact me at (321) 676-6607. Sincerely, ~· ~:,.,k, Water Resource Representative Department of Water Resources GLC:gc cc: John Juili~DS-VPC-1991 I Janice Unger I Fariborz Zanganeh Harold Hunter -109 Ocean Garden Lane City of Cape Canaveral Cape Canaveral, FL. 32920 Attn: Chief Building Official l 05 Polk A venue Cape Canaveral, FL. 32920 ~-------------~GOVERNING •OARD~-------------~ Susan N. Hughes, CHAlFWAN w. Leonard Wood, VICECHAIRMAN Hersey 'Herky" Huffman, SECRETARY Hans G. Tanzler Ill, TREASURER PONTE VEDAA FERNANDINA BEACH ENTERPRISE JACKSONVILLE Douglas C. Boumique Michael Ertel David G. Graham Arlen N. Jumper Ann T. Moore VERO BEACH OlllEOO JACKSONVILLE FOAT lkOO'f llJNNELL ------·--·-······-----·- William Bennix, Trustee -8497 Ridgewood Ave. P.O.Box927 Cape Canaveral, FL. 32920 Charlie Roichek -President, Ocean Garden Townhome Owners Association P.O. Box 137 Cape Canaveral, FL. 32920 '<\. Bud Trexler 119 Ocean Garden Lane Cape Canaveral, FL 32920 May 19, 2010 Garry L.Cook Engineering Associate Department of Water Resources 525 Community Parkway S.E. Palm Bay, FL 32909 Dear Garry L.Cook: COMPLIANCE # ~CEiVEDlN PAl.MBAY MAY 21 2010 ~1 ~4 J. '-/~-Do·7, 9"J1.Q . .:l ·- REGULATORY INFORMATION MGT As per our phone conversation on 5/17/2010, the purpose of this letter is to obtain your approval to proceed with the installation of a new fence along the western border of my property I ine. This fence will be on my property and be adjacent to the retention pond, known as LOT 38, Ocean Garden Wave Two. I have attached a copy of the type offence which will be made of aluminum with a black color to simulate wrought iron. The height of the fenct: will be approximately 72". The new fence will attach to the wooden shadow box fence along the south edge of my property. The new fence will run north south, approximately 125 feet in length. It will then have a 25 foot section running east west to my driveway where a gate will be installed for entrance to the sidewalk leading to our front house door. Attachment 1 is a copy of the type of fence to be installed. Note that this design will let water flow through the base of the fence which will the allow the current retention pond to remain functional. Attachment 2 is a drawing of the Lot Plan showing the planned new fence drawn in red ink: Based on our phonecall, request you provide approval of this plan so I can proceed to get Ocean Gardens Home Owners Association approval and authorization to proceed. Please contact me at the above address if you have any questions or need additional information. I can be contacted by phone at (321)784-7933 or (321)223-4565. An e-mail can be sent to maggietrex@aol .com. Sincerely, ~rr~ Bud Trexler L__ :l:. =1 ::!:"> " I 3 <:-t-. 2. -I µ 2132 mmrnm COMPUANCE # RECEIVED IN PALM BAY ~~iji_~~7_:;33 tes4-J A8GULATORY INFORMATION MGT. ~:i3 RAIL W/ SPEAR POINTS ~4S", 54", 60", 72" Posts: 2if' x 2X" x .090" Wail w/ 71" centers Heights: 84", 96" Posts: 2W x 2X" x .125" Wall w/ 71' centers Gate Posts: 2X' x .oso· Wall Gate Post w/ Inserts= .215 Wall or 4" x 4" x .125"Wall Post Caps: 2lf' or 4' Flat Cap -Standard (Ball Cap • Optional) Ralls: 1X" Height x .100" Wall x 1)1"' Width .070" Wall Pickets: 1• x 1" x .065" Wail Pleket Spacing: 4" between pici<:ets Finial Options: Triad, Quad 2132 3 RAIL W/ ALT. SPEAR POINTS Heights: 48", 54". 60", 72" Posts: 2if' x 2X" x .090" Wall w/ 71' centers Heights: 84", 96" Posts: 2lf' x 2:.r' x .125"Wall w/ 71" centers Gate Posts: 2lf' x .090" Wall Gate Post w/ Inserts= .215 Wall or4" x 4" x .125• Wall Post Caps: 2lf' or 4" Flat Cap· Standard (Ball Cap • Optional) Ralls: 1if' Height x .100" Wall x 1X" Width .070" Wall Pic:kets: 1" x 1• x .065" Wall Picket Spacing: 4" between pickets Finial Options: Triad, Quad 2220 2 RAIL FLAT TOP Heights: 54" Posts: 2X" x 2lf' x .09!J" Wall w/ 71" centers Gate Posts: 2X" x .090" Wall Gate Post w/ Inserts = .215 Wall " . - s 0 3: I- w I-> w <( w 3: LL. Vl Q z w 0 I-a::: en <( <( (.j w z w :z:: <( I-w u Vl 0 Vl -w ~ -l I- 0 -J OCEAN LOT 10 !I ~ 2 " ?: a 0 :.< (... l )(: w u ~ w 0 w ..... iii !!:? 0 Q.. ~ 0 u >-CD ,_ ;z w ::E "' :r u 0 < "' 0 4 • Q: ~ w w ,__ ii5 ~ OU • Q.. w ' ~ 0 : 0 ' u : ' 1.3.6 ' I/) 6' o:i v er ..., ..... ~ _, w .... w w er :I u z 0 0 :r u :z ~ >-0 a:: ..... 0 :.:: .... en u 0 0 ...J ~ ID .... 27.3 w ..... >-w < a:: ~ ~w o> u ii: 00 N 20.3 ~ - ~ c:i :z ~ ,...., "' ,...., a. 13.3 : ~-::--:-_ ------...J W : N ............ ... ............... -~ ~--+ 3 a) ·:::~f .. ~~%~::q~~~-=~- O u Q.. w Ol (!) l{) v 3: ,..._ a, I") 0 N 0 Vl 0 v l-o -l ~o u 13.9 15' PUBLIC UTILITIES & ;::: DRAINAGE EASEMENT c;; FOUND •5 REBAR <PLS .3807> N89° 49'20"W 45.04 FOUND •5 REBAR CPLS 3807> THIS PARCEL LIES IN FLOOD ZONE "X" PER F.1.R.M. MAP NO. 12009C0313 E <COMMUNITY No. 125094), EFFECTIVE DATE APRIL 3, 1989, INDEXED 11-19-97. LEGEND LU u ~ __, 0... :?! 0 u () COl+l.JNJCATJON MANHOLE O FOUND •5 REBAR e SET •5 REBAR + POWER POLE 'O' Fl RE HYDRANT GUY WIRE @) SANITARY SEWER MANHOLE !::!. FOUNO NAIL & DISC • SET 4' X 4" CONCRETE MONUl-ENT "' PERMANENT REFERENCE MARK 1B1 WATER t-ETER U LIGHT POLE PLAT OF RECORD SURVEY PREPARED FOR: HERBERT J.TREXLER. JR. & MARJORIE A. TREXLER & USAA FEDERAL SAVINGS BANK & WATSON , SOILEAU, DELEO, BURGETT. PICKLES & BAUGHA N. P.A. & COMMO NWEALTH LAND TITLE :NSURANCE COMPANY ATT1leH1VlENT ~ ·---------~ Bud Trexler 119 Ocean Garden Lane Cape Canaveral, FL 32920 May 19, 2010 Garry L.Cook Engineering Associate Department of Water Resources 525 Community Parkway S.E. Palm Bay, FL 32909 Dear Garry L.Cook: COMPLIANCE # i J3</5ttU As per our phone conversation on 5/25/2010, the purpose of this letter is to document that I no longer desire to obtain approval to purchase any additional land to the west of my property, nor do I want to install a fence. Therefore, disregard my letter to you from 5/17/2010 that discussed these proposals .. It should also be noted, as we discussed, that the my LOT PLAN dated 6/29/2009 shows two side decks that extend over the western edge of my property line by 1.4 feet at three comers of the decks. This was discovered in July 2009 and brought to the attention of Ocean Gardens Home Owners Association. It was agreed since this was above the slope of the retention pond and the two decks were off the ground, that water could easily flow in and out of the pond with no impact. Therefore, concurrence was given to not require any changes. Thank you for your support in these matters. Please contact me at the above address if you have any questions or need additional information. I can be contacted by phone at (321)784-7933 or (321)223-4565. An e-mail can be sent to maggietrex@aol.com. Sincerely, ~~+ To: Janice UngerOunger@sjrwmd.com] From: MaggieTrex@aol.com Sent: Wed 11/9/2011 4:28:06 PM Importance: Sensitivity: Subject: Reminder Topic: Categories: Janice, Normal None Re: Possible Purchase of Another Section of LOT 38-Retention Pond Follow up 0:2:457584288:93952408 Since our call this morning, I decided to first get approval from Ocean Garden's Home Owners Association. Assuming they say okay, I will then send you an E-mail as per our discussion. Thanks for your help. Bud Trexler 321-223-4565 From: MaggieTrex@aol.com To: oceangarden@cfl.rr.com, derman@digital.net, pwiggles@harris.com CC: croichek@cfl.rr.com, bell38@bellsouth.net Sent: 11/9/2011 1 :56:33 P.M. Eastern Standard Time Subj: Possible Purchase of Another Section of LOT 38--Retention Pond Maggie and I may be interested in purchasing from OGTOA another 10 feet of the retention pond, LOT 38. This would be part of the common area next to our current western edge of our own LOT 39. I have discussed this with Janice Unger, Engineering Associate for St. John's River Water Mgmt District (321-676-6600). She will not have a problem with this as long as I do not disturb the retention pond's water flow or the ability to bring in equipment, if needed to fix a water flow issue. Request OGTOA provide a "probable approval" of this concept. If it's possible for Maggie and I to do this, then I will provide a written approval request to Janice Unger. Should this be discussed at Saturday's meeting? Bud Trexler 321-223-4565 111 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe roniflowe@gmail.com Office Manager Cell Phone: 321-403-9899 September 6, 2016 TO: Anthony Garganese FROM: John A. Pekar, PE SUBJECT: Oak Lane Property Surveys (123 & 127) In reviewing the two boundary surveys for the properties (123 & 127) of Oak Lane, I note the following: Walker Land Surveying Reliable Survey Common Side Lot Distance 128.50 128.50 Bearing of Common Line S 00° 54' 29" E N 03° 26' 57" E • Both surveys tie the common lot line to the same 5/8" IRC (iron rod), but have different bearings between the rods. • The bearing of Oak Lane south line in the front of the two properties is the same (S 89° 38' 33" E). I did not check Brevard County record books as referenced in the surveyor's descriptions, as it appears we have a bearing angle problem. Finally, Walker's survey may have the north/west labels incorrect for the south boundary line of Lot 127 (should be south/east). Sincerely, John A. Pekar, P.E. JAP:rrnf PLAT OF LAND SURVEY roR and/or CUN1n£D TO: John Dismore I ~7 OAK LANE PROPERTY OESCFi'I ftONS AS FCLLCi~S. fiFCF•VED · r 27 n~ CO~W!Nl'l M '1.'l NORTHD1ST CORt:!R OF UJT a. ,;ccO.'i-Di::c re Tllf Pt,IT tJr .-u TLNS SvnDWIS/ON, !CCORDED IN PU.T BOOt< '· r"AG".: 22. c Tt!F DIJ.'il.'[; l?E:'.:Cl?DS Qr 5RE'.'/,fr[) cou;;;r, .c C.91D,1. [f'[..',c:.: RUd 5 00'54'29" £. ALONG THE ["ASi UN£ :Jf S.f.tl) u;r 8. ,: OISl :1c£ OF 6£.(j(j f'i. "1£"NC£ /?'JI\ f{ S9'J8'. .r ,'/ N ;O l'rlPllllEL ro fl!F NORTH lit.'£ OF S/.10 LOI l'. ,I. UtS!MtCt o.r 510. 10 F££1 i!j 111£ °C:NT Of B£C1N!:t :c. f1t['NCC CO.\'!l'vll ,:/ or:c SAl!J UNC /. DISf/.NC£ OF BOC:J rr. fNENC£ RU!.' lJ 00'54?~·· ·1. A l).•.)0!.""1t:F () 12850 Fl. irt(lVCl l'U·".' s !!9 ~J8.JJ ... E. ,: C!STANC£ OF 80.Cn rr. iH[ :a: Ru., s oo·:,~ '?[;" i.. ./. Cl!i.',t..\'Cf; OF ;2e.5o T .-c Tri[ PO/Ni or O[Cll</N!NC ~o4 OAJ( LA1VE ,, CNA VE:/, JJUBl/C ___ f.~ _ _ __ R/.JI' .Y!J.!!.!.fi. _ --- REC. 5/8 " IR. 0?.8 f(f.'C. . .'i/IJ" I. N. \ ~..,. "'?\ "'"' .;.,'· l.01' 8 I (!:I.I)) s 89°38 '33" E £DCI.' OF p,1 Vt.'.\f!:,iV7' on.o~o.~~~~-,-~-,_~~ l'ROPOSl'[) 1 I !!i.'C .'J/O .. IN CONC, Af'RON PROPOSED '.:J ~°/,i;; oSl 22.7 :::o PROP0-£0 RES/OF.NC!' 57 fiO'xco.oo· 21/" oak '!-PRCPOSF.D FF!: -7 OJ t ~+ 24 . A801'l' ROAD Ou k /?? ,., ">.------, l:J (),, jQDf< t.___{2~7----"---~ JO " oak 0 c JO" oak PARCEL A.25 8 VACANT 2 -10" oak ;/< '· .//' -1':.rJ /f{ '!-'; '-i-_., I \ 111.Jl P.O.B. or wr a P.O.C.) Ni:,~ CORNER 80.0 \ N 89°38'3\' .;. REC. 510.10 I --0 w,./· N 89°38 '33" W LOT 7 LOT 6 OC£ii.V CAh'IJ£NS fY.4 VE; ONf,' (.'' 0 :J!J, PACI: ?:t) ".J (:\ ,,e• WALKER LAND SURVEYING, INC. 10/1,\'!J/ .. 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O/S PC Pcumcnent Reference \forker (levutlon ·1 fh,~ $ile oppeor1 lo lie -ti\h1n flood lOn<i'"X" per co•nrnunol1 pon•I #12009CO 539 C doled OJ-17-2014. ,. J>' (:·'<) (&P W'li' ca 59'1• Af'P 11cn Rod Wood rrome Concrr.\c Mcnvment Plut Mca:;11re RochoJ Woler tJete'" Of•::c-t Peunt ~I Curvature µ04"'1t ot lcn9~t non Rod1ol r1~c! unc &: Poekcro ~·ng YI;, Cafd Bcetint; So'\•lC')' Sewer Ua.n t-'()e o\':JOd 0o•f"f' Pol~ <t. QP..15...ih~E._ ---- -__ ---- - -tt•r lf(lH> ("''>'•0t•arVflllf.I~) I l . A.UJu P1PE o , r ti ' :.,,-~, ~ ' > 'N ALUV "'U" ;,e-1r.· °' I CJ 0., .. ,0IC" C~r;·etc e n·, r ' o -I _, _.., ,. ~ ~ ~ .... « "' ~) . ·1 -.1· I I I ~--,_ X .. ( Hl FEET ) mcli ... GRAPllIC 20 rt CALE "' IAX PAHCLL A ?S 5£1 z 2 s a: Yi 8 ;o ,., ,. 1~ I~~ I I I ~ ~w I '''.J .. ',._ ·1"' G-' >< L-:111~"'-/ d •co I~ ~r t" At.UV 0 40' ·~ O.J5' ,"-' .... II} ;,, N 0 z I/IX PAACCL A09 LEGAL OESCRtPTICN: 5/8>Rc I . . I -~ 75' 1· '"' Pre LO m:_. ,~ ~ ~~.'l8'~.'l~ 75.0 ~ _ "'-"-· ' 190.0 .. Cl.I A tro:t or corcel o' lnnd in tio ''crtn..,.drtt q1.1:>1tl!t ot er!ticn 14, fo,.ns••ip 2' Sculh, RO'tfJtl )7 (ust, Brr"u d Co.Joly, OCEAN GARDENS Florido, mort: part1cularty <'esr.ribed 05 10llows: WAVf. ONE F'tom lhe Soothweit corn~r ot the SC 1/4 of tht:: r.W l/• ot Sect1011 14 tc,.n~hlp 2' So.Jtn. Rcnge .}7 Eost, go Wtrlh on trio "tH:t 1:r,e at said St 1/4 of tut ~IW 1 /'4 a chitonc,. at 'J 1' f,.t-1 to ri rrln\, end thent:o tlO West Ofl 'ha Soult! hne ot Ion~; ot JC\\tLL PRCP£RTJE:S. tt.C u:s C1;1"l.c,1htd -n Wo11ciri1y n .. clt rec;nr•trd In OeeC! UoOk J9~, poqe 11\5', pvbUC recerds ol Ore'fCtd covrty. n01hJo, to Hit' volt\ fllhl!ft' t.tHI C\IAJlh hrm cif J.,wcU Proo"rtid, toe. irtt~r~tc:t" tl\o wc~terly line of the right ot ~O)' of Stole Road A1A, o; JJft:totJn\ly luc:u\t'a on~ th~nct c.o•HiJ\\,le We1l on said SoutP'I line of loner; to Jo•cll Properties.. Inc c diatonc11 of 265 f,.et to the pomt of be-g ori1ntJ, 14.W u rirvt cu..11:m of ""' la"d oc-,cr1:>Cd hereby, e:antlnuc V/c?it on \ho S~uth llne ul a.aid lonu ol J•"'"n Pro~all\1o, o d,stoncr: of 7~ let:l to o Doint; thel'lcc for o uconc coi..r,e, rul'I a llne nertn anc porollel lo the Wt1\ lliu of ):Cid lcl'\d descti:>tc iri Dee~ Doc'c J!Jb, poq~ H~. o <Mtiancc or 128 ~O rec\ lo c porit: th,.nrt', '°' a :~1rd couru, rvn o 1-ne <'O:tl cno p<:rolhtl to thn ~()\'ti' Hne of so 4 !onc:i dtscr bed '" Oeed beck .?95, poqe I'~. ond 128 50 teol d11tcnt no .. tn lh~rnfrrun o d1,tonc~ of 75 lf"~t lo n pot'lt "'\ortn 01 O"<' oppo-.itc tnc 001nt ol be~1n11"'Q. \l"onCc. !or o 1ourlh cour~e. run a h."\e Oulh on:l oorcllel to lho CO\.lrst sec-end gl\.el" 01•d 15 te~r c1-:t("n1 i-n"lt 1'"'f'tr:trn . .., o di!.tor.cc of 126.~ l~~l to lht' O•l'\l ot bCQ·f"nang o! _t':t_e a.c--id d~!:crit:ot-d ~t·e:i:y Drown oy ' '·'0~ Checked by ~·D" Un;;-rgtf' "roiccl 16-00\ !)Al[ R~:._f-_ -, ~p_ -......... ... . -r •r"""!. =-·r i:1':i...: -t-.. .,)\,.,!~. -I 5% Ft.NI\'/.." CIRCLE ROC~LEOG::. fl 3/.955 : i-.Jt ~-'~~I' (321 J 543-2511 (J21 )690-0363 {F 1.x) REVi5•01'S BOUNDARY s RVEY Cer:.f.~d to· <1.lAN~F :.1. Tl.RNER .... Gl'.RR Y UECCllER tfrt) ce•lf, tP"l::l t·e S.J..,,,e") sh~·., l..tjC~., I, '"''"' Cl"4 COttKI le~ Of'\ C:<.h • .3 "T'•.:lSVt~""IUU$ t'""ittl of\ t"'• (,•Id 1'1'1,, "-"'!)' l'l"tre:'S. '5\~n\lD1'"' f>f P•t)<;(.~~ 01 v1 'ort., t.y , .. ,. rlcmlil O.\Q1d of .,,c,es,1on.;1 Lc-o Su"'-tyors •'"I ChC~!t' 201"4-l47, n.c.-1i:~ .&.1..,.,~ 1•101 ..e C::i<'t. ;;~..,"'t:rt t..:> S•con •72 o:n. nooco Sto·\;tn u:. rs~ If O(,o\RS f"1( SIUUATUI\( A.'0 OR:C 1·'1. 'WSEll SE!<. Cf A l'LORICA lt~(·tSCO Sl..RVt"YCA N•O u,..P;.(R 1~4.>'S OAAwiNG S~CTCtt Pl.A";' OR '-IA? 15 f'OR INFCRW.TIOt~ PURPOS::s c~n.Y At.0 ~ t~OT VAUO. ; ,, .. ;.{ // ,.,.. ·"'"'f ,,# ~..{ ..c./ .. ,....J-'"/ -· ----· -· _...,,L._~----· ---/ M<.hol!f f\~M P(Qftf.f;•Ol'IOI S\ll'lyot" & Jri!OP::l~f' lQ i7t!> Stoll!! ot nor:d: ... Gm ail Oak Lane Survey 1 message Anthony A. Garganese <agarganese@orlandolaw.net> To: "John Pekar Oohnpekarpe@gmail.com)" <johnpekarpe@gmail.com> John, John Pekar <johnpekarpe@gmail.com> Fri, Sep 2, 2016 at 10:00 AM Per our discussion this morning, can you or the surveyor in your office review these two surveys and confirm my observation that both surveys (Walker and Riehl Reliable) reflect the same south bearing line for the Oak Lane ROW. As you aware, the City has an individual, Bernie Lennon, who seems to be implying, at the very least, that the Riehl Reliable survey more accurately describes the location of Oak Lane. To me, both surveys indicate the same south bearing line for Oak Lane. In addition, are any of the old ROW markers for Oak Lane depicted on these surveys? Thanks for your help. Anthony PS Please disregard the yellow highlights. Those were made when we were trying to ascertain the difference in the side lot boundary that was also at issue regarding the variance request. Anthony A Garganese, Esquire Board Certified City, County & Local Government Law Garganese, Weiss & D' Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, Florida 32801 P.O. Box 2873 (32802-2873) Phone(407)425-9566 Fax (407) 425-9596 Cocoa (866) 425-9566 Website: www.orlandolaw.net Email : agarganese@orlandolaw.net Any incoming e -mail reply to this communication will be electronically filtered for "spam" and/or "viruses." That filtering process may result in such reply being quarantined (i.e., potentially not received at our site at all) and/or delayed in reaching us . For that reason, we may not receive your reply and/or we may not receive it in a timely manner . Accordingly, you should consider sending communications to us which are particularly important or time-sensitive by means other than e -mail. Confidentiality Note: This e-mail, and any attachment to it, contains privileged and confidential information intended o nly for the use of the individual(s) or entity named on the e -mail. If the reader of this e-mail is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that reading it is strictly prohibited. If you have received this e - mail in error, please immediately return it t o the sender and delete it from your system. Thank you. Vj 2016_09_02_09_54_19.pdf 419K Gmail Oak Lane Survey 1 message Anthony A. Garganese <agarganese@or1andolaw.net> To: "John Pekar Gohnpekarpe@gmail.com)" <johnpekarpe@gmail.com> John, John Pekar <johnpekarpe@gmail.com> Fri, Sep 2, 2016 at 10:00 AM Per our discussion this morning, can you or the surveyor in your office review these two surveys and confirm my observation that both surveys (Walker and Riehl Reliable) reflect the same south bearing line for the Oak Lane ROW. As you aware, the City has an individual, Bernie Lennon, who seems to be implying, at the very least, that the Riehl Reliable survey more accurately describes the location of Oak Lane. To me, both surveys indicate the same south bearing line for Oak Lane. In addition, are any of the old ROW markers for Oak Lane depicted on these surveys? Thanks for your help. Anthony PS Please disregard the yellow highlights. Those were made when we were trying to ascertain the difference in the side lot boundary that was also at issue regarding the variance request. Anthony A Garganese, Esquire Board Certified City, County & Local Government Law Garganese, Weiss & D' Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, Florida 32801 P.O. Box 2873 (32802-2873) Phone(407)425-9566 Fax (407) 425-9596 Cocoa (866) 425-9566 Webs ite: www.orlandolaw.net Email: agarganese@orlandolaw.net Any incoming e-mail reply to this communication will be electronically filtered for "spam" and/or "viruses." That filtering process may result in such reply being quarantined (i.e., potentially not received at our site at all) and/or delayed in reaching us. For that reason, we may not receive your reply and/or we may not receive it in a timely manner. Accordingly, you should consider sending communications to us which are particularly important or time-sensitive by means other than e -mail . Confidentiality Note : This e-mail, and any attachment to it, contains privileged and confidential information intended only f o r the use of the individual(s) or entity named on the e-mail. If the reader of this e-mail is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient , you are hereby notified that reading it is strictly prohibited. If you have recei ved this e - mail in error, please immediately return it t o the sender and delete it f r om your system. Thank you. Vj 2016_09_02_09_54_19.pdf 419K Project: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 127-131 Oak Lane Project No.: 15-0020 Inspector: Date: August 24, 2016 Time of Inspection: a.m. John A. Pekar Weather: Sunny/Light Early Rain PROJECT FIELD REPORT Observations made during the inspection included: 1. Reviewed 127 Oak Lane and fence at property line. 2. Photos taken during inspection. End of Report Field Report: No. 001 Phone No.: 321-288-1040 Temperature: Page 3 of 3 ... 111 11 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe ronillowe@gmail.com Office Manager Cell Phone: 321-403-9899 January 28, 2016 TO: Mike German FROM: John A. Pekar, PE SUBJECT: Inspection of Oak Lane Properties (Parcels A.25 and A.26) (Weather: Light Rain) On a "wet day" inspection of City projects, I reviewed the proposed lot grading at Oak Lane (Parcels A.25 and A.26). Substantial construction of the two (2) homes has taken place and the following site grading observations were noted: 1. The yard swale systems have not been final graded with only rough grades in place. No erosion control systems in place. 2. The new eastern home (parcel A.25) appears 12-18" higher than its new western home (parcel A.26), which is also under construction. This "appears" in compliance with their revised site plans. 3. Retention areas have not been graded yet and sodding will be required for all disturbed areas. 4. No site drainage problems were observed. If you have any further questions please call. Sincerely, John A. Pekar, P.E. JAP:rmf 11111 1 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Pl:tone: 321-613-2959 Cell Pl:tone: 321-288-1040 jol:tnpekarpe@gmail.com Roni Flowe ronitlawe@gmail.com Office Manager Cell Phone: 321-403-9899 September 30, 2015 TO: Mike German FROM: John A. Pekar, PE SUBJECT: 127 & 131 Oak Lane Site Grading Plan Review We have reviewed the submitted lot grading plans for 127 and 131 Oak Lane and note the following: 1. It appears the perimeter swale systems have no outfall. As the swales are proposed to be 7" (+/-) deep and soils have not yet been determined, there is a strong possibility of ponding yards for an extended period. Please have engineer review Oak Lane existing south edge grades to see if storm runoff can be directed south. Also need to consider impacts on two (2) homes constructed to west. 2. The different floor finished grade of nearly 1.5 ' (+/-)may need to be adjusted. 3. Overflow storm flows may impact the proposed floor of 7.0' (+/-). Also, how will driveways be graded as they may also pond? 4. Elevations of the south properties (adjacent to these two lots in Ocean Gardens) will be needed, as recent problems have been noted from construction of the two western homes. 5. Percolation tests should be submitted for the proposed lot swales along with some drainage calculations showing impacts from major storms. 6. As Ocean Gardens lots located south of 127 and 131 drain onto property, the drainage plan needs to be adjusted. Options might include rear lot easements, small yard drains for Ocean Garden lots, or other concepts. If you have any further questions please call. Sincerely, John A. Pekar, P.E. JAP:rmf 31312016 Gmail -RE: Oak Lane John Pekar <johnpekarpe@gmail.com> RE: Oak Lane 1 message David Dickey <D.Dickey@cityofcapecanaveral.org> Wed, Mar 2, 2016 at 4:36 PM To: Kim Kopp <kkopp@orlandolaw.net> Cc: Michael German <M.German@cityofcapecanaveral.org>, John Pekar <johnpekarpe@gmail.com> Yes. David Dicke\' 01111n11nil • D \'el pm~111 Dirt-elor d di -ki;: ·~ ci1yofl:ap.: ·11m1v ·1;il.c11 , 21· 6 ·l--2 sll l21.-S6 ·1247 ax llO Polk . e1111e. P.O. Bo:i.: 326 Cape an vend. FL • 2920 ww v.c:if)"ofi:ap«ar.a ·eral.org Launch your connection ... From: Kim Kopp [mailto:kkopp@orlandolaw.net] Sent: Wednesday, March 02, 2016 4:11 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Cc: Michael German <M.German@cityofcapecanaveral.org>; John Pekar <johnpekarpe@gmail.com> Subject: Re: Oak Lane Ok but let's just inform the property owners this is how we want to proceed and not advise that if they say "no" we will go with the first survey. Otherwise the original property owner will have no incentive to agree to another survey since you will go with his survey anyway. Do you want me to draft this agreement? Sent from my iPhone On Mar 2, 2016, at 3:35 PM, David Dickey <D.Dickey@cityofcapecanaveral.org> wrote: Mike -this is how I would like to proceed with the Oak Lane issue ... contact the two property owners and the developer of the lots on Oak Lane and offer the following: a 4-way (City to be 4th party) cost sharing approach to hire a 3rd party (Allen Engineering who is on the City's continuing services list) impartial surveyor to review the 2 conflicting surveys. The parties must agree to abide by the findings of the 3rd party surveyor. If any of the parties do not agree to the proposal then the City will recognize the survey that was submitted in support of the building permit and the parties will need to pursue their grievances with the court system. We can speak when you get https://mail.google.com/mail/u/O/?ui=2&ik=ccd1e79234&vie-N=pt&search=inbox&th=1533943187faa974&siml=1533943187faa974 1/2 31312016 Gmail -RE: Oak Lane back on Monday. Dave <image002. png> Launch your connection ... <image003.png><image004.png><image005.png>< image006. png> Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing https://mail.google.com/mail/u/O/?ui=2&ik=ccd1e79234&view=pt&search=inbox&th=1533943187faa974&siml=1533943187faa974 212 3/3/2016 Oak Lane 1 message David Dickey <D.Dickey@cityofcapecanaveral.org> Gmail -Oak Lane To: Michael German <M.German@cityofcapecanaveral.org> John Pekar <johnpekarpe@gmail.com> Wed , Mar 2, 2016 at 3:35 PM Cc: Kim Kopp <kkopp@orlandolaw.net>, John Pekar <johnpekarpe@gmail.com> Mike -this is how I would like to proceed with the Oak Lane issue ... contact the two property owners and the developer of the lots on Oak Lane and offer the following: a 4-way (City to be 4th party) cost sharing approach to hire a 3rd party (Allen Engineering who is on the City's continuing services list) impartial surveyor to review the 2 conflicting surveys. The parties must agree to abide by the findings of the 3rd party surveyor. If any of the parties do not agree to the proposal then the City will recognize the survey that was submitted in support of the building permit and the parties will need to pursue their grievances with the court system. We can speak when you get back on Monday. Dave David Dickey Community Devcfo11 1H~111 Dirl'Clor d di ke ·~ cilj•ofi.:a11C ·,mt\ •r;1l.0t • .. 1-6 -1 ~~ 1'11 .. 2L-6 -124 m Launch your connection ... Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing https://mail.google.com/mail/u/O/?ui=2&ik=ccd1e79234&vifN.l=pt&search=inbox&th=153390b3e9ee639e&siml=153390b3e9ee639e 1/1 31812016 Gmail -RE: Ocean Gardens and St Johns Waterway John Pekar <johnpekarpe@gmail.com> RE: Ocean Gardens and St Johns Waterway 1 message David Dickey <D.Dickey@cityofcapecanaveral.org> To: Susan Nassoiy <ogtoapres@gmail.com> Cc: John Pekar <johnpekarpe@gmail.com> Mon, Mar 7, 2016 at 11 :38 AM Good morning Susan. As I mentioned at the meeting last month, the City is aware of the flooding concerns of the neighborhood. Per City policy, the City Engineer, John Pekar, is working with the builder to make sure that the construction is consistent with City Code. What this means is that John will verify that a proper swale system is built on the property to capture stormwater runoff. The City will not issue a Certificate of Occupancy until this has been adequately addressed to John's satisfaction. By way of this email, I will ask John to provide a status of this item. Dave David Dicke\· Cape au vend. FL 2920 HrJ • 1•.citj·ofi:apec.cma •eral.org Launch your connection ... From: Susan Nassoiy [mailto:ogtoapres@gmail.com] Sent: Friday, March 04, 2016 11:19 PM To: David Dickey <D.Dickey@cityofcapecanaveral.org> Cc: Bud Trexler Vice Pres <ogtoavp@gmail.com>; Donna Renberg Treasurer <ogtoatreas@gmail.com>; Lisa Arthurs Secretary <ogtoasec@gmail.com> Subject: Ocean Gardens and St Johns Waterway Hi Dave --I was touching base with you again from the 2/27 zoning meeting in which I asked what was being done to work with St Johns waterway and the drainage issues/ concerns with the homes being built on Oak Lane. As I mentioned at the meeting, when Mr. Bennix designed and built our community he worked with St Johns Waterway to ensure that our community had proper drainage. Now, the homes being built on Oak Lane are being https://mail.google.com/mail/u/O/?ui=2&ik=ccd1e79234&vifNl=pt&search=inbox&th=15351f212ae71fe6&siml=15351f212ae71fe6 1/2 31812016 Gmail -RE: Ocean Gardens and St Johns Waterway elevated to such a degree that our community and those owners directly impacted by the development behind their homes are very concerned. Based on our brief conversation at the meeting, you were going to check into the St Johns Waterway involvement, speak with the builder and get back with me. By virtue of this email you have my email address. If you would like to contact me via phone my number is 321-271-9401. Ilook forward to an update from you ... Thank you. Susan Nassoiy, President OGTOA Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing https://mail.google.com/mail/u/0/?ui=2&ik=ccd1e79234&view=pt&search=inbox&th=15351f212ae71fe6&siml=15351f212ae71fe6 2/2 111111 1 JOHN A. PEKAR, P.E., LLC Civil EnginHring/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 November 25, 2015 TO: Mike German FROM: John A. Pekar, PE SUBJECT: Lots 127 & 131 Oak Lane (Parcel A25 and A26) Mike: Based on a site inspection performed on 11-24-15, we note the following for the two (2) referenced lots: 1. Building foundation form work is in progress for both lots. 2. Building pads are above the road grade with the eastern parcel's pad slightly higher. 3. The survey submitted lot grades show both lots will receive storm runoff from the higher adjacent backyards of Ocean Gardens Wave One. 4. Their survey's, however, do not show proposed grades for the side yards. Unless properly graded, these lots will hold rainwater in their back yards. As these local soils have slow percolation, the back yards will remain wet for long periods. 5. It is suggested that the site plans be updated to show side swale grades to Oak Lane or indicate long term detention in the backyard areas. This latter drainage condition will impact future use of the backyard areas for pools, etc. As building work is underway, this update to their grading plan should be made as soon as possible (i.e., within 7 working days) in order not to delay home construction. If there are any questions please let me know. Site inspection photos are attached. Sincerely, John A. Pekar, PE Consulting City Engineer JAP:rmf Attachment: Site Photos 1111 1 October 20, 2015 TO: FROM: SUBJECT: Mike: JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe rooillowe@gmail.com Office Manager Cell Phone: 321-403-9899 Mike German John A. Pekar, PE Lots 127 & 131 Oak Lane I have reviewed the cleared (and rough graded) lots at Oak Lane. I have also talked to Mary Jane Nails prior to my inspection. Per agreements with the builder and City, no construction is to proceed until the lots are cleared for evaluation of their submitted drainage plan. My inspection indicated that the eastern rough grade of Lot 2 is too high. Also, no rear lot swales were final graded. In looking over the southern fence, it appears the abutting Ocean Terrace lots drain onto the Oak Lane properties. Prior to allowing construction, the lots drainage plans must be approved by the City. For this approval, the drainage plan must provide the following: 1. Topographic ground shots on both sides of the southern fence (at least 3-4 shots for each lot). 2. Current elevations of rough grading plan. Also include both cross section topo. 3. Swale shots along south Oak Lane to cul-de-sac (in front of new lots). 4. May need finish floor slabs on adjacent Ocean Terrace abutting homes. This is to prevent arguments about the new houses looking over their fence. 5. The approved drainage plan must retain stormwater on each lot or discharge into Oak Lane. It cannot block stormwater in Ocean Terrace back yards. JAP:rmf ·111111 October 1, 2015 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Civil Englneerlng/Con5ultlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe roni11owe@gmail.com Office Manager CeU Phone: 321-403-9899 Mike German John A. Pekar, PE Lots 127 & 131 Oak Lane After talking to the Contractor this morning, we have agreed (with your pending approval) that the submitted grading plan be considered an initial plan subject to clearing the lots. Once cleared, the soils and proposed grades may be adjusted, including raising the 7.0' floor slab of the second home. The revised grading plan (if necessary) will be coordinated with the two new western homes on the south side of Oak Lane. I will call you to discuss further. Sincerely, John A. Pekar, P.E. JAP:rmf ,_ .. • ·-··-"· I • -· --· " .. _ Decrease I-·-·-··--c_-__ _, Zoom Bar I Aerial View Range f E I 5 I Increase 0 Map • Aerial (Ortho) I Change I [ Locate I Parcel ID .., 11 Locate } rn - ~Printable Version I Map .., 11 Pre\Aew I eck-below-then-\:Jpdate- " Parcels GolfCourses Schools Libraries " RoadNames Sections "Water I Update j Help Legend Attention: The browser z.oom level must be 100% for map- click to select the correct parcel ·111111 1 JOHN A. PEKAR, P.E., LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 December 2, 2015 TO: FROM: SUBJECT: Mike: Mike German John A. Pekar, PE Lots 127 & 131 Oak Lane (Parcel A25 and A26) Revised Site Plan Submittal (12/2/15) The revised site plans dated December 2, 2015 for the referenced lots have been approved. If there are any questions please let me know. Sincerely, John A. Pekar, PE Consulting City Engineer JAP:rmf Attachment: Site Plans April 26, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Clvi I Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpek.arpe@gmail.com Rooi Flowe roni:tlowe@gmail.com Office Manager CelJ Phone: 321-403-9899 Mike German John A. Pekar, PE 131 Oak Lane Record Site Survey In reviewing the submitted final survey for 131 Oak Lane, we have found the grading of the lot to be in substantial compliance to their approved plan. We recommend issuance of a certificate of occupancy pending results of your building inspection. Sincerely, John A. Pekar, PE Consulting City Engineer JAP:rmf John Pekar From: Sent: To: Subject: Attachments: Please see the attached. John Pekar [johnpekarpe@gmail.com] Tuesday, April 26, 2016 10:58 AM 'Michael German' RE: 131 Oak Lane m-131 Oak Lane 04-26-16.pdf JOHN A. PEKAR, P.E., LJ:.C Civil En glnmering:/Con l u'ltlng 102 lnmbia D:riv uirc ::!07 Cape n:rveral, L 3292 I ffo:' PllOIL . : 3:;: l-6 lJ.-:l?!J9 'ell Phom;: l.l-:!33 lc»tl · lmpek l"pe.'''!~m il. rn Raoi l'h:nu 1011iill owetil' ginail.c11111 ·e uo ·~ ~IJ F'iio,,t: 3~·"03·98')'} From: Michael German [mailto:M.German@cityofcapecanaveral.org] Sent: Thursday, April 21, 2016 3:33 PM To: John Pekar Subject: FW: 131 Oak Lane John, Attached find a copy of the final survey for 131 Oak Lane. We have completed final inspection but have not issued CO. Thanks, Michael German Building omcw m _Mn11an@si1yofcapeocana\'cntl.or,g 321-863-1222 x14 321-368-124 7 Jar 110 Po8t A\UllC. P.O. Box 32~ ~ c.awni. n. 32920 www.cityofcapecana,~ral.org Launch your connection ... From: Karen Hutchinson Sent: Thursday, April 21, 2016 2:42 PM To: Michael German <M.German@cityofcapecanaveral.org> Subject: 131 Oak Lane Hi Mike, 1 Please see the attached Survey on 131 Oak Lane. Thank you, Launch your connection ... Karen Hutchinson L: hurchin.wnfii' cityofcapccanav~l.or:g 321-868-1222 321-863-1247~ \I 0 Poit AVUIUC. P.O. Bo:c 326 ~ C..wnJ. FI..32920 www.dtyofcapecanai't!ral.org Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing 2 John Pekar From: Sent: To: Subject: Attachments: John, Michael German [M .German@cityofcapecanaveral.org] Thursday, April 21 , 2016 3:33 PM John Pekar FW: 131 Oak Lane 131 Oak Lane.pdf Attached find a copy of the final survey for 131 Oak Lane. We have completed final inspection but have not issued CO. Thanks, Michael German BuildiDg Official m gcnnant(i'cityofcapccanavcral orx 3ll-368-l222x14 321~1247Jzr 110 Polk A~uue. P.O. Box 326 Upc Caaavenl. FL 32920 HrwH•.cityofcapecana,~ral.org Launch your connection ... From: Karen Hutchinson Sent: Thursday, April 21, 2016 2:42 PM To: Michael German <M.German@cityofcapecanaveral.org> Subject: 131 Oak Lane Hi Mike, Please see the attached Survey on 131 Oak Lane. Thank you, Launch your connection ... Karen Hutchinson ClericaJ Assistant. k hutdun.~n cityofcapccana\' l.orx 321-IQ.1222 321-868-l247Jzr 110 Polk Avame. P.O. Box 326 ~ape Caoavenl. FL 3:2920 wwH•.cit)'o/capecana,~ral.org Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email 1 -PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: Jahn Dismore DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK I, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00'54'29" E. ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89'38'33" WAND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590. 70 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 716.20 FT, THENCE RUN N 00'54'29" W. A DISTANCE OF 728.50 FT, THENCE RUN S 89'J8'JJ" E. A DISTANCE OF 116.20 FT, THENCE RUN S 00'54 '29" E. A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. ---~· EDGE OF REC. 5/8" I.R. (NO ID) OAK LANE _ 50' GRAVE_!: PUBLIC R,:::_w __ _ MANHOLE @EL. 5.64 CONC. APRON SOUTH R/W LINE AS DESCRIBED REC. 5/8" I.R. (NO ID} ~OA\ A·i.l I I 6"* :,. I ' I p)C-vl.< !:>lv1~\ ~P") 39.0 ~ ~ 4.0 ONE STORY RESIDENCE # 131 FORMS EL.=6.64 19" ABOVE ROAD 11.3 3'x3' CONC. .~ ... ~ I -c. Bt~~~ P.O.B. 6' WD. 0.4 OFF FENCE(TYP} REC. 5/8" I.R. (NO ID} I ~ REC. 5/8" I.R. (NO ID) LOT 11 OCEAN GARDENS WAVE TWO (PB. 40, PAGE 45} ,;\. .,~ LOT JO 590.10 N 89"38 '33 .. Jr ~'lo'.> "'---ocEAN GARDENS WAVE ~ONE (PB. 38, PAGE 72} '\~ N + s \\e~ INC. ""'· H£ Ll\IDERSIGNED DOCS HtllCIY CCRTifT THAT THIS SIJRV[T MEETS TI< MlNIHl.t4 T[C*ICAL l: ST.V.OAADS St.T FORTH IY H£ fLDIUDA m:wtD Cf' SlltVEYOts _,,.D l'W'PCllS IN CHAPTER i! 5J·l7.D52 rt.DAUlA ADM!NISTRATlvt CODI: P\.IRSUN4T TO OWJTU 472-025, F\.DRIM STATUTES. l. LH...CSS SIC".1£D AND CMBOSStD VITH Sl..'ltvtTOR'S stAL. THIS SLRV£Y rs NOT VALID. 1 nus Sl.JtV[Y VAS l"ACPARCD flitQM TITLE l'*'DltlVoTI~ 1l.IRM!P€D TD THC S!JR\l'CYDI:. THCRE MAT IC OTHClt l£S11t1CTIC»IS OR Ci\SCMCNTS THAT N"FCCT THIS Pttef'CltlT, 4, NC l.tlDCICiROUJilD ltf"RD\fC..CNTt HAV[ 1£CN LCX:ATCD Util.(st QMRVISC St()VM. 1 THIS SlJRvtT IS llM:P.--KD ra. THC $0..( IENCFIT Cf' THOU cc1mrttD TO MD SIG.1.D ~T 1£ RCLl[D lfl'()ll IY .vn· OlH(Jt CNTITY. 6. DIHCHSltl'fS Sl"O\o'N rCll: fH£ LOCATION Cf' lHPROl/EHt'NTS HEREOH S>OJLD IClT IC USED TO R£COHSlRl.ICT llDJNDARY L.lt<S. 7, EL.C\l .. TIONS, Ir SliO'JN. ofJtE IASCD ON NATIC>IM. r.t'ODETIC VtltTJCAL DATUM CF 19e'J, UHLC:SS a. o~'!::c.:~~u.DN THE SOUTH R/W UNE OF OAK LANE .J21-IJ6-I0.55 SAID IEARTNCi tclNCi N 8!r43'J7" E(F) '·'· aflOIMl or t...aMCT ' ....._,,t .Jll-IJ4-1.fC4 {FAJ() 9. ICARJtrCi AHD DISTNCCS Mtt P\.AT AHll MEASURCll UHLCSS DTHUVISC Sttl'JM. D •llCSCIU'Trot r -r1n.1 10. SlREMCNTS $)()\IN AA[ IASCD ON THC STAHtwrD U.S. Sl.llYCY rooT. ~ ~~"~~ .., ~ :=.i ~NT 1-'-8_6_7_10_~~..:'.::."4i'K=::'...::""::....=DEl.;:;:E:.;.T:::•'"'::'..:'::." .;;'";;;":..."":::::V.::.":...':;'.:"""':':.:.'":.::'::..' ,:.Vl:_::Tl;::::OJT..:CONSE::::;::"':.':.:""':::...;':::"':::'""':::· :.':::"':.:v.::.c""~· L •MC LCM:irH stt LA.~ IA. VI~ '710 SCALE ....__. I" •20' -----4 rh :: :~= m :r;al~ 1''"'"'""""'""'"'"'''"'"+-ltl--"~-----__.!•!:.L~·~""~"~"~ '"'· .,,.,,CAL CIC •COVCICI c~rc IN -tlCo•ITMIW'•VAT NU ·~IL I. DISC llAD.-IADIAL lVIT. •EASCKlllT IUI. •l«llHtADIM. MlolN. •DIUllNK.C VP. •VIJNUS l"Cl!Nl UTlL llltT VII. •va:JD E.1 .. S/V •SIOCVAU: Ctl kOOC lJol. •lltlLl.IG.t '.C. CUINATl8; CL a(L[V"TOI rrL 4 (l,.[Wila '.U. I. U. ofl\lll.IC UTILITICS"' [Slit. THIS DUILOING/PROPCRTY DOES NOTuE v!THIN Tt< tSTAILISttrll SPECIAL fL[l]D HAZARD MCA PClt "rlRtil". IT L.l[S IN Z!N:• X •'""'-, 12009C 0363G ...,. "'" 3-17-14 ---,---~--1-3 .,._oc_:..,.-""-,---1 g-JJ-13 6-5-16 ,l:/,=~~ YZ-a-1~ JZ-'T-16 4-J!O-Jd 0£CKEll IY• I April 13, 2016 TO: FROM: SUBJECT: JOHN A. PEKAR, P.E., LLC Clvl I Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe rooi:tlowe@gmail.com Office Manager Cell Phone: 321-403-9899 Mike German John A. Pekar, PE Oak Lane (Parcel A.26) Grading Inspection On April 12, 2016 I inspected the yard grading of Parcel A.26 prior to sodding. The front, back, and east sides looked good, with the west side requiring a little bottom shaping. I spoke with the Contractor about the west swale and coordination with his eastern home, requiring its final grading. Special emphasis placed on receiving the minor drainage runoff from Ocean Gardens to the south. John (Contractor) noted he will adjust the west swale on Parcel A.26 before sodding. See attached photos taken of the inspection. Sincerely, John A. Pekar, P.E. JAP:rmf ,· \ . .. .. ,, " J ,l . ·. .. ~ ., "' . •' ~ ,/' .. l~. ~.I ·I,• I ' ....... ,. >· .. • . PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John Dismore DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00°54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89"38'33" WAND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00"54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89"38'33" E, A DISTANCE OF 116. 20 FT, THENCE RUN S 00. 54 '29" E, A DISTANCE OF 128. 50 FT TO THE POINT OF BEGINNING. EDGE OF PAVEMENT REC. 5/8" JR. ~ '~ 24.0 :: !:'..~~ I ~ 4::J R1~~lC I C2:l "'l ~~ 1~ ~ Ii~ ~co c:::i Cr) ~~ '!:) C\2 I 2: c..:~ 0 c..:~~~ ct.;~ ~ OAK LANE _ERA VEL PUBLIC R/W VARIE._'S __ <::i t\:i ....... 4.0 <::i ~ (B.B.)_ s 89°38 133 II E 39.0 PROPOSED RESIDENCE 67. 00 'x62. 00' . PROPOSED CONC. DRIVE 28.0 PROPOSED F.F.E.=6.34 16" ABOVE ROAD efi- 1i1.3 MANHOLE @EL. 5.64 PROPOSED CONC. APRON ~I ~ \ ~ 4::J I C2:l "'l I ~ ~1 C) Cr) 2: I REC. 5/8" JR. t;iq P.O.C. .. .. NE CORNER ~~~ OF LOT B lC~~~ co~~u C\2~~~ ~~~ ~ 28.0 11.0 27.0 25.0 I I I PARCEL A.26 VACANT ~I P.O.B. PROPOSED \ , ~~i--___ SWALE""-~~ ~~~) <-) i.--=----__J-----"--~--------~ I ~ i!~-----<)--~.,-~~~~"""'"':"~~~"\"~~~~~-~·~~·~~~~~~~~~---( REC. 5/8" JR. ~i-116.20 LOT 11 OCEAN GARDENS WAVE TWO (P.B. 40, PAGE 45) ~~ N 89°38 133 II w LOT 10 LOT 9 } REC. 5/8" JR. 1~1- ~· LOT 8 590.10 N B9°3B '33 11 w ~i Q). ~ ~~ OCEAN GARDENS WA VE bONE (P.B. 38, PAGE 72) 1~ 'WALKER LAND SURVEYING~ INC, N 4 s BREVARD COUNTY OFFICE 4175 S. U.S. 1 ~ 1. ~~~N~~~ii~S~~~E~O~~~S B~E~~~y F~~~~lf,.Y B1~~~ 1~!SsJ~~~idR~E~Jif ~~,;:p~~~l7~M cm~~~CAL ~ SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-027, FLORIDA STATUTES. 2. UNLESS SIGNED AND EMBOSSED \/ITH SURVEYOR0S SEAL, THIS SURVEY IS NOT VALID. 3. THIS SURVEY \/AS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERl.'!SE SHOl.'N. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHOl.'N FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOl.'N, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. THE SOUTH R/W LINE OF OAK LANE ---------------' ROCKLEDGE, FL. 32.955 LEGEND 8. BEARINGS BASED ON ---~, ~,--'---------------- SAID BEARING BEING S 89.38 33' E P.T. =POINT OF TANGENCY P =PLAT 0 •DESCRIPTION F <FIELD B.B. =BASE BEARING CSEE IBl I.P. =IRON PIPE A/C =AIR CONDITIONER l.R. •IRON ROD R =RADIUS C.H. =CONCRETE HONUHENT L •ARC LENGTH SET 1.R.•5/8' 1.R. 11/ILB 6710 321-636-1055 321-636-140·1 (FAX) LB 6710 9. BEARING AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERl.'!SE SHOl.'N. 10. SUREMENTS SHOl.'N ARE BASED ON THE STANDARD U.S. SURVEY FOOT. D T ON$ OR DELETIONS TO THIS SURVEY IS PROHIBITED 1.'!THOUT CONSENT FROM SIGNING SURVEYOR. SCALE f--I' = 20' ---! CH =CHORD REC. =RECOVERED CERTIFIED BY• R.L.S. NO. 5362 CB =CHORD BEARING P.O.B. =POINT OF BEGINNING 1.=;c.;._:-=:__:_---1--4-'H-__,..d----------'-='-=::....::..::.::.=... FIELD DATE ORDER NO. P .0.L. =POINT ON LIN( P .O.C. =POINT CF C0Jt4DCD£NT TYP. •TYPICAL CIC •COVERED CONCRETE R/\I =RlGHT-Cf-\IAY N,0 =NAIL L DISC RAD. •RADIAL ESMT. •EASEMENT N.R. =NON-RADIAL DRAIN. =DRAINAGE V.P. •lllTNESS POINT UTIL. •UTILITY VD. =llOOD CL =CHAIN LINK S/V =SIDEVALK C/B =CONCRETE BLOCK D.H. =DRILLHOLE P.C. =POINT OF CURVATURE EL =ELEVATION FF.E. =flNISt£D rUIR ELEVATI~ P.U. l D.E. =PUBLIC UTILITIES l DRAINAGE ESHT. BOUNDARY PLOT PLAN 1------·------------1 PLOT REV. THIS BUILDING/PROPERTY DOES ijOTLIE WITHIN THE ESTABLISHED PLOT REV. SPECIAL FLOOD HAZllRD AREA PER 'FIRM'. IT LIES IN ZONE• X ELEV. 6-20-13 9-11-13 5-5-15 7-9-15 10-21-15 12-1-15 PANEL 8 12009C 0313E MAP DATE• 4-3-89 PLOT REV. DRAWN BY• Z . .A.I. 49521 CHECKED BY• PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John Dismore DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00°54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89"38'33" WAND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 510. 10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 80.00 FT, THENCE RUN N 00"54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89"38'33" E, A DISTANCE OF 80.00 FT, THENCE RUN S 00"54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. OAK LANE GRAVEL PUBLIC ___ RL_W VARIES _ EDGE oF PA vEMENT (B.B.J s 89°38 '33 11 E PROPOSED CONC. APRON REC. 5/8" IR. ~ ... ... ~ O,)~ ~~ .N le:) c:3~ ~tti ~~ ~t\l ~~~ ~ ~ : J ~~0-~0S~~ I r ~, :~EP ~O~~ _____ ___. PROPOSED c::::i CONC. ~1 DRIVE I ~, ~ 22.7 I :::; 0 i 8·3 ~ 9.7C'"l -C'"l-1-0.-3..... 24" oak ...... t":i 6.0 t":i ,f;:l I~ 4::l r~~ ~~ 19::VJ ,o..; b28 I I 110.9 ~I PROPOSED RESIDENCE 57. 00 'x60. 00' ,,,.'f. PROPOSED F.F.E. =7. 78 '0~7 16" ABOVE ROAD oak 17. 7 ('°) ~------. 3.0t":i 10" oak 0 .....; v:> 8.6 .?'--- 32. 7 o 10" oak PARCEL A.25 O VACANT c::::i c:i \() ~, t":i "'lo REC. 5/8" IR. I 4 I ~ ~ I P.O.C. ... ... ~~' ~~~ NE. CORNER OF LOT B 9., ~I lr,).N ~ C) VJI tti~N ~ ~~ ~o ~ ~~~ ~ VJ I 12.01 I P.O.B. 0 2-10" oaks PROPOSED if~~ .__'____;:-__ -_____ ~~ ~~ALE~ _ _./ / REC. 5/8" IR. ~i-~~ ~~ if LOT 8 LOT 7 1-REC. W ..: o· LOT 6 OCEAN GARDENS WA VE ONE (P.B. 38, PAGE 72} 0\ 'O· ~ \\e 5/8" IR'). ~ o· 510.10 N 89°38 133 II w WALKER LAND SURVEYINGJ INC. N 4 s BREVARD COUNTY OFFICE 4175 S. U.S. 1 ---------------1 ROCKLEDGE. FL. 32g55 LEGEND P.T. =PDINT Of" TANGENCY P =Pl.AT 0 •DESCRIPTION f =flELD B.B. =BASE BEARING <SEE 18) J.P. =IRON PIPE A/C =AIR CONDITIONER l.R. =IRON ROD R =RAD(US C.H. ==CONCRETE MONUMENT L •ARC LENGTH SET l.R.sS/9' IR. 11/ILB 6710 321-636-1055 321-636-UD~ (FAX) LB 6710 ~ 1. ~~~N~~~~~s~~~E~D~~~s B~E~~~y F~~~1~y B1~~~ 1~1ss~~~~;irR:EfJ5 J~~p~J~l~~M c~~~~~~CAL \i! 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TD CHAPTER 472-027. FLORIDA STATUTES. 2. UNLESS SIGNED AND EMBOSSED 'WITH SURVEYDR"S SEAL, THIS SURVEY IS NOT VAUD. 3. THIS SURVEY 'WAS PREPARED FROM TITLE !NFDRMAT!DN FURNISHED TD THE SURVEYOR. THERE MAY BE OTHER RESTR!CT!DNS DR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS DTHERIJ!SE SHOIJN. 5. THIS SURVEY IS PREPARED FDR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REL!ED UPON BY ANY OTHER ENTITY. 6. DIMENS!DNS SHOIJN FDR THE LDCAT!DN OF IMPROVEMENTS HEREON SHOULD NOT BE USED TD RECONSTRUCT BOUNDARY L!NES. 7. ELEVAT!DNS, IF SHOIJN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS DTHERIJ!SE NOTED. THE SOUTH R/W UNE OF OAK LANE 8. BEARINGS BASED ON---~, --,,,,-"----------------- SAID BEARING BEING S 89"38 33 E 9. BEARING AND DISTANCES ARE PLAT AND MEASURED UNLESS DTHERIJ!SE SHOIJN. 10. SUREMENT~ SHOIJN ARE BASED ON THE STANDARD U.S. SURVEY FOOT. D T DNS DR DELETIONS TD THIS SURVEY IS PROHIBITED 'WITHOUT CONSENT FROM SIGNING SURVEYOR. SCALE I---1· • 20' ~ CH =CHORD REC. =RECOVERED CERTIFIED BY• R.L.S. NO. 5362 CB •CHORD BEARING P.O.B. •POINT Of" BEGINNINGl-=~...=.:~-+--1-'H--"'•.l---------"=--'-='-=c==... FIELD DATE ORDER ND. P.0.L =POINT ON LINE PJJ.C. •POINT Of CllHHENl:HENT --------- TYP. =TYPICAL C/C •COVERED CONCRETE BOUNDARY 6-20-13 49521 ~~~ =~~~~~LOF-llAY mr. =~=~'E~N~ISC 1--------------------~ PLOT PLAN 95-_151-_1135 N.R. =NON-RADIAL DRAIN. •DRAINAGE PLOT REV. ~; :~~6NDEss POINT ~.~IL :~~~~~T~INK THIS BUILDING/PROPERTY DOES NOTuE 'WITHIN THE ESTABL!SHED PLOT REV. 7-9-15 ~~~ ~~~~~~~tE ~'cB :~g~TR~~E c~e~~URE SPECIAL FLOOD HAZARD AREA PER •FIRM'. IT L!ES IN ZONE• X ELEV. 10-21-15 EL ~~~E,V')_TJO~"""' '" ""' fT~cE< • ·~~l~~/.~llf.5';.f:VATllJ< PANEL N 12009C 0313E MAP DATE• 4-3-89 =-,P='Lo=..0"-T-'R""''E"""V.'-'-.-=1=2_-.=.-1_-.;._15"-nQA\JN RY1 7 4 n. CHECKED BY• l I I f I I ~ ': {" ... 11 "" ~ ~ ., S Btr'38'33" E 116.IO \ ' ~ ~ a.cK" LANE ~ ~ PHOPOsED RESIDENCE 24" ABOVE HO. PROVlDE 12"X12" THICK EOOE ALONCl AU. EOOES OFlME PAVINO ALONCl 1ME RIW WITH 1115 COHT. / ,c== :~:~·"6.~~· DRl~VEW-,._A_v ________ _ TO WEST. PAOVIOE r CONC. DRIVE W/ F1BERME8H ON 11% COMPACTED Fill. AT RIW, TVP. / A~ ~ \ ii. • ~ ~ "" :& ~ ., I 0 28" 0 S 611"38'33" I (1().00 PROPOSED RESIDENCE 57.00'x60.00' PROPOSED F.F.E. ~ 7. OJ 0 24" oak PAOVIDE 12"X12' nlCI< EOOE Al.ONO AU. EOOES OF 1ME PAVINO Al.ONCI 1ME R1W WITH 1 .. COHT. PAClVIDE SN/IU 0 PROP. DflYEWAY AT EXISm«J LOW POINT TO DRAIN ---.OWE . PAOVIOE r CONC. ORJYE W/ F1BERME8H ON 111% COMPACTED Fll.l. AT RIW, TVP. .. ~ ~ EROSION CONTROL NOTES A. A LAND-DISTURBING ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY AND SOIL TYPE SO AS TO CREATE THE LOWEST PRACTICAL EROSION POTENTIAL 8. LAND-DISTURBINC3 ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZINC3 EROSION. C. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHAU BE KEPT TO A PRACTICABLE MINIMUM. D. EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING ClJT AND Fill. OPERATIONS. E. DISTURBED SOIL SHAU. BE STABILIZED AS QUICKLY AS PRACTICABLE. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLEMENTED. F. TEMPOAAAY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS DURING DEVELOPMENT. PERMANENT VEC3ETATION AND STRUCTURAL EROSION CONTIROL G. MEASURES SHALL BE INSTALLED AS SOON AS PRACTICABLE. H. ADEQUATE PROVISIONS MUST BE PROVIDED TO MINIMIZE DAMAC3E FROM SURFACE WATER TO THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACE OF FIU.S TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED BY THE USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR MEASURES UNTIL THE DISTURBED AREA IS STABILIZED. I. ClJTS AND FIUS MUST BE CONSTRUCTIED IN SUCH A MANNER THAT EROSION AND RUNOFF FROM THE SITE DOES NOT ENDANGER AOJOININC3 PROPERTY. J. FIU.S MAY NOT ENCROACH UPON NATURAL WATIERCOURSES OR CONSTRUCTED CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS WITHOUT ADEQUATIE PROVISIONS FOR AN EQUIVALENT ALTERNATE SYSTEM WITH A POSITIVE OUTFALL K. All R.0.W.'S, WATIERWAYS, STREETS AND SIDEWALKS SHALL BE BUFFERED BY A TWENTY (20) FOOT WIDE STRIP OF GRASS OR OTHER SUITABLE MEANS. L GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF BRIDGES OR CULVERTS EXCEPT WHEN SUCH METHODS ARE NOT FEASIBLE AND PROVIDED IN ANY CASE, THAT SUCH CROSSINC3S ARE KEPT TO A MINIMUM AND SEDIMENTATION CONTROL DEVICES ARE PROVIDED. M. HAY BALES OR FABRIC FILTER Will. BE PLACED AROUND All OUTFAll INLETS PRIOR TO CONSTRUCTION "ef!Y 40" oak GENERAL PAVING AND DRAINAGE NOTES ~L__-L--~~~--"~ / t I PARCEL A.86 \ ~ IU.80 N Btr'38'33" r ,.,,DESCRIPTIONS AS FOLLOWS PARCEL A.26: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNlY, FLORIDA, THENCE RUN S 00"54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89"38'33" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00"54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89"38'33" E, A DISTANCE OF 116.20 FT. THENCE RUN S 00"54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. 1 112"(MIN.) THICK FOOT TYPE S.111 All'tW.llC CONCMM IUllWll! I-* ,¥ \IJ w ..__....--SILT R.OW #. I 0 JO" o•k \ 10" oak 0 t A..26 P.O.B. 0 2-JO" oaks ~o.oo N Btr'38'33. r DESCRIPTIONS AS FOLLOWS PARCEL A. 25: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN Fl.AT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNlY, FLORIDA, THENCE RUN S 00"54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N '59·35'33" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 510.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 80.00 FT, THENCE RUN N 00"54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89"38'33" E, A DISTANCE OF 80.00 FT, THENCE RUN S 00"54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. 1. ALL PAVINO AND DRAINAGE IMPAOYEMEHTS SHAU. CONFORM TO FOOT STANDARD SPECIFlCATIONS OF AClAO AND BllOOE CONSllUJCllON, LATEST eomON. 2. ELEVATIONS REFER TO N.0.V.D. 1121. 3. THE CONTRACTOR SHAl.L VERIFY BENCHMARK LOCATION AND 80\.fol!lARY Sl.f!YEY BERlRE BEOINN1NO OON8TRUCl10N. 4. ALL BAS, lE..EPHONE, CABLE 1V AND POWER LINES 8HAll. BE INSTAU.ED \.l>IDERClRO\.l>ID. 5. THE LOCAllON OF EXISTNl UTILITIES ARE APPROXIMATIO l>S -AND IT IS 1ME CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCAllON PRIOR TO CONSTRUCTION IN THEIR VICl!nY AND TO NOTIFY UTILITY COhFANIES BERlRE DIOOINCl. e. ALL UNDERClROUNl UTILITIES OR CONDUITS FOR THEM MUST BE INSTAU.ED BERlRE BASE AND SURFACE ARE CONll1lWCTED. 7. AU. CULVERTS SHAl.L HAYE A FOOT INDEX Z72 4:1 ~RED END SECTION \.l>IL.ESS OTHERWISE SHOWN. I. CONTRACTOR 8HALL INSTAU. A SILT SCREEN FENCE AS SHOWN ON 1MESE ENOINEERINO PLANS PRIOR TO START OF CLEARINO. 8. AU. SI.OPES STEEPER THAN 5:1 SHALL BE SODDED. LOT25AREA· 10,2n.58F LOT 21 AREA• 14,a08 SF TOTAL LOT AREA• 26, 21l6.5 SF LOT 25 BLOO AREA• 3151.57 8F LOT 25 SIDEWALK l DRIVEWAY AREA "81UI SF LOT21 BLOOAPEA·3Cl7.711 SF LOT29 SIDEWAL.Kl DRIVEWAY AREA..8115.13 8F TOTAL IMPERVIOUS AREA• 7138.811SF•30.3 % RETEHT10N IS COMBINED FOR llOTli PARCELS CXlMBINED RETI;NTION POND• 7001.80 SF DEPlli OF cot.l!INED RFraNllON •I" VOLUME AVAIL 0 COMBINED RETENT10N • (7001.8 X 0.87) / 2 • 23'5.I CF TOTAL AVAILAllLE STORAGE• ZMU CF TREAlMEHT RlR IMPERVIOUS AREA• 2345.9171311.ll • 0.30T OR 3.111" TREAlMEHT RlR TliE ENTIRE BITE• 2346.1126,206.6 • 0.083 'OR 1" r L.IEROCICICRl9E~twll'MIE~l) COMPACTED TO A MAXIMUM DENSITY AS DEi U WED IY AA.8.H. T.O. LEGEND N 4 T·11D WIT1I LIA 100. 12' l!.O.P. 1r STAllJZED llaME CXM'ACTB> 10 ~ MAXliUit IJEll9TY M DE I U WED IY AA.8.H. T .0. T·11D MODIFIED PROCTOR WIT1I LIA 4Q.. NEW PAVEMENT DETAIL ""' NOTE: SPACINCl RlR TYPE 3 SILT FENCE TOBE3'.()'MAX8PACINO ~ ____,..... SILTR.OW NOTE:~ PLACE SILT FENCINO AROUl«l ENTIRE PROPERTY ANO AS SHOWN ON PLAN~FtNCIPLE POST POSmON POST OPTlONll: OPT10NAL POST POBITKlNS CANTED 20 TOWARD FLOW) WOOD21/2'MIN~ ~.-. W0002"x4• OAK1112"x1112" e'.()' MAX SPACINO FlL TER FABRIC PN CONFORMANCE WITH sec. 1115 FOOT S?EC.J r II ~ . jl?l lfilL= • I ELEVAllON I SECTION FILTER FABRIC NOTE: SILT FENCE TOBE PAID RlR UNDER THE CONTRACT\.l>llT PRICE FOR STAl<ED SILT FENCE (I.Fl FOOT TYPE Ill STAKED SILT FENCE N.T.8. GRAPHIC SCALE 10 0 & 10 20 40 ... -•' I I I I CW• I ( IN FEET ) 1 inch "" 10 fl .p ......... """"' P!ICll'CE> QM)!! --sr--PRCIP08ED &T F1iNCE OIWNAOi A.CM' NfffOlf @l Wrr!Al!D !ND UCT10N ••• MATCH iX8lJrrtO GRADE ~ ew&.•-j(j 9a.lQID9 \ IT'll11'1E.LAWI ,_...,..,,., NORTH --°""°"-... NO.I DAT< REVISIONS CHK'D s ~ ~u.ivu.rs DRAINAGE PLAN LOT A.25 &26 OAK LANE CAPE CANAVERAL, FL DRAINAGE PLAN AND DETAILS q f1\~ )U L DlllE 11.M.14 --, .. ,Cl' -ICla IHT.NC 20F2 l! I J f I f -1" YI OAK LANE S Btr38'33' E 116.J!O PROVIDE 12"X12" THICK EOOE ALONCIAl..l. EOOESOF1HEPAV1NO Al.ONO THE l\'W Willi 115 COl{T. // ;~ :;.,~~·..:;.~~-DRl~VEW'llllll~A-Y~~~~~~~~~ TO WEST. PFIOVIDE II' CONC. DRIVE WI FllERME8H ON -OOMPACreD FIU.ATl\'W,TYP. S Btr38'33" I BQ.00 PROVIDE 12"'X12" lHICK EOOE ALClNB Al..l. EDGES OF lHE PAVlNO ALa«J THE R/W Wl'TH tfr5 CONT. !if PROVIDE SWlil 0 PROP. DffVEWAY AT EXJ8mKI LOW POINTTO DRAIN ---rowe . PROVIDE II' DONC. DAJYE WI FlBERMESH ON 111% COMPACTED Fll.l.ATl\'W,TYP, \I I~ I/ \ I I I ' ~ 11 I h ~~ _L o r------1 24 • oak . ~ . ~ ~ PROPOSED ~ ~ ~ RESIDENCE 8 "" 5?.00'x60.00' PROPOSED ij! PROPOSED F.F.£.:7.01 RESIDENCE gj 24 • AIJ{)VE ROAIJ , 67.00'x62.00' .., :0: I I I I 'Y PROPOSED F.F.E. ~8. 48 ~ 0 . 0 ii! ~ 24" ABOVE ROAIJ ~ 28 :Ii EROSION CONTROL NOTES A. A LANO-DISTURBING ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY AND SOIL TYPE SO AS TO CREATE THE LOWEST PRACTICAL EROSION POTENTIAL. B. LAND-DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZING EROSION. C. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE KEPT TO A PRACTICABLE MINIMUM. D. EROSION CONTROL MUST BE STRICTl Y MAINTAINED DURING CUT AND FILL OPERATIONS. E. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLEMENTED. F. TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED CRITICAi. AREAS DURING DEVELOPMENT. PERMANENT VEGETATION AND STRUCTURAL EROSION CONTROL G. MEASURES SHALL BE INSTALLED AS S<XlN AS PRACTICABLE. H. ADEQUATE PROVISIONS MUST BE PROVIDED TO MINIMIZE DAMAOE FROM SURFACE WATER TO THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACE OF FILLS TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED BY THE USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR MEASURES UNTIL THE DISTURBED AREA IS STABILIZED. I. CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION AND RUNOFF FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY. J. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR CONSTRUCTED CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS WITHOUT ADEQUATE PROVISIONS FOR AN EQUIVALENT ALTERNATE SYSTEM WITH A POSITIVE OUTFALL K. ALL R.0.W.'S, WATERWAYS, STREETS ANO SIDEWAU<S SHALL BE BUFFERED BY A TWENTY (201 FOOT WIDE STRIP OF GRASS OR OTHER SUITABLE MEANS. L GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF BRIDGES OR CULVERTS EXCEPT WHEN SUCH METHODS ARE NOT FEASIBLE AND PROVIDED INN('( CASE, THAT SUCH CROSSINGS ARE KEPT TO A MINIMUM AND SEDIMENTATION CONTROL DEVICES ARE PROVlDED. M. HAY BALES OR FABRIC FILTER WILL BE PLACED AROUND ALL OUTFALL INLETS PRIOR TO CONSTRUCTION "1 I I I ~ ~ I I I n I ~ 40· oak GENERAL PAVING AND DRAINAGE NOTE~ ~I / ~ ~~ I ~ / ~ I o,,._, \ 10" oak I ~~ \ 0 --~ I I II ,-MA 116.JIO N Btr38'33" 'IT ,p/ ~ DESCRIPTIONS AS FOLLOWS PARCEL A.26: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S D0'54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89'38'33" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00-54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 59·30'33" E, A DISTANCE OF 116.20 FT, THENCE RUN S 00'54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. 1 1/2"(MIN.) THICK FOOT TYPE S-111 Alll'tW.11C ~ 8UIWoCI! r l..llEROCKICAl9 COQUlllA IWll'RllE ~ll COMPACTED TO A MAXIMUM DENSITY AS '*'cwcw IY AA.8.H. T.O. T-1m wmu.IR 11111. J-W ,¥ >k W -----SILT F\.OW -----SJLTFLOW ~0.00 N Btr38'33" 'IT DESCRIPTIONS AS FOLLOWS PARCEL A.25: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN Pl.AT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00·54•29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N B9·3g'33" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 510.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 80.00 FT, THENCE RUN N 00·54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89'38'33" E, A DISTANCE OF 80.00 FT, THENCE RUN S 00-54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. 1. Al..l. PAVlNO AND DRAINAGE Jt.FROVEMEHTII 8HAl..l.CONFORM TO FDOTSTANDARD SPECIFlCATKlNS OF ROAD AND BllOOE CONSllWCT10N, LATEST EDmON. 2. ELEVATIONS REFER TO N.G.V.D. 1121. 3. THE CONTRACTOR SHALL VERIFY BE~ LOCATION AND BOUNDARY SLllVEY BEFORE BEQJNNJNQ OONSTRIJC110N. 4. Al..l. QAS, TB.EPHONE, CABLE 1V ANO POWER LINES 8HAl..l. BE JNSTAU..ED LWDER<lRCX.tiD. 5. THE LOCATION OF EXlSTl«3 l/TIUTlES ARE APPROXIMATE M SHOWN AND IT JS THE CONTIIACTOR'S RESPONSJSJLITY 10 DETERMINE THE EXACT LOCATION PRIOR TO CONSTRIJCT10N IN THBR V1Cl"'1Y ANO TO NOTIFY l/Tll.ITYCOMPANES BEFORE DIOOINQ. 8. ALL UNDERQFIOUND l/TIUTlES OR CONlUITS FOR THEM MUST BE INSTALLED BEFORE BASE AND SURFACE ARE OCHJTlWCTED . 7. Al..l. CULVERTS 8HAl..l. HAVE A FOOT INDEX 272 4:1 MITEl£D END SECTION l.WL.ESS OTHERW1SE SHOWN. 8. COKTRACTOR 8HAl..l. INSTAl..l. A SILT SCREEN FENCE AS SHOWN ON THESE ENQJNEERINO PLANS PRIOR TO START OF CtEARINCl. I. Al..l. SUlPES STEEPER THAN 5:1 8HAl..l. BE SODDED. LOT 25 AREA• 10,m .5 SF LOT21AREA· 14,8211.08SF TOTAL LOT AREA• 25, 2116.5 SF LOT 25 BLOO AREA• 3151 JU SF LOT25 SIDEWAU<& DRIVEWAY AREA-112.ee SF LOT 21 BLOO APE>.• 2907.78 SF LOT2881DEWAU<&DRJVEWAY AREA-1185.83SF TOTAL IMPERVIOUS AREA• 71311.• SF• 30.3 % RETENTlON IS CCMllNED FOR BOTH PARCELS COMBINED RETENTION POND• 7001.10 SF DEPTH OF COMBINED RETENTION • 8" VOLUME AVAIL 0 ~ED RETENTION• (7001.1X0.17) 12 • 2345.8 OF TOTAL AVAILA8L.E STORAQE-:tWU CF TREATMENT FOR IMPERVIOUS AREA• 2346.8171311.18 • 0.30T OR 3.118' TREATMENT FOR THE EHTIRE SITE• 23415.8125,2015.6 • 0.11115 'OR 1• LEGEND N .p 12' E.O.P. 12' NOTE: ............ """""'"°""""" 4 s -~··--"f"~ I 111-= ~--F1L TEA FABRIC PN CONFORMANCE Willi SEC. 1115 FDClT SPEC.) --Sr---@l MEE OAAIUdE R.0W MFO# ~ ,_,_, --· /I\ ~ j {lfEST) BLVD. I • I •.T.••Cl<T"""''°"'' ""'-" 11 llq PROP08ED &T FliiNCE lllUT!Rl!D !ND aecT1CN 1r STAllJZED 8laMIE OCIM'ACTED TO II"-~ DENlr1Y M DEIS WED IY A.A.IJl T .0. T·1m MODl'ED l'ROCTOR wmfl.IRC. NEW PAVEMENT DETAIL ~ FIL TEA FABRIC ' ELEVATION SECTION NOTE: SILT FENCE TO BE PAID FOR 1.WDER THE CONTRACT I.WIT PRICE FOR STAJCED SILT FENCE (LF) FOOT TYPE Ill STAKED SILT FENCE N.T.S. @ GRAPHIC SCALE 10 0 6 10 20 40 ... -... I I lo ' c·• • NORlli ( IN FEET ) 1 inch = 10 1l. NO.I DATE MATCH iXllT1NO ORADE ---rrantELAWI 1.-.oMTIO GMLe-~ -----a.Oii ......... REVISIONS CHK'DI ll .. llESCRIPTte><I r -rtt:LD DRAINAGE PLAN ~ I w.n LOT A.25 &26 ..... ,. OAK LANE .wJ 1-.10 CAPE CANAVERAL, FL DMW ICU -DRAINAGE PLAN AND DETAILS 1--·" 20F I 111 1 JOHN A. PEKAR, P.E., LLC Clvll Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpelt.arpe@gmail.com Roni Flowe rooitlowe@gmail.com Office Manager CeU Phone: 321-403-9899 March 3, 2016 TO: Mike German FROM: John A. Pekar, PE SUBJECT: Lots 127 Oak Lane (Parcel A.25) To confirm my February 25 , 2016 Oak Lane lot inspection for parcel A.25 (i.e., Lot 127) and my telephone conversation with John (Contractor), I note the following: l. The overlapping Lot 127 survey with the eastern property's surveyor, is in the process of being worked out between surveyors and owners: The City may have to get involved as a third party. 2. Once the property lines are agreed upon, the builder will establish the proper lot swales. (All property lot swales need to be established or upgraded.) 3. As higher stem walls are part of this building, the grading patterns around the building can be lowered slightly to present a better swale. 4. The Owner/Contractor knows that no building C.O. will be issued by the City until the above issues are finalized. (This includes sodding of improved lot swales.) Sincerely, John A. Pekar, PE Consulting City Engineer JAP:rmf .. ·111111 1 JOHN A.. PEKAR, P.E., LLC Civil Engln .. rlng/Consultlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@groail.coro Roni Flowe ronitlowe@gmail.com Office Manager CeU Phone: 321-403-9899 March 29, 2016 TO: Mike German FROM: John A. Pekar, PE SUBJECT: Lot Grading for Two (2) New Homes 127 & 131 Oak Lane (Lots A.25 and A.26) At 11 :00 a.m., J. Pekar met with the building contractor (John, 321-403-3263) to review final lot grading on the two (2) newest homes (lots A.25 and A.26). After walking the two lots, the following site work was agreed upon: 1. Rear swales need to be graded for both lots and these swales will receive some minor backyard drainage from Ocean Gardens. Storm runoff from rear swales will be directed to side yard swales and Oak Lane. 2. The eastern new home requires a swale along its northern property line. The construction of this swale will be based on the owner's boundary survey. Some future adjustments to this northern swale may be necessary based on a discrepancy in the adjacent property's perceived property line. 3. Sod needs to be placed on both new home sites. 4. The builder is hoping for a closing on the western most home (lot A.26) next week, also with a C.O. 5. A final City inspection will be held once the sod has been placed. Sincerely, John A. Pekar, P.E. JAP:rmf • ,, 111111 JOHN A. PEKAR, P.E., LLC Civil EnginHring/Consulting 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Rooi Flowe ronifiowe@gmail.com Office Manager Cell Phone: 321-403-9899 ~ October 20, 2015 TO: Mike German FROM: John A. Pekar, PE SUBJECT: Lots 127 & 131 Oak Lane (Parcel A25 and A26) Mike: Based on a site inspection performed on 11-24-15, we note the following for the two (2) referenced lots: 1. Building foundation form work is in progress for both lots. 2. Building pads are above the road grade with the eastern parcel's pad slightly higher. 3. The survey submitted lot grades show both lots will receive storm runoff from the higher adjacent backyards of Ocean Gardens Wave One. 4. Their survey's, however, do not show proposed grades for the side yards. Unless properly graded, these lots will hold rainwater in their back yards. As these local soils have slow percolation, the back yards will remain wet for long periods. 5. It is suggested that the site plans be updated to show side swale grades to Oak Lane or indicate long term detention in the backyard areas. This latter drainage condition will impact future use of the backyard areas for pools, etc. As building work is underway, this update to their grading plan should be made as soon as possible (i.e., within 7 working days) in order not to delay home construction. Ifthere are any questions please let me know. Site inspection photos are attached. Sincerely, John A. Pekar, PE Consulting City Engineer JAP:rmf Attachment: Site Photos 11/17/2015 Revised Survey 1 message Gmail -Rel.ised Sur.ey Michael German <M.German@cityofcapecana\eral.org> To: John Pekar <johnpekarpe@gmail.com> John, John Pekar <johnpekarpe@gmail.com> Thu, Nov 12, 2015 at 12:42 PM John with Tum Key dropped by and made a change to the attached survey for Oak Ln. there are two attached, both for the same lot, John is planning on coming back to change the other. Please let me know if this is what you were requesting. Thanks, Michael L German Building Official, CFM City of Cape Canaveral 110 Polk Ave. P.O. Box 326 Cape Canaveral, FL 32920 (321) 868-1222 x14 M.german@cityofcapecanaveral.org www .cityofcapecanaveral.org Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing https://rrail.google.com'mail/u/O/?ui=2&ik=ccd1e79234&"1fNF-pt&search=inboJ<&th=150fcca4d8453ef8&siml=150fcca4d8453ef8 1/2 11/17/2015 Gmail -Rel.ised Sur~y Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing SKonica C4515110911260.pdf 1479K https://mail.google.com'mail/u/O/?ui=2&ik=ccd1e79234&"1fNFpt&search=inbox&th=150fcca4d8453ef8&siml=150fcca4d8453ef8 212 PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John Dismore DESCRIPTIONS AS FOLLOWS: RECEIVED OCT Z7 2015 COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORD/NC TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PACE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00"54'29H E. ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89"38'33" WAND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 510.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 80.00 FT. THENCE RUN N 00"54'29" W, A DISTANCE OF 128.50 FT. THENCE RUN S 89"38'33" E. A DISTANCE OF 80.00 FT. THENCE RUN S 00"54'29H E. A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. 54 OAK LANE .,.1. 6· GRAVEL PUBLIC ~~-P~~ ___ R/.Y VARIES _ --- REC. 5/8 • l.R. REC. 5/8" lR. 9"!-~~ *J~ -\! LOT 8 re.e.) s 89.38 '33" E EDGE OF PA VEA/ENT PROPOSED ~ CONC. . DRIVE 22.7 c:::. ~-'--'--~--1::i 0 24" oak 17.7 ~~-----.. 3.0 o; 4 Rak 010" oak 10" oak 0 PARCEL A.25 2 -10" oaks . ,/·CR IJJ;L 8 VACANT~ . /~ F <\ 80.0 -\f*J· N 89.38 '3 LOT 7 :\. REC. w ,;t LOT 6 OCEAN GARDENS WA VE ONE (P.B. 38, PACE ?2) 'O~\ 9 \\i REC. 5/8" lR. P.O.C.~ N.E. CORNER OF LOT B P.0.B. 510.10 N 89.38 '33" w WALKER LAND SURVEYING INC. N + s ~l. ~fAH~~~~ ~y ~~:.y ~~ ~ts=~I€!..': ~~~CN. i 2. ~1:i:~=D A:ON~~=v: \IC:: ~~r~;~ =~· l~~~~~~UTC~ 1 THIS SURVCY W'IU l'RCPM£11 ro TITLE Jl*'DltHi'ITIDN n.ltNISHED TD THC SURVCTCll .. TH(RE KflY J£ OTl<R RESTRICTIONS IJt tASV£NTS Tl-'AT ,,..rtCT THIS PRIPCRTY. 4. NQ UN~D 1"1"f1DVEMCNTS H1\VE 1££N llrA TCD UN..ESS DTt€RVtsC IHDVN. 5. THIS SlRVCY ts l"ttCPMCD F"m THE IO....E IEMCrlT rl Tt«lSC CERTlflED TO NilO SMIJ.LD NOT IC RCLICD ~ IY /!MY DTHCR ENTITY. 6. DlMENSUJNS SHDVN rat ft£ L.Cl:l.ltot or IMPRQV[t!CNTS HCIEJil StO.LD IClT IC USCD TD RCCOfSTia.ICT IDUNDNIT LINa. 7. CLEVATIONS, IF' SHDVN, "'l£ MUD ON ...,_TIONAI. CitODCTIC VCATICAI... D4T\.14 CF 1929, LN..tiS ~u~ryomcc a. ~':"~SE :~~D.ON THE SOU:9,.Rll' LINE OF OAK LANE ~----,....,..,.,..,,,,..------t /IOCllUDCC. FL .JZr.J5 SAID ICARIHCi ICfNCi _,,S,_,,8,,_(J"._.'3,,8_.33..__,E._ ___________ _ ~.r. :=:;~~ f ~D '· ICMINCi =~T=l= ---~A: ;nn::=!.t~.s s=~T~ U •MK 1C1111U1Ci csct 14D 1'. ._,. l'I'( [JI ICLETJONS TO TI-IS Sla'VCY IS Pmt:llrtD W'ITHOJT CIJMSCJ(T f"l>M lttiNDC'.i SUltVCYOll WC "'1lllR COtlUDO u. ... mo ~ =""we;™ ~ u.~t:v~1~~ SCllLC 1--I' •20' ~ ~==~= ~ =w~,~~~·~'~"~··~D~IY~·t--l~...;,..J:..~__::=:~--~R.L~£~1C>~S362~~,~~oc;;u~~~::T~E~_-_-_-_~_-_-_-_-_-_-r.~~DER"""1G:------t "'· •"1"ICllL CIC -cuvm:D COCIC.Tt BOUNDARY 6-20-13 49521 ~ ::m..."ir-vAT r.:,. ::~J:,.,sc 1-------------------l PLOT PLAN 9-11-13 ~· ~~ [11..'"' ~~-THIS IJILlll~RTY DOES NOTuc IJITHlN H£ ESfAk.ISHED ~~ :~ ~=~=1~ ~ :::i~ rl =:c.:~n.c SPE'.CIAL n.DOD ~ZAAD MCA PCR •rntM'. lT LIES IN DK• X ELEV. J0-2J-J5 a. ;fr~W"'.,., .. ic urLf(,I';, =.."'!' .. "I:"""' "'"'L 1 12009C 0313E w ••m• ..±!1=f1!!. ,...1111 n• Z . .A.JI. CHECKED JY• PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John Dismore DESCRIPTIONS AS FOLLOWS: RE CEIVED OCT Z 7 2015 COMMENCE AT THE NORTHEAST CORNER OF LOT 8, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PACE 22, OF TH£ PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00"54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89"J8'JJ" WAND PARALLEL TO TH£ NORTH LINE OF SAID LOT B, A DISTANCE OF 510.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 80.00 FT, THENCE RUN N 00'54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89"38'33" £, A DISTANCE OF 80.00 FT, THENCE RUN S 00"54'29" £, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. e4 OAK LANE c]; 6· GRAVEL PUBLIC ~~~~ ~~-R,{Jf' ~RIES_~~- REC. 5/8" JR. ait: ~O)~ ~..:Nin i;i~ ""Cti ~~ ~t\l 028 Cl;~..., ~ JQB ~ REC. 5/8" JR. +i-IJ~ ~'P ;! LOT 8 (B.B.) s 89°38 '33" E EDGE OF PAVEMENT PROPOSED ~ CONC. DRIVE 22.7 ~ <::. ...; 0 ... 24" oak PROPOSED RESIDENCE <::. to-. 57.00'x60.00' c:; c:; +i-PROPOSED F.F.E.=7.01 <o "' 'O~ 24" ABOVE ROAD oak ~ N + s 17.7 Oi JO" oak 0 LOT 7 OJO" oak ~ .i REC. " W +r o'.'> LOT 6 OCEAN GARDENS WA VE ONE (P.B. 38, PACE 72} o"> 'O· " \\e REC. 5/8" JR. ~ ~ ~O)::; in.N..: Cti ""~ t\l~~ ..... ~~ ~ P.O.C~ N.E. CORNER OF LOT B CJ) ~ P.0.B. 510.10 N 89°38 '33" W INC. ""1. THC UNDERSl<:.HCD DDts HtAEIY CCRTlfY THAT THIS SURVC'I' MCCTS Tl£ "IN!Ml»'I T£.CHNICAL.. ~ STAHDMllS SCT fDRTH l'I' THC f\ .. OIUDll JOARD Of'" SURVCYCJtS AND MAPPERS IN OWTCR i 5J-17 rllJU~ ADHINISTRATlVC C:OllC P'URSUMT TO DW"TEI 472-GZ7. fl.DRlllA STATUTCS. 2. LN..CSS SIGN[]l AH11 CMIDSUD VITH SURVETDlt'S SCM.., THIS SURVEY IS MDT VllLllL l. THIS $1.RVEY VAS ptt[l'Nt[D F'RCJ4 Till( JWQRMTltJrt rt.JRHIS.CD TC THC SUAVCYtlt. THCRL MAY IC OTHER RaTIUCTlDNS Dlt EASCMDITS THl'IT N'F'CCT THIS NCf'tRTY, 4. fCJ l.tilJ)(ltCiRIJUND l)ipRQV£HCNTS HAVC XCN LOCATCD UN.CS$ OTHtR'w'ISC DllVN. 5. THIS SUtVEY IS PR£PAREll rDR THE SCI..[ IENC:rJT or THDst CERTlf'ICll TD NrtD SHl.l.D /CIT It RCLlCD LPOil IY Nff OTO ENTITY. 6. llllKNSIC»G SI-OWN rca Tl< LOCATION or l~EMCNTS HCRCDH SlG.l.11 HOT llE USED TD RECONSTRUCT DJNDMY LINES. '· 0..[VATIDHS. Ir SHDVH, ARC IASCll DN *TIDNAI. CitCDtTIC vtllTICAL.. DATIM er 1929, UfrrU'.SS r:f,*t°u.r:"f,.,. OFFICE a. ~':t';"~S( =~II.ON THE sou.re.. R/lf IJNE 01' OAK LANE 1-----...,.._....,,,.-----t ~:;; R"-5 SAlll ICM~ Jtl""' S 8tr38 33 E :·'· ~:r~NGICT ~ ~D »t-t.Jl-lff>I (FAX) ~~ J[,lt,R[NCi lt.HDT~l=Sl'llte.W: ~AllT :i'n:=As~~~ s~~,v~~T~IJN. U. •IASt 1CMUG ate ti> LP. •llDI 1'1Pt LB 6'710 D CNS OR 0£1..ETTIJNS TD TMIS SUltVEY IS ltltCJolillTtD WinOJT ctWSCHT rROM SICifrillNCi SLaVEYOA. r ;£~;:--~ LA~t~~~l-----1-4--...:.:;.~~=;;_;==;;_;""";;;_;;=;;.;_;;,..;.;=;;_;S;..C...=E =1--.....;.;;;;.;.;_I_" -,-20--,,-__,-----t 01 -ootD llCC. CCO\l'CIU CtRTIFlED IY• IU .. .S. NO. '36Z i.,,,...,..=,...-----...,;.;:::::::::-:::----i ~~.=:~= ~fil: :::;Trr°'~,1~~~-+-H-+~ ..... ----------n ..:El.=•..:c .. c.c';..'-----oua ICl. ~ :_rg..~ .. ...,.-y ~ ~~~rt BOUNDARY 8-20-13 49521 ua. ..,,DIAi.. CSMT . .oCASOC111r 1-----------------~ PLOT Pl.AN 9-11-13 E?· :s:"°'"' ~ ~-THIS 11.JILDING/PfmPCRTY DOES NOTLIC 'WITHIN THE ESTllLISK:D ~~ ~~ ~=~=~g ~ ::.r::~ rl :-CJ.C=Tlll: $PCCIAL n..DOD MAZAAll AREA PEA "flllH'. IT LIES IN ZCK• X ELEV. 10-21-15 CL ;~~~~~IC llTJ,~. ~norsff"'TDI PNE:L • 12009C 0313E KAP DATE> 4-3-89 DllAVN ,, .. Z.AI. PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John D/smore DESCRIPTIONS AS 1-ILLOWS: COMMENCE AT THE. 7RTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, L THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00°54 129 11 £, ALONG THE EAST LINE OF SAID L 8 A DISTANCE OF 66.00 FT, THENCE RUN N 89°38'33" WAND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DIST,i,/v .-590.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, -THENCE N N 00°54 129 11 W, A DISTANCE OF 128.50 FT, THENCE RUN S 89°38 13311 £, A DISTANCE OF 116.20 FT, THENCE RU!v 00°54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. OAK LANE GRAVEL PUBLIC R/W VARIES -------(B.B.) MANHOLE @EL. 5.64 EDGE OF PAVEMENT s 89°38 133 II E PROPOSED CONC. APRON REC. 5/8" JR. 0 REC. 5/8" JR. 30" oak PROPOSED CONC. DRIVE LOT 11 OCEAN GARDENS WAVE TWO (P.B. 40, PAGE 45) ~ t\j ....... 4.0 39.0 PROPOSED RESIDENCE 28.0 67. 00 'x62. 00' PROPOSED F.F.E. =8.48 24" ABOVE OAD efi- 1i1.3 ~I P.O.C. NE. CORNER OF LOT B 11 .0 25.0 PARCEL A.26 VACANT ~I LO ~'!- P.O.B. 590.10 I ~ N 89°38 133 II w ~i ro\ ~ ~~ OCEAN GARDENS WA VE bONE (P.B. 38, PAGE 72) <t~ ~ 'WALKER LAND SURVEYING~ INC. N 4 s BREVARD COUNTY OFFICE 4175 S. U.S. 1 t------...,-.,,.,,,"=""..,....------t ROCKLEDGE. Fl. 32955 LEGEND 321-636-1055 P.T. =POINT OF TANGENCY P =PLAT 321-636-1404 (FAX} LB 6710 D =DESCRIPTION F =FIELD B.B. =BASE BEARING <SEE 18> J.P. =IRON PIPE A/C =AIR CONDITIONER JR =IRON ROD R =RADIUS C.H. =CONCRETE HONUHENT L =ARC LENGTH SET J.R. •5/8' IR. \J/ILB 6710 CH •CHORD REC. =RECOVERED CERTIFIED ey, ~I. ~~~N~~~~~s~~~E~o~~~s B~E~~y F~~~i~y B1~~~ 1~ISsJ~~~~~R~E~Ji ~~~p;~~I~~M c~~~~~~CAL ~ 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TD CHAPTER 472-027, FLORIDA STATUTES. 2. UNLESS SIGNED AND EMBOSSED IJITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID. 3. THIS SURVEY IJAS PREPARED FROM TITLE INFORMATION FURNISHED TD THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERIJISE SHOIJN. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TD AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHOIJN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TD RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOIJN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERIJISE NOTED. THE SOUTH R/W LINE OF OAK LANE B. BEARINGS BASED ON ----, -,,--'---------------- SAID BEARING BEING S 89"38 33 E 9. BEARING AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERIJISE SHOIJN. IO. SUREMENTS SHOIJN ARE BASED ON THE STANDARD U.S. SURVEY FOOT. D' T ONS OR DELETIONS TD THIS SURVEY IS PROHIBITED IJITHOUT CONSENT FROM SIGNING SURVEYOR. SCALE I---I' = 20' ---J R.L.S. NO. 5362 CB =CHORD BEARING P.o.B. =POINT OF BEGINNING -----1---+++----..>-------------FIELD DATE ORDER ND. P.O.L. =POINT ON LINE P.O.C. =POINT OF CJ)tHENCEMENT TYP. =TYPICAL CIC =COVERED CONCRETE R/IJ =RIGHT-OF-VAY NLD =NAIL L DISC RAD. =RADIAL ESHT. =EASEMENT BOUNDARY 6-20-13 ----------~----------iPLOT PLAN 9-11-13 49521 N.R. =NON-RADIAL DRAIN. =DRAINAGE \J.P. =IJITNESS POINT UTIL. =UTILITY VD. =IJOOD C.L. =CHAIN LINK THIS BuILDtNGIPRDPERTY DOES NOTLIE IJITHIN THE ESTABLISHED PLOT REV. 5-5-15 PLOT REV. 7-9-15 PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John D/smore DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00°54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89°38'33" WAND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590. 10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00·54'29" w, A DISTANCE OF 128.50 FT, THENCE RUN s 89°38'33" E, A DISTANCE OF 116.20 FT, THENCE RUN S 00°54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. OAK LANE GRAVEL PUBLIC R/W VARIES -------(B.B.) MANHOLE ®EL. 5.64 EDGE OF PAVEMENT S 89°38 '33,, E REC. 5/8" IR. 0 REC. 5/8" IR. 30" oak PROPOSED CONC. DRIVE <µ i!~-· -----< REC. 5/8" IR. LOT 11 OCEAN GARDENS WAVE TWO (P.B. 40, PAGE 45) <:::'.) ~ ....... 4.0 39.0 PROPOSED RESIDENCE 28.0 67. 00 'x62. 00' PROPOSED F.F.E. =8.48 24" ABOVE ROAD o/;f. <tjl.3 ~I P.O.C. NE. CORNER OF LOT B 11.0 27.0 25.0 <:'.)I PARCEL A.26 c::i VACANT ~ .ri-~~ t.-} i! .ri-116.20 ~Cf N 89°38 133,, w LOT 10 LOT 9 .ri- ~I REC. 5/8" IR. 1-ri- ~· LOT 8 P.O.B. 590.10 I ~ N 89°38 '33,, W .ri-~) ~ ~~ OCEAN GARDENS WA VE ~ONE (P.B. 38, PAGE 72) <t~ 'WALKER LAND SURVEYING~ INC, N 4 s BREVARD COUNTY OFF/CE 4175 S. U.S. I ~I. ~~~N~~~ii~s~~~E~D~~~s B~E~~~y Fi~~jg~y B1~~~ 1~ISsJ~~~iciR;E,fJ~ J~~p;~~I7~M c~~~~~~CAL ~ 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TD CHAPTER 472-027, FLORIDA STATUTES. 2. UNLESS SIGNED AND EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TD THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS DR EASEMENTS THAT AFFECT THIS PROPERTY. 4. ND UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPARED FDR THE SOLE BENEFIT OF THOSE CERTIFIED TD AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHOWN FDR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TD RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. THE SOUTH R/W LINE OF OAK LANE t------...,...~"'="'.,....-------1 ROCKLEDGE. Fl . .J2955 8. BEARINGS BASED ON----,-~,,~---------------- SAID BEARING BEING s a9•3a 33 E P.T. =POINT OF TANGENCY P =PLAT D =DESCRIPTION F =FIELD B.B. =BASE BEARING <SEE 19> I.P. =IRON PIPE A/C =AIR CONDITIONER I.R. =IRON ROD R =RADIUS C.H. =CONCRETE MONUMENT L =ARC LENGTH SET I.R. •519' 1.R. \//IL3 6710 CH •CHORD REC. •RECOVERED .J21-6.J6-1055 .J21-6.J6-1404 (FAX) LB 6710 CERTIFIED BY• 9. BEARING AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN . 10. SUREMENTS SHOWN ARE BASED ON THE STANDARD U.S. SURVEY FOOT. D T DNS DR DELETIONS TD THIS SURVEY IS PROHIBITED WITHOUT CONSENT FROM SIGNING SURVEYOR. SCALE f---I' = 20' ----l R.L.S. ND. 5362 CB =CHORD BEARING P.O.B. =POINT CF BEGINNING 1-----+--+lrl-~ol-------------FIELD DATE ORDER NO. P.O.L. =POINT ON LINE P.O.C. •POINT CJ: ClM4ENCEMENT TYP. =TYPICAL CIC =COVERED CONCRETE RI'\/ =RIGHT-OF-'\/AY NLD =NAIL L DISC RAD. =RADIAL ESHT. •EASEMENT N.R. =NON-RADIAL DRAIN. =DRAINAGE '\IP. ='llITNESS POINT UTIL. =UTILITY r 1 .. ruAttrJ 1 ,._..., BOUNDARY 6-20-13 -------------------PLOT PLAN 9-11-13 THIS BUILDING/PROPERTY DOES NOTLIE WITHIN THE ESTABLISHED ~f~! -!t~Yr ~-~-!~ 49521 OAK LANE GRAVEL PUBIJC ___ RL!Y VARIES ___ _ 1.26 f.l>· ABEA CALCULATION: TOT AL AREA OF SITE OUNED • 9,S4e S.F. • IZ!.219 AC 6LDG. AREA 2,S&l S.F. BEAR CONCRETE PATIO .3&1 S.F. SIDElUALK .e FRONT ENTRY 11& S.F. DRIVElUAY 41Z!IZI S.F. TOT AL IMPERVIOUS AREA .3,4e.3 S.F. = IZ!.IZ!e AC VOL. OF STORAGE AVAIL.•<l&'x6&'xl.2S)/2 •61Zl9 C.F. EDGE OF PA VE.MENT (B.B.) S 89°38 '33 JI E 80.00 ~ REC. 5/8" LR~ __________ :: ___ TREATMENT VOL. PROVIDED • tsi•l.11 INCH OVER THE ENTIRE SITE OR I I 6~t.. I , 6 6· ~ j.~v· f'5 = 2.1 INCH OVER T14E IMPERVIOUS AREA - -!REC. 5/8» lR. I C.0. 11 INV. EL. &.& c.o. q) "°'I NE1T PROPERTY LINE PER FIN. FLR EL.• 1.c:ll I • • I i I I INV. EL. &.3 rr 22.7 ~: " ~ l :: r--'----'---1 II~ B.3 -L _ _ COJ!F. _ _J .... ~ 9.7~ ~10.3 ~~· II ~le· II I ~ ., II le<:x::l II "~ II I c::::i....._. lln_ llt-.. fl:)~. ,f'c::i ~~ .,,.. I if~ I.._.. (Q'..q ...__, i II II~ ;c.nt II I lii:l!!'l n;; :1 II ~u 'tj":' "-11 I r.·i:e I .,. II ~~ I -.1.c.._-4. II I I elZILF OF 6' DRAIN :: i li ) 1 II~ 1T II 6 6""'"' I )>·i . g~t j.;.s~ll 4· I Oj 6.0 Oj ONE STORY RESIDENCE {UNDER CONSTRUCTION) , 127 FORJIS EL.=7.91 t-.. Qi 17• ABOVE ROAD 17. 7 32.7 v7 ( PARCEL A.25 INV. 4.&IZI e, I if~· . -----:?"--REC. 5/8" lR. n!-{. f\~-{. b~ f:>·f' f:>· if LOT 8 LOT 7 'RB 5777, PG. 7411 ~ ~ t-.. ~""'! l~~..q ~ ~G I~~~ ~ 1&' LONG, e• MAS. REI AINING lUALL. lUALL TO EXTEND&' NORI AND l!Z!' SOUTl-4 FROM EA.6LDG.CO~ER P.O.C.~ N.E. CORNER OF LOT B PROVIDE GUTTER ALL AROUND Tl4E 6LDG . .e DIRECT ALL RUNOFF FROM PROPOSED ROOF INTO Tl4E REAR SlUALE ~ I ~ "' e.... 510.10 N 89°38 '33 JI W "' ~ ~ 1...:i S\2~ ~ ~'°I~ ~l-01~ ~ I~ I ~ SECTION "A" N.T.S. 6LDG. lUALL FIN. FLR EL= 1.c:!l RET-lUALL, SEE DE!. FL I I EXIST. GRADE SECTION "B" N.T.S. MAS. lUALL IS VERT. CENTERED IN MAS. lUALL lU/ le' l-400K • 4e' o.c. ~ _J I I • u ., . (C\ 1&•12' o.c. e• LINTEL lU/ I'S CONT. lUALL FINISl-4 6Y OT14ERS XIS!. GRADE .3) 41& CONT. RET. WAI .I I DET. N.T.S. 11 \ \ DESIGN SPECS: ~I OCEAN GARDENS WA VE ONE DESIGN ACCORDING TO Cl4AFTER 16 OF Fee 21Zll4 :11 (P.B. 38, PAGE ?a) e,\ CONCRETE STRENGTl-4 (f'c) • 3/l)IZllZI F.S.I. I A~· REINFORCING (f~) • 61Z!/l)IZllZI F.S.I. 11•= ~tf' MASONRY STRENGTl-4 (f'm) • 2/l)IZllZI F.S.I. I I SOIL eEARING PRESSURE • 2/l)IZllZI F.S.F. <ASSUMED) I USE TYPE ·s· OR 'M' MORT AR DRAV>1\/ DESIGNED CHECKED APPROVED DATE JOB No 2< LOT A.25 127 OAK LANE CAPE CANAVERAL, Fl. T\JRNKEY CONSTRUCTIO CITY a' CAPE CANAVEI DRAINAGE Pl C-1 ~ ~ i~~f3 ~~b~ Cilo::z~ 8:25 ~ i... A·~ .. ~-. 580 N. WICKHAM ROAD SUITE' MELBOURNE, FL 32935 PHONE 321-253-8233 FAX 321-25 ENGINEERING LICENSE No 0001 www DROORASSOCIATES cor ,s ,z4 -/ c. Rll-'Z7 t::)~k: ~ ~~~~~~~~~~--;-r.;.---t~!ir-H;µ....i.,.__~~~-=--4 .-:M-IM..!-J--~~~___,~..,,._~~~ :I-@ ---:=.!!~+~----.!~~ ~~~~~~~ t; \ ...[) 111111 1 October 20, 2015 TO: FROM: SUBJECT: Mike: JOHN A. PEKAR, P.E., LLC Civil EnglnHrlng/Consultlng 102 Columbia Drive Suite 207 Cape Canaveral, FL 32920 Office Phone: 321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.com Roni Flowe rooitlowe@grnail.com Office Manager Cell Phone: 321-403-9899 Mike German John A. Pekar, PE Lots 127 & 131 Oak Lane I have reviewed the cleared (and rough graded) lots at Oak Lane. I have also talked to Mary Jane Nails prior to my inspection. Per agreements with the builder and City, no construction is to proceed until the lots are cleared for evaluation of their submitted drainage plan. My inspection indicated that the eastern rough grade of Lot 2 is too high. Also, no rear lot swales were final graded. In looking over the southern fence, it appears the abutting Ocean Terrace lots drain onto the Oak Lane properties. Prior to allowing construction, the lots drainage plans must be approved by the City. For this approval, the drainage plan must provide the following: 1. Topographic ground shots on both sides of the southern fence (at least 3-4 shots for each lot). 2. Current elevations of rough grading plan. Also include both cross section topo. 3. Swale shots along south Oak Lane to cul-de-sac (in front of new lots). 4. May need finish floor slabs on adjacent Ocean Terrace abutting homes. This is to prevent . arguments about the new houses looking over their fence. 5. The approved drainage plan must retain stormwater on each lot or discharge into Oak Lane. It cannot block stormwater in Ocean Terrace back yards. JAP:nnf 10/20/2015 Gmail -RE: 1-065 Mac Arthur Bl\d-plan corrments John Pekar <johnpekarpe@gmail.com> RE: 1-065 Mac Arthur Blvd -plan comments 1 message Brandon Shugart <bshugart@wrtllc.com> Thu, Oct 15, 2015 at 3:12 PM To: John Pekar <johnpekarpe@gmail.com>, Roni Flowe <roniflowe@gmail.com> Cc: Eric Szews <eszews@wrtllc.com> John/Roni, Attached is the revised plan. Pretty simple. We made a change to Key Note 11. If that was their only comment - good job Eric! It would probably be best if your office sent the response back. Please let me know if you need anything else, or if you would prefer that we send it. Thank you for your amazing help and mentorship. I hope that you both have a great weekend! Best Regards, Brandon Brandon Shugart, BSCE, EI, PSM I Engineering Manager I bshugart@wrtllc.com Water Resource Technologies I 11221 St. Johns Industrial Parkway North I Jacksonville, FL 32246 P 904.928.0700 Ext 202 I C 904.460.5475 I F 904.928.0790 I www.wrtllc.com .;, Please consider the environment before printing this email. CONFIDENTIALITY NOTICE: This e-mail, including any attachments and/or linked docmnents, is intended for the sole use of the intended addressee and may contain information that is privileged, confidentiai proprietary, or otherwise protected by law. Any unauthoriz.ed review, dissemination, distnbution, or copying is prohibited. If you have received this corrnnunication in error, please contact the original sender irmnediately by reply email and destroy all copies of the original message and any attachments. From: John Pekar [mailto:johnpekarpe@gmail.com] Sent: Thursday, October 15, 2015 9:29 AM https://mai I .g oog le.com'mail/u/O/?ui=2&ik=ccd1 e79234&1j~ pt&search= i nboJ<&th= 1506ceaf52b1e9f5&siml=1506ceaf52b1 e9f5 1/3 KEY NOTES: 1-1 PROPOSED DUPLEX PUMP STATION AND VALVES. SEE SHEET C-2 FOR DETAIL. 1-2 SEPTIC TANK TO BE ABANDON. LOCATION SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. 1-3 PROPOSED 1.25" PVC FORCE MAIN (PRIVATE). 1-4 PVC DOES NOT BEND, USE ELBOWS AS NECESSARY. 1-5 CONTRACTOR TO VENT STATION TO OUffiOORS. 1-6 CONTRACTOR TO CONNECT SE~R LATERAL TO PROPOSED PUMP STATION. 1-7 CONTRACTOR TO CONNECT EXISTING INLET TO PUMP STATION 1-8 CONTRACTOR TO TIE EXISTING SE~R LATERAL TO EXISTING z• PVC SOR 35 LINE TO PUMP STATION. 1-9 PROPOSED PUMP STATION CONTROL PANEL WITH DIRECT BURY PUMP CABLES TO ~T ~LL. SEE SHEET E-1 FOR DETAILS. 1-10 UNDERGROUND UTILITIES IN THIS AREA. CONTRACTOR SHALL HAND EX CAVA TE THIS AREA TO AVOID DAMAGE TO UNDERGROUND UTILITIES AND BUILDING FOOTINGS. CONTRACTOR TO ENSURE UNDERGROUND LOCATIONS BY 811 ARE CONDUCTED BEFORE EXCAVATION. 1-11 FERGUSON 2" PFX31 CHECK VALVE IN A STACKABLE BOX. LEGEND 0.., ''-· t:;~= 'I .~ ,,. ~ \'.~ :.:::;;:~.:-~ ,, ~-::·· N881>1"20-[ ,. ,. i' LOT 37 IJ1' +/-~ ~\ LDT J8 '"" I ll I I \ FilW. BNGINQRING PLANS PREPARED FOR: ANTHONY LAGANA, PRESIDENT -ADVANCE CONCEPTS GROUP, INC. / \\ 1 ~=' ~ \i::r.:'="·""-~ ~-.::: .. ~--. OWNER' lEPFERY D. WEST 19.3' +/-WATER VALVE OR WELL EXISTING 2" WATER MAIN PROPOSED 1.25" FORCE MAJN EXISTING WOOD FENCE APPROXIMATE LOT LINES 'S1. ~ -J >)). 1-----1\-----GUY WIRE WOOD PO~R POLE ~ ·--_,__ ~ ... 11 ...... , .. , ... ............ -i· JC>(> ,,~.,. ... uoocnc 10:nt01.ou,.,. -·~ "°"' ..OO:•llnC•-11n NOi I0'1CN..C ....0 -111-DOIUM -.,. n Ollll ll'nD"'-llCCOllDIOC><; ... . •« .. , " ~ ~ ·~ ~ ~~.~~Ol(Nl uctwsm-S'!i ....... lMl(ll•,oc:nsusu•cNI W-ICN....ct:USU.UO! tr~ "" SCl<I K>N :: " ~ [ NOTES: r Su'wyofdesaipHon 01 f11mi'1lttldb10i¥>t 2. land•''"'""' l>..-.ori • .,.•not obt!radtld for ..,,,..,.,...,1, Ot>d/or "9'>11-of-woyofr«:tl'd J iU ~9' ore ref.,,flft<-ed to Ille North lit>• of Nb}iKt properly. cokuloted from Thi! Florido Stole Plane Coc:intnote System. 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OOffTDrTI Yi1U. st: IWAJ:D TO A.l'f A.l'l'aOVl!D IUJOOt! DAJo&l:'.a ... ,_ l. AU.llQUIWDITlt4SU'l1CTN«l!StWLNtfMOll'ED. ~=~====~~ S. :!~~:'NO~~a::"or~A.lC>\XIMl'ACTU>.nl'!.UEA f.. TimllO!TIIMOll'DU:TAHXllliALLEtlPJUU:Dlfl'IOTOOMPUTn..YUNOVfD. ~ ~ 1 1. 1' I STEPHEN J. BROWN. PROfESSIONAL SURVEYOR ANO MAPPER REGISTRATIQl'll NO. 4049. STATE OF FLORIDA SPECIFIC PURPOSE / TOPOGRAPHIC SURVEY TBB PURPOSE OF THIS SURVEY IS TO PROVIDE TOPOGRAPHIC INFORKATION TO BE USED FOR SE1IER DlPROVEMENT DESIGNS ~!?!,I! ru!_T ,l J2H!~i8IJE.RJ!Y• \ ~ N881>1'20"( \ \, .;{• .¢:!' ll I I 188" +/-:!:.... ..... ";:> \ A "' 0 'Ji ~ oo NN ~.., ~IL~~ ii.;~~Jo" ~-.11....,0I 0111~-0-D: > -0 Ill -cO., ~::i:D:G). .,. ::EC 111 N 0 ...... o<>-z ~oiii~(;j~ ;<::; <~<~ ttj iii .J 0 C::Eolll ..., :::> 0 IL .JN~ Oo 0-ii C..WFiloow....a. Oodf'*:ttf.1--.DWO ..... ,...,.. o....,----. .,,_ ... "" OoK.i.H~ '" .......... '" -10.IJ..lOLS ~ ~ ~ ~ lllo -l .J ~~"' :i p,. ~ ~ o"'z ~~o ~ .... P.illE :::> ::l ~,.. ~~~ ~ :i ~§o u ~ .Jo ~ ~ .JU 1>.15 "'Ill "'~ ~ C.A.Ko.l01'7 -~-P.6.""105'9 "" ~ ~