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HomeMy WebLinkAboutASK SAFETY COMPLETE FEB SUBMITTAL CITY OF CAPE CANAVERAL SITE PLAN APPLICATION PACKET oxCEq O• t ,l .. CITY OF CAPE CANAVERAL Application Sheet 2 Payment Receipt 3 Site Plan Checklist 4 - 5 r---I 171='„k D :\‘....__ c lr i-.,J �1 1.:^;' 1 11 MAR 2 7 2019 I J COM. DEV. DEPT City of Cape Canaveral Site Plan Application—12/2018 Pg.I CITY OF CAPE CANAVERAL SITE PLAN APPLICATION PACKET Application Sheet Date: Address of Request: /PE-1/ /27?.4177.>C Name of Project(if applicable): 157SA SA//77 //1./C--; Legal Description: Z 4 —3 n7 - /4 - 2 -/42 Owner(s)Name: fT1.5/7 s.4/ Lf � ' /A—' • Owner(s)Address: 7Z0 1s4t-Kt ,'d. a,S 0/2Z- i1 q FL, Owner(s)Email: SS ,9 S K -s/ ,ery • Phone Number: f 4 7 - y4/ a 5 'Z ✓%�,--->t�- Name of Architect/Engineer: L..."-c,/t)S �!G 7// 'C C/✓/ Ey 6/.uEr'l S //t/C Phone Number: 32/ —z - 3 d (S/ZD ) Agent/Applicant Name: /7/27—/-/Z-112- 5 2 Phone Number: 3 L/ fSC2 2 Email: ,q , GO/t-7 , Agent/Applicant Signature: City of Cape Canaveral Site Plan Application—12/2018 Pg.2 CITY OF CAPE CANAVERAL SITE PLAN APPLICATION PACKET Site Plan Checklist The drawing must be sealed and drawn to scale by an appropriately licensed design professional, no greater than one inch to 50 feet, on sheets two feet by three feet, showing the following site data: Site plan information (General): Y No N/A ❑ 0 Size,height, number of units and location of proposed and existing structures. E ❑ ❑ Dimensions. D' 0 0 Total gross area and percentage devoted to structures,parking and landscaping. 0 ❑ Number of Units. [r 0 0 Traffic flow diagram to include total number and size of parking spaces and loading zones. 0 0 Density(units per acre). Location and dimension for the following areas (If applicable): Yes No N/ ❑ 0 Park(s) ❑ 0 LE( Canal(s) ❑ 0 ( Waterway(s) ❑ ❑ a Boat slip(s) 0 0 Parking 00 0 Swimming pool(s) 1 0 ❑ Driveway(s) ❑ 0 � Recreation ❑ Trash P 0 ' Sidewalks Sidewalks CI l� Dune crossover(s) ❑ 0 ❑ Other(specify) ❑ ❑❑ Cr Type of enclosure for communal trash container(s) ❑ �/ [f Fire alarm and standpipe data 0 0 Vicinity map • 0 ❑ Location of planned landscaping City of Cape Canaveral Site Plan Application—12/2018 Pg.4 • CITY OF CAPE CANAVERAL SITE PLAN APPLICATION PACKET Finished grades for the following: Ye,s . No N/A 0 0 Entire parcel 13 0 0 Finished floors Cd' 0 0 Streets rei? ❑ ❑ Parking lots ❑ ❑ Sidewalks O 0 10" of adjoining property Details,sections,and specifications: Yes No N/ ❑ 0 IStreet lights l� 0 0 Water and sewer taffy 0 0 Paving and drainage 130 0 Curbs Q/ 0 0 Storm drains VIV0 0 Sidewalks O 0 Engineer's seal on drawings Square footage of building areas: Ye No N/A 0'. 0 0 Living 5 0 0 Parking ❑—/ 0 0 Other(specify) PO o.._ Ce' ❑ 0 Total under roof Required notes: Yes - No N/A [� 0 0 Sidewalk and sanitary sewers to be constructed to City of 17Cape Canaveral standards. O 0, Water lines to conform to City of Cocoa standards. ❑ 0 IFire alarm system to be installed and connect to City of Cape Canaveral Fire Department standards. Topographic survey: Yes No N/A ❑ 0 USC and G.S. datum plane. ❑ ❑ a Existing street lights. Er 0 ❑ Storm drainage design calculations. ❑ 0 ®-----Coastal construction setback line,where required. Ten(10)hard copies of the drawings (24"x 36")must be submitted with the application as well as in electronic format(.pdf). City of Cape Canaveral Site Plan Application—12/2018 Pg.5 CCE • CONSULTING CIVIL ENGINEERS,INC. (7"' V _ MAK 072019 { I March 7, 2019 Brenda Defoe, City Planner pr...t ' `" PT City of Cape Canaveral ""'AA ` s 100 Polk Avenue Cape Canaveral, FL 32920 Ph: (321) 868-1220 Project Name: Ask Safety, Inc. Project Location: Vacant Lot - Cape Canaveral I Parcel ID: 24-37-14-28-*-A Brenda, On February 7, we submitted three (3) sets of signed and sealed plans for review. We were then contacted and asked to submit three (3) additional sets with the rendering and color chart and a check in the amount of$75 made payable to the City. Please find enclosed the following: • Application fee of$75.00 • Community Appearance Board Application • Three (3) Sets of Site Construction Plans Please note that the rendering and color chart are being generated by the General Contractor and architect and will be submitted to the City under separate cover. If you need any additional information, please contact me directly at (321) 269-9930. Sin - - . Si. ehayeb, P.E. Project Manager Consulting Civil Engineers, Inc. Enclosures: as stated ZSC/ssr cc: Client 4 S:ICCEIPRoJEcrS1180924.CC-ATLANncAvE107 CiTY15CITY SUBMITTAL103RTCsITRMLLTR-ASK SAFETY INC-CITY OF CC-B.DEFOE-MAR 72019 CORRESPONDENCE To: Post Office Box 1198,Titusville, Florida 32781-1198 DELIVERY ADDRESS: 3650 Bobbi Lane, Suite 119,Titusville, Florida 32780 (TEL) 321-269-9930 (wEB) cceifl.com (EMAIL)info@cceifl.com w #104 PURCHASE ORDER . City of a No. 0000018247 Cape Canaveral � ' Skli=Fr VENDOR: SHIP TO: BILL TO: AB Enterprises,LLC,Arthur Berger Comm&Economic City of Cape Canaveral 627 Adams Ave 100 Polk Avenue 100 Polk Ave P.O.Box 326 Cape Canaveral,FL 32920 P.O.Box 326 Cape Canaveral,FL 32920 Cape Canaveral,FL 32920- VENDOR NO. VENDOR PHONE NUMBER TERMS DATE REQUIRED DELIVERY DATE ABENTERP 0 06/26/2019 SHIPPING INSTRUCTIONS (none) ITEM QTY U/M DESCRIPTION/TASK PRD CODE ACCOUNT UNIT PRICE AMOUNT 1 1.00 Escrow Deposit Reimbursemen 001-000-000-202240 1,442.50 1,442.50 SUBTOTAL: 1,442.50 TAX: 0.00 SHIPPING: ;-" TAXABLE: No TOTAL: 1,442.50 CONFIRMING: `‘1111111111101 SPECIAL INSTRUCTIONS 6 Attn:Arthur Berger/Ask Safety ) (Project Name) �Q 1,2:e,bi IMPORTANT: OUR ORDER NUMBER MUST APPEAR ON EVERY INVOICE AND PACKAGE If specified,the right is reserved to cancel this order if not filled within the contract time. The conditions of this order are not to be modified by any verbal understanding. Invoices and packages must bear this order number.This PURCHASE ORDER VOID AFTER 9-30-2019. au (13 a) cc 0 z O O N N V) Lf t0 N N LriW a" ' ,-1- .� � tn. in. 1 To W cc Z ictc o N c o • LA to 000 j vOi W U a u N O O � O W LL a u v ra y v V1 E v v o: ett a) +J 3 0 m cc C u a, CL) Y •� u +, L.1.1 to v d CCC 4, Y • 3 Y Y a.. 0. 0. C) .� 4! a) C) w 0 a > a a C] M u n N w t '- U C) Q1 Q1 01 N N (C O 00 .O-1 .1-1 Oi O � CO p N N O O N O W V N N \ \ 0 W N N M ,-I Cn LL M M 'et CITY OF CAPE CANAVERAL SITE PLAN APPLICATION PACKET Site Plan Payment Receipt Date: 3"25 —�y Project Name: i4s/<- s2, 2 ,'7" Non-Refundable Application Fee $750.00 Site Plan Extension: $150.00 Site Plan Resubmission: $150.00 Escrow Deposit Residential: 1 to 4 units $700 $ 5 to 50 units $1,800 $ 50 plus units or hotel/motel $2,800 $ Commercial: S3-6 Up to 4 acres $1,800 $ 5 to 8 acres $2,300 Over 8 acres—Review fee to be established at pre-application meeting $ $ Total Acres: b Z S ,4C /D iC Total Escrow Deposit: $ OFFICE USE ONLY Total Escrow Deposit: $ ��0c7 Total Site Plan Submittal Fee: $ ` SO Escrow Account#: 001-000-000-202240 Date Received: ,3 P17 Id/(1 ' The following checklist has been prepared to assist in preparation of a required Site Plan. Please see Sec.110-222 of the City Code for a complete list of Site Plan criteria. City of Cape Canaveral Site Plan Application—12/2018 Pg.3 JOHN A.PEKAR,P.E.,LLC RECEIVEDs,r.oe.lw..w:a.ww•n r.mr Civil Engineering/Consulting Invoice 102 Columbia Drive Suite 207 Cape Canaveral,FL 32920 Office Phone:321-613-2959 Date Invoice# Cell Phone: 321-288-1040 5/21/2019 2019-027 johnpekarpe@gmail.com goe4„,.1 ger G'. Rani Flowe roni8owe@gmail.com P.O. No. Office Manager Cell Phone: 321-403-9899 Hourly Per Contract Bill To City of Cape Canaveral Attn: Finance Department 105 Polk Avenue Cape Canaveral,FL 32920 Quantity Description Rate Amount Per Professional Services Agreement The following tasks were completed for the 2 weeks ending May 19,2019 COMMUNITY SERVICES (J.Ratliff/J.Surprenant) 1 05/07/19: Meeting with City on local street drainage problems. 55.00 55.00 1 05/07/19: Follow up with DEP on mobi mat. 55.00 55.00 1 05/13/19: Review of Thurm Blvd.w/City staff. 0.00 0.00 1.75 05/15/19: Initial proposal for Polk/Orange drainage. 0.00 0.00 1 05/16/19: Mtg.with subconsultants for W.Central kickoff. 55.00 55.00 1 05/16/19: Mtg.with subconsultants for Thurm and Polk/Orange. 0.00 0.00 1 05/17/19: Proposal for Thurm Blvd. 0.00 0.00 LEISURE SERVICES(G.Vergara) COMMUNITY DEVELOPMENT (D.Dickey) ririri 1 05/09/19: Reviewed ASK Safety revised site plan at City meeting.O6 k- -60 a - 0 Jam°_'U (�'A 55.00 55.00 BUILDING(M.German) a `f• 1.25 05/06/19: Inspection of 7980 N.Atlantic Ave.parking lot;prepare field report. 55.00 68.75 :*= 1.25 05/06/19: Prepare correspondence for 321 Coral Ave. 55.00 68.75 4 0.75 05/07/19: Site inspection of 7980 N.Atlantic Ave.parking lot;prepare field report. 55.00 41.25 1.25 05/09/19: Site inspection of Springhill Suites;prepare field report. _ 0.6.6- o a 0 d 55.00 68.75 1.25 05/09/19: Site inspection of Sunbelt Dual Hotel;prepare field report.) aO''` 55.00 68.75 4 1.25 05/09/19: Site inspection of Columbia stockpile;prepare field report. 55.00 68.75 1.25 05/09/19: Site inspection of 7980 N.Atlantic Ave.parking lot;prepare field report. 55.00 68.75 1.25 05/14/19: Site visit for Oceanwoods retention basin;prepare correspondence. 55.00 68.75 -* 1.25 05/14/19: Site visit for 8100 Magnolia parking lot;prepare correspodence. 55.00 68.75 '')V- 1.25 05/15/19: Reviewed parking areas for 100 E.Central Blvd.;prepared correspondence. 55.00 68.75 1.25 05/15/19: Reviewed Dotty's Bar for parking lot;prepared correspondence. _ 55.00 68.75 1.25 05/16/19: Site inspection of Springhill Suites;prepared field report. . ,. -b . 0 6 v aoci u 55.00 68.75 1.25 05/16/19: Site inspection of Sunbelt Dual Hotel;prepared field report. O 55.00 68.75 1.25 05/16/19: Site inspection of Columbia stockpile;prepared field report. 55.00 68.75 0.75 05/16/19: Site inspection of 7980 N.Atlantic Ave.;prepared field report. 55.00 41.25 ECONOMIC DEVELOPMENT(T.Morley) PLANNING(B.Surprenant) 0b 1 - 6t) (0 , 5-d(-1 - _S3060 0 Total $1,196.25 RECEIVED By g.clary at 11:50 am, Apr 09, 2019 JOHN A.PEKAR,P.E.,LLC Civil Engineering/Consulting t,,,,,1, Invoice '� a 102 Columbia Drive 1 Suite 207 Cape Canaveral,FL 32920 Office Phone:321-613-2959 Date Invoice#4-59 Cell Phone: 321-288-1040 4/9/2019 2019-017 johnpekarpe@gmail.com aras44,.R0 ga,an; & RaniFlowe roniflowe@gmail.com P.O. No. Office Manager Cell Phone: 321-403-9899 Hourly Per Contract Bill To City of Cape Canaveral Attn: Finance Department 105 Polk Avenue Cape Canaveral,FL 32920 Quantity Description Rate Amount Per Professional Services Agreement The following tasks were completed for the 2 weeks ending April 7,2019 COMMUNITY SERVICES (J.Ratliff/J.Surprenant) 1 03/26/19: Proposal for Garden Park. 0.00 0.00 2 03/27/19: Prepare design format for W.Central Ave. 0.00 0.00 1.25 03/28/19: Coordinate Mobi Mat w/FDEP. 55.00 68.75 0.75 04/02/19: Mobi Mat coordination for turtles. 55.00 41.25 0.75 04/03/19: Rview response to FWC on Mobi Mat. 55.00 41.25 2 04/04/19: Prepare letter to FDEP for City review responding to FWC comments. 55.00 110.00 S LEISURE SERVICES(G.Vergara) �' �� 3 "/ 'a a -b COMMUNITY DEVELOPMENT (D.Dickey) 4.5 03/27/19: Attend City Retreat-Vision Workshop. bU 55.00 247.50 0.75 04/01/19: Coordinate/review Oak Lane drainage problem;discuss with City. OtQ' .L055.00 > 41.25 1.25 04/02/19: Site review of Ask Safety Inc. D o ;- V., 55.00 68.75 3 04/03/19: Site review of Ask Safety Inc.(second review with major plan changes).,v‘ 55.00 165.00 2 04/04/19: Attend City Workshop on rising seas. O 0 1 _ (3 03-5iS - 230 O b ° 0.00 0.00 BUILDING(M.German) , p .5.2i- ,3'30 4 1.25 03/28/19: Site inspection of 211 Harrison form survey. 55.00 68.75 1.25 03/29/19: Site inspection of Springhill Suites;prepare field report. ()o) , o -00-0 ^a7vi0 55.00 68.75 1.25 03/29/19: Site inspection of Sunbelt Dual Hotel;prepare field report. Z 55.00 68.75 1.25 03/29/19: Site inspection of Golf'N Gator;prepare field report. 55.00 68.75 1.25 04/02/19: Site review for dirt stockpile in north City(T.Hermansen).-- O Q ( ,0 O 6 -5 S5 - 55.00 68.75 1.25 04/04/19: Site inspection of Springhill Suites;prepare field report. 330 6 C 55.00 68.75 1.25 04/04/19: Site inspection of Sunbelt Dual Hotel;prepare field report 55.00 68.75 6o`_a°a. O°a' a ECONOMIC DEVELOPMENT(T.Morley) 2C Z2-4/ PLANNING(B.Surprenant) Tota I $1,265.00 JOHN A. PEKAR,P.E.,LLC Civil Engineering/Consulting Invoice O 102 Columbia Drive Suite 207 Cape Canaveral,FL 32920 Office Phone:321-613-2959 Date Invoice# Cell Phone: 321-288-1040 4/23/2019 2019-021 johnpekarpe@gmail.com f ,.4 gr ,,, ges.e. Rani Flowe ronieowe@gmail.com P.O.No. Office Manager Cell Phone: 321-403-9899 Hourly Per Contract 1 Bill To RECEIVED City of Cape Canaveral By g.clary at 1:49 pm, Apr 24, 2019 Attn: Finance Department 105 Polk Avenue Cape Canaveral,FL 32920 Quantity Description Rate Amount Per Professional Services Agreement The following tasks were completed for the 2 weeks ending April 21,2019 COMMUNITY SERVICES (J.Ratliff/J.Surprenant) 1.25 04/09/19: Coordinate environmental letter for mobi mat;finalize City letter. 55.00 68.75 1.5 04/15/19: Telephone converence with DEP on mob mat;follow up exhibits per their 55.00 82.50 request. 1.25 04/16/19: Additional DEP exhibits for mobi mat. 55.00 68.75 2.25 04/17/19: Field photos,exhibits,letter to FDEP for mobi mat. 55.00 123.75 LEISURE SERVICES(G.Vergara) D r/` i , -( Cpl a � a � u COMMUNITY DEVELOPMENT (D.Dickey) - 6 b 1.25 04/10/19: Review of ASK Safety parking on N.Atlantic Ave. 55.00 68.75 BUILDING(M.German) 30 1 04/08/19: City meeting at Oceanside Distillery site to review punch list item355.00 55.00 � 0.75 04/09/19: Site inspection and plan review for Sunbelt Dual Hotel. ,QO� '5-al 30 41:.0 55.00 41.25 55.00 68.75 1.25 04/10/19: Review erosion control plan for dirt placement off Columbia.- O ' 7j 1.25 04/11/19: Site inspection of Sunbelt Dual Hotel;prepare field report. 55.00 68.75 1.25 04/11/19: Site inspection of Springhill Suites;prepare field report.001-0 60 00 0" ,2106 55.00 68.75 1.25 04/11/19: Field review of erosion plan off Columbia. - 0 6 1- Q Oho-3z-4. 00b Q g0 55.00 68.75 1 04/16/19: Review Oceanside Distillery record drawing. 'S 3 55.00 55.00 ^0 ',-.--a-.29° 55.00 68.75 1.25 04/18/19: Site inspection of Springhill Suites;prepare field report. 00 t'000 `0: 0 55.00 68.75 1.25 04/18/19: Site inspection of Sunbelt Dual Hotel;prepare field report. 13 „3306 1.25 04/18/19: Site inspection of BRB stockpile;prepare field report. ..,"*.,,,,if1- 0 55.00 68.75 1.25 04/18/19: Inspect drainage at 324 Harbor Dr.;prepare City correspondence. 1 55.00 68.75 ECONOMIC DEVELOPMENT(T.Morley) ` PLANNING(B.Surprenant) Total $1,113.75 CONSULTING CIVIL ENGINEERS, INC. S:\CCEI PROJECTS\180924.CC-ATLANTICAVE\07 CITY\5 CITY SUBMITTAL\03 RTCS\RTC-ASK SAFETY-JAN 2019.DOCX CORRESPONDENCE TO: Post Office Box 1198, Titusville, Florida 32781-1198 DELIVERY ADDRESS: 3650 Bobbi Lane, Suite 119, Titusville, Florida 32780 (TEL) 321-269-9930 (WEB) cceifl.com (EMAIL) info@cceifl.com February 7, 2019 Brenda Defoe, City Planner City of Cape Canaveral 100 Polk Avenue Cape Canaveral, FL 32920 Ph: (321) 868-1220 Project Name: Ask Safety, Inc. Project Location: Vacant Lot - Cape Canaveral | Parcel ID: 24-37-14-28-*-A This is in reponse to the comments dated January 2 2019. The comments are listed first followed by our responses in bold italic. Economic Development Director Todd Morley Comments: 1. What is the anticipated Full-Time Equivalent Jobs generated by this project? Addressed at January 10, 2019 meeting with City. 2. What is the overall anticipated Capital Investment for the construction of this project? Addressed at January 10, 2019 meeting with City. Capital Projects Director Jeff Ratliff Comments: Capital Projects has reviewed the engineering drawings and stormwater calculations for the referenced property and has the following comment: 1. Ownership of the force main along North Atlantic Avenue has been a point of contention for many years. It was reportedly installed by the Villages of Seaport and extends to Central Boulevard (a private force main). However, they no longer claim ownership. As a precaution, the engineering firm for this project should contact the Villages of Seaport to notify them of the proposed tie-in activities. They should also notify Villages of Seaport when they intend to shut down the force main to tie into the line during construction of the building. Duly noted: This issue is presently being coordinated with the Villages of Seaport. City Engineer John Pekar Comments. 1. The existing site soils have high permeability with a low seasonal high ground water level. The “pond program” indicates containment of the 25-year storm with no surface runoff. Under these conditions the City would need the 100-year storm (24 hour) to insure no adverse offsite discharges. Will compacted offsite fill be tested for permeability? Because of changes in the site plan layout, underground storm chambers (StormTech) are now being utilized. The Storm Water Report (copy attached) shows that the 100-year 24 hour storm event is contained within the system without offsite discharge. A safety factor of 2.0 was employed by reducing the measured permeability by one half. Notes has been added to the February 7, 2019 Page 2 of 3 Project Name: Ask Safety, Inc. Re: Response to Comments Dated January 2, 2019 [CCEI ID 180924] Project Location: Vacant Lot - Cape Canaveral | Parcel ID: 24-37-14-28-*-A Project Name Ask Safety, Inc. plans calling for the testing of soil before being brought to the site for placement around the storm chambers. Please see Sheet CG-101 and CS-403. 2. Design calculations for the proposed perimeter site walls should also be furnished by a licensed engineer, as saturated soils will be bringing soil pressures against the wall with lower property to the east. The wall is being designed by a structural engineer. His design and calculations will be submitted under separate cover. 3. The proposed site wall also shows spaced weep holes which may discharge onto lower eastern offsite properties. This consideration should be addressed in the design of the wall. The wall is being designed by a structural engineer. His design and calculations will be submitted under separate cover. 4. Under the proposed construction schedule, the retention pond will probably be constructed after site filling. When will retaining wall be constructed in the schedule? The storm chambers and wall will be constructed simultaneously. 5. General Notes (CG-101) a. Note 5: Per City ordinance, drainage slopes are to be 4:1 or flatter. While we still have this 4:1 note shown on the plans, all of our slopes are flatter. b. Note 8: Bit misleading as eastern property is much lower. Since the site is a walled one, we have removed the note in question, to avoid any confusion. 6. Will City reuse water be used for irrigation? It is not anticipated to use reuse water, 7. Will site have fencing along N. Atlantic Ave.? Our client has not indicated a desire to install fencing along the frontage. If he does, it will have to be handled by a separate plan submittal and permit. 8. Is safety pool area covered or fenced? It is not covered but will be fenced. The pool area is not be part of the site or architectural package, but will be designed and permitted by the pool designer/contractor. Our site drainage has included all of the “Pool Area” as impervious. REVISION TABLE CONSULTING CIVILENGINEERS, INC.ZOHEIR S. CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NCS-1COVER SHEETCD-101EXISTING SITE AND DEMOLITION PLANCS-101SITE DEVELOPMENT/ UTILITY PLANCG-101GRADING AND DRAINAGE PLANCS-401SITE DETAILSCS-402 LIFTSTATION DETAILCS-403MISC STORM TECH CHAMBER INFO.LA-1LANDSCAPE PLAN & DETAILSN/ASURVEYPROJECT LOCATIONZONE XSOIL MAPTHIS SITE LIES ON THE EAT SIDE OF NORTH ATLANTICBOULEVARD NORTH OF HARBOR DRIVE.CAPE CANAVERAL, FLORIDA 32920ASK SAFETY INC. BUILDINGPARCEL ID: 24-37-14-28-*-A1. WATER SERVICE PROVIDER: CITY OF COCOA2. WASTE WATER SERVICE PROVIDER: CITY OF CAPE CANAVERAL3. REFUSE STORAGE:TRASH SHALL BE CURB SIDE PICK UP.4. LIGHTING: LIGHTING SHALL COMPLY WITH BREVARD COUNTY AND CAPE CANAVERAL CODE.5. SIGNAGE:IF PROVIDED SHALL COMPLY WITH CAPE CANAVERAL REQUIREMENTS .6. ALL EXISTING UTILITIES SHALL BE CONTRACTOR FIELD VERIFIED AT ALL POINTS OF CONNECTION TO,AND AT ALL AREAS OF POTENTIAL CONFLICT WITH CITY MAINS.7. ALL UTILITIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BEPRIVATELY OWNED AND MAINTAINED.8. SIDEWALK AND SANITARY SEWERS TO BE CONSTRUCTED TO CITY OF CAPE CANAVERAL STANDARDS.9. WATER LINES TO CONFORM TO CITY OF COCOA STANDARDS.10. FIRE ALARM SYSTEM TO BE INSTALLED AND CONNECT TO CITY OF CAPE CANAVERAL FIREDEPARTMENT STANDARDS.PROJECT LOCATIONARCHITECT: ALLEN KIESEL & ASSOCIATES, P.A.ADDRESS: 213 BROAD STREET TITUSVILLE, FL 32796PHONE: (321)264-1366EMAIL:AKAarchitecture@cfl.rr.comLANDSCAPE ARCHITECTCOMPANY: TBDADDRESS: PHONE:EMAIL:GC:ARTHUR BERGER,COMPANY:A B ENTERPRISES LLCADDRESS: 627 ADAMS AVE CAPE CANAVERAL, FL. 32920PHONE:SITE DATA:LEGAL DESCRIPTION: AS FURNISHED PARCEL “2” THE NORTH 165 FEET OF LOT A, LYING EAST OF STATEROAD 401, A/K/A NORTH ATLANTIC AVENUE, PLAT OF TUTEN'S SUBDIVISION, ACCORDING TO THE MAP ORPLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY,FLORIDA.W. CENTRAL BLVDN. ATLANTIC42 CS-1COVER SHEET PRELIMINARY IT CONSISTS OF THE CONSTRUCTION OF A 2,620± SF COMMERCIAL BUILDING TO SERVE AS A SAFETYTRAINING CENTER. THE PROJECT INCLUDES ALL INFRASTRUCTURE, UTILITIES, PARKING, ANDLANDSCAPING REQUIRED TO SUPPORT THE INTENDED FACILITIES.VICINITY MAPFLOOD MAPOWNER/DEVELOPER: ASK SAFETY, INC.ADDRESS:7208 W. SAND LAKE ROADSUITE 305ORLANDO, FL 32819 CIVIL ENGINEERCOMPANY: CONSULTING CIVIL ENGINEERS, INC.ADDRESS: 3650 BOBBI LANE, SUITE 119TITUSVILLE, FLORIDA 32780PHONE:(321)269-9930EMAIL:INFO@CCEIFL.COMSURVEYORCOMPANY:JOHN R. CAMPBELL SURVEYING, LLCADDRESS:115 ALMA BLVD., SUITE 102MERRITT ISLAND, FL. 32954PHONE:(321) 514-6920PROJECT DESCRIPTION:LEGAL DESCRIPTION:SOIL DESCRIPTIONGENERAL NOTES:SHEET INDEX:GOVERNINGSPECIFICATIONS: REUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEREUSEONE STORYC.B.S. 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CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NSITE LEGEND 6.67OH OHWWSSSSDEMOLITION NOTESFMFMCD-101EXISTING SITE AND DEMOLITION PLAN 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ATLANTIC AVENUEW10' BLDG SETBACK LINE10' BLDG SETBACK LINE 10' LA SETBACK LINESS SS SS SS SS SS SS SSSSSSSSSSSSSSSSFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMco WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWW25' BUILDING SETBACKX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXXXXXXX XXXXXXXXXXXXXXX1st FLR AREA = 905+/- SFF.F. =13.78NEW BUILDING2nd FLR AREA = 1,911 +/- SFSAFETY TRAINING POOL AREA 3 FT. TRANSITION TYP.NEW CONCRETE SIDEWALKSEE DETAIL SHEETNEW FDOT CONCRETE DRIVEWAYSEE DETAIL SHEETNEW CONCRETE PAVEMENTOR APPROVED EQUALSEE DETAIL SHEETNEW 5' CONCRETE SIDEWALKSEE DETAIL SHEETNEW TYPE "D" CONCRETE CURBTYP. SEE DETAIL SHEETNEW 24" PAINTED STOP BAR AND SIGN TYP.4" PAINTEDWHITE STRIPINGNEW WATER MAIN CONNECTIONBRONZE SADDLE WITH 1" TAP1" BALL CORPORATION STOPBEGIN RETAININGWALL W/RAILINGBIKE RACKMONUMENT SIGNEND RETAINING WALLADA TRUNCATED DOMES TYP.LIFT STATIONNEW 1" TYPE "K" COPPERWATER SERVICENEW 1" WATER METERNEW HANDICAP SYMBOL, STRIPING,AND SIGN. SEE DETAIL SHEETHC RAMP W/TRUNCATED DOMESNEW SS CLEANOUTTOP =13.0INV. =10.0010 LF SS 8" PVC @ 0.45%4FT. HIGH CHAINLINK FENCEW/ 3 FT. MAN GATE2" FORCE MAIN LINE2" GATE VALVE6"x2"x6" TAPPINGSLEEVE AND VALVE3.7'NEW LIFTSTATIONTOP =13.75INV. =9.55SEE SHEET CS-4024" PAINTEDWHITE STRIPING"STACKED" PARKINGPARKING UNDER 2nd FLOOR6" BOLLARDSTYPICAL(Separate Permit Required)1.2'11.0'22.0'14.0'24.0'5.0'20.0'24.0'18.0'18.0'8.7'10.0'1.4'41.4'41.4'22.0'34.7'5.0'30.0'5.0'28.0' 5.0'12.0'10.0'3.3'10.0'10.0' 3 SPCS @ 10'-0"=30.0'6.3'15.0'R=5.0'R = 5 . 0 'R=3.0'286 LF OF PROPERTY LINERETAINING WALL W/ RAILING PERFDOT IND. # 515-070 OR APPROVEDEQUAL. (TYP.)REVISION TABLE CONSULTING CIVILENGINEERS, INC.ZOHEIR S. CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NSITE\ UTILITY LEGENDGENERAL NOTES:CONTRACTOR RECORD KEEPING:INSPECTIONS AND TESTING:RESTORATION:WORK WITHIN OR ADJACENT TOPUBLIC RIGHT-OF-WAY:SITE DEVELOPMENT/ UTILITY PLAN CS-101 WWWWWWWWWWWWWWWWWWWWWWWWWWN. ATLANTIC AVENUE13.0012.8412.9012.8713.30 TC12.8013.64 TC13.1413.25 TC12.7513.25 TC12.7513.6412.88T.O.W =11.00(MATCH EXIST.GRADE)T.O.W =13.2513.35 TC12.85T.O.W. =13.25ALL ROOF DRAINAGE SHALL BECONNECTED DIRECTLY TOTHE STORM CHAMBERST.O.W. =13.25B-1PB-2PB-113.34 TC12.8413.70T.O.W. =13.2513.2013.2013.6412.412.512.612.7AABBCC12.7313.40 TC12.9012.8013.64 TC13.1413.1413.64 TC13.1412.5013.6413.2013.5813.60SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD13.54SD13.012.312.512.4312.513.012.912.812.712.6CROSS, 2 C.O.'s, TEMP PLUG& 8" YARD DRAIN - RIMS 12.43INV.'s 9.4050' - 8" HDPE DRAIN @ 0.7%8" YARD DRAINRIM 12.20 INV. 9.05CROSS & C.O. INV. 8.7926' - 8" HDPE DRAIN @ 1.0%30'- 8" HDPEDRAIN @ 1.0%8" YARD DRAIN & C.O.RIM 12.50 INV. 9.0928 - 8" HDPE DRAIN@ 1.0%TYPE C INLET RIM 12.508" INV 8.50 12" INV 7.1612 SC-740 STORM TECHOR APPROVED EQUALCHAMBERSM.H. RIM 12.55INV.'s 7.00 SUMP 5.008' - 12" HDPE@ 2% SLOPE12" HDPE DRAINSC.O. RIM 13.60INV.10.2014' - 8" HDPE@ 2% SLOPE72' - 8" HDPE@ 2% SLOPECROSS, 2 C.O.'sRIMS 12.70 - INV 8.80@ 2% SLOPE8" YARD DRAINRIM 11.75INV.9.70TO ROOF DRAINSBY OTHERS12.0ISOLATION CHAMBER24" ACCES PIPE1st FLR AREA = 905+/- SFF.F. =13.78NEW BUILDING2nd FLR AREA = 1,911 +/- SFSAFETY TRAINING POOL AREA MATCH EXIST.GRADE TYP.MATCH EXISTING GRADE TYP.MEET EXIST GRADEWITHIN 1 FEET OF P.L.TYPICALMATCH EXIST. GRADE TYP.1FT. WITHIN PROPERTY LINE1020300SECTION B - B SCALE: 1:1POOL AREAELEV 13.68 - 13.20FG =13.2CL OF CONVEYANCE SWALEMATCH EXIST.GRADE =8.5 ±SOUTHERLY PROPERTY LINENEW PROPERTY LINERETAINING WALLFG =12.61'9'100515-5EXISTING GRADEVARIES100515-5108010204030605070N. ATLANTIC AVE0515 0-5-5EXISTING GRADESECTION C - CSCALE: 1:1NEW GRADE5' WALK WEST PROPERTY LINE NEW BUILDINGF.F. =13.78(GROUND FLOOR)FG =13.0CL OF CONVEYANCE SWALEMATCH EXIST. (FIELD ADJUST)GRADE =8.0±1005EASTERLY PROPERTY LINENEW PROPERTY LINERETAINING WALLFG =12.41'9.0' - 9.4'VARIES1005-515EDGE OF SIDEWALK FG =12.04:1 MAX10102040306550N. ATLANTIC AVE050-5-5EXISTING GRADESECTION A - A (DRIVEWAY)SCALE: 1:1NEW GRADEWEST PROPERTY LINE1005-10-201515-30-35EG =13.22EG =12.84FG =12.87FG =13.00EG =12.90WAYPEDFG =12.50FG =12.80+ 2 %- 1.38 %+ 1.13 %REVISION TABLE CONSULTING CIVILENGINEERS, INC.ZOHEIR S. CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NCG-101GRADING AND DRAINAGE PLAN 6.67GRADING LEGENDGRADING AND DRAINAGE NOTESUTILITY NOTES:SITE FILL/COMPACTION NOTESIMPORTED FILL NOTE: REVISION TABLE CONSULTING CIVILENGINEERS, INC.ZOHEIR S. CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NCS-401SITE DETAILS CONC. PAVING DETAIL78TYPE "D" CONC. CURBCONC. PAVING GENERAL NOTESCONC. PAVING NOTECONCRETE SIDEWALK DETAIL ONSITE23TRUNCATED DOMES10 ROOF DRAIN CONNECTION & CLEAN OUTSBOLLARD DETAIL6ANYLOPLAST INLINE DRAIN913' CURB TRANSITIONHANDICAP SIGN DETAIL4FTP-20-4FTP-22-065STOP BAR & SIGN DETAIL REVISION TABLE CONSULTING CIVILENGINEERS, INC.ZOHEIR S. CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NCS-402LIFT STATION DETAIL PUMPS:ALUMINUM COVER w/ (LOCKABLE) ACCESS HATCHFIBERGLASS WETWELLH-20 LOAD RATEDw/ 20 YR. WARRANTYS.S. HINGES"A" VENTFIBERGLASS VALVE BOX (LOCKABLE)NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A"CONCRETE AS REQ'D BY ENGINEER TO PREVENT FLOTATION MAKE MONOLITHIC POUR WITH BOTTOM SLABBASIN ANTI-FLOTATION FLANGECONCRETE BASE SLAB AS PERSPECIFICATIONS w/ #4 REBAR 18" O.C. INTEGRAL FIBERGLASS SLOPECAST-IRON FLANGED CHECK VALVECAST-IRON FLANGED BALL VALVE(32" x 30" x 24" DEEP)FIN GRADEBRASS BALLVALVEEMERGENCY PUMP-OUTw/ BALL VALVE 2.5" SS (0-60 PSI) PRESSURE GAUGEw/ SHUT-OFF VALVE 4.30 CU. YDS.36" MIN.CAST-IRONBALL VALVEFRP VALVE COVER16" x 16" x 18" DEEPISOLATION PLUG VALVEMIN. 1/2" DIA. x 3" SSBOLTS WELDED TO A(2" x 18" x 1/4" )SS ANCHOR PLATEEMBEDDED IN FIBERGLASS2" x 6" INTEGRALFRP "C" CHANNELBOTTOM SUPPORTS WETWELL BOTTOMBOLT & SUPPORT DETAIL PUMP DISCHARGE BASEAfter the H-20 load rated wetwell has been installed, the ASTM CertificationNumber and Serial Tracking Number must be visible.The H-20 Load Rated Fiberglass Wetwell Must Be Manufactured By L.F.Manufacturing, Giddings, Texas, Which Includes A Written 20 Yr. Warranty.Certification of the wetwell H-20 load rating must be supplied with submittals.H-20 certification must be signed and sealed by an engineer registered in theState of Florida.INTEGRALLIFTING LUGS2- (2") FIELDINSTALLED KNOCKOUTSFOR ELECTRICALCONDUITS 2' MIN.FIBERGLASS VALVE BOX 72" 12"6"6"INTEGRALFIBERGLASSSLOPE316SSLIFTINGCHAIN 48" HLA LAG LEAD OFFALUMINUM HATCH(LOCKABLE)2" PVC DRAIN ("P-TRAP") INLET FIELD INSTALLED8"RILEY & COMPANY3" ACTIVATEDCHARCOALFILTER VENT8"1316SS CABLEBRACKETSCH. 80 PVCSLIDE RAILS SCH.40 AISI 304SS PIPE 1" 2"COMPOSITE WATER-TIGHTINLET SLEEVE w/SS NUTS& BOLTS6"The submersible grinder pumps shall be manufactured by HOMA.The pumps shall be installed in the H-20 GP FRP wetwell utilizing a dual slide railsystem. Each grinder pump shall contain special cutters to reduce sewage to afine slurry. The stationary cutter shall consist of hardened 316 "L" stainlesssteel and the rotary cutter shall consist of chrome alloy cast iron.Major pump components shall be grey cast iron, ASTM A-48, Class 35B. Thepump motor shall be NEMA B design and housed in an air-filled watertightchamber. The stator windings shall be insulated with moisture resistant Class Finsulation by use of the trickle impregnation method. The motor shall beheat-shrink fit into the stator housing. The use of bolts, pins, or other fasteningdevices is not acceptable. Thermal switches set to open at 125 degrees C shallbe embedded in the stator end coils to monitor the temperature of each phasewinding. The motor horsepower shall be adequate so that the pump isnon-overloading throughout the entire pump performance curve from shut-offthrough run-out.The pump shall be provided with a dual mechanical seal. The upper and lowerseals shall be silicon carbide.LIFT STATION WILL BE PRIVATELYOWNED AND MAINTAINED.NO SUBSTITUTIONS - NO ALTERNATES 1. Water service with hose bib and reduced pressure backflow preventer to be installed near lift station. (See Electrical Riser Illustration) 2. System shall be operated and maintained to provide uninterrupted service as required by DEP Chapter 62-604.500. 3. Approved Operation & Maintenance Manual(O&M) shall be kept available for operation and maintenance personnel 4. A weather resistant emergency contact sign shall be installed at the lift station and made visible to the public (Lettering shall be min. 2" in height.SEE ELECTRICAL RISER RILEY & COMPANY, INC. SANFORD, FL 32773 (407)265-9963DUPLEX CONTROL PANEL:The Enclosure shall be NEMA 4X, minimum 30" high x 30" wide x 10" deepfiberglass with 5 point latching system.The enclosure shall have external mounting feet to allow for wall mounting.The following components shall be mounted through the enclosure:1- ea. Red Alarm Beacon (Light) 4" x 4" Minimum Diameter1- ea. Alarm Horn (minimum 95 Db)1- ea. Generator Receptacle w/ weatherproof cover(SCM460 -UL 1686)1- ea. Alarm Silence PushbuttonThe back panel shall be fabricated from .125, 5052-H32 marine alloyaluminum. All components shall be mounted by machined stainless steelscrews.The following components shall be mounted to back panel:2- ea. Motor Contactors1- ea. Volt Monitor (1 Ph) Phase Monitor (3 Ph) w/2 N/O & 1 N/C Contacts1- ea. Control Transformer (480 Volt Only) (Min. 500VA)1- ea. Silence Relay Module1- ea. Duplex Alternator w/ Pump Selector Switch1- ea. Model RCBB5AH Battery Back-Up w/ Smart Charger For The High Level Alarm System20- ea. Terminals For Field Connections6- ea. Terminals For Motor Connections (Single Phase Only)7- ea. Grounding Lugs1- ea. Seal Failure RelayThe inner door shall be fabricated from .080, 5052-H32 marine alloyaluminum. The inner door shall have a continuous aluminum pianohinge.The following components shall be mounted through the inner door:1- ea. Main Circuit Breaker1- ea. Emergency Circuit Breaker1- ea. Mechanical Interlock For Emergency And Main Breakers (UL Listed)2- ea. Short Circuit Protectors w/ Auxiliary Contacts1- ea. Control Circuit Breaker2- ea. Seal Failure Indicator Lights1- ea. Hand-Off-Auto Selector Switches2- ea. Pump Run Pilot Lights1- ea. Power On Pilot Light2- ea. Elapse Time Meters (Non-Resetable)1- ea. GFI Duplex Convenience OutletTo insure complete unit and warranty responsibility the electrical controlpanel must be manufactured and built by the pump supplier. The pumpsupplier must be a TUV (UL508A CERTIFIED) manufacturing facility, with aminimum of 5 years history in the manufacturing of electrical control panels.5. INSPECTION & TESTING: A factory representative shall be provide for a one (1) time start-up and shall have complete knowledge of the proper operation and maintenance for the complete system.SWITCH DISCONNECTCONTROL PANELGENERATOR RECEPTORMODEL UL 1686 SCM460GALVANIZEDUNISTRUT3/4" HOSE BIB3/4"GALV. RISERSLEEVE REQUIREDELECTRIC METER OR PULLPOWER FROM BUILDING2" CAPSLIGHTNING ARRESTOR FIELDMOUNTEDBY ELECTRICIAN3- SEAL-OFFS ( 2" ) BY ELECTRICIANPUMP POWER CABLES (2" CONDUITS)2" RIGID ALUMINUM POSTS 5' MIN.CONCRETE AROUND POSTS12" DIA. x 24" DEEPTO SERVICE LOCATION(VERIFY w/ POWER CO.)TO WATER SUPPLYREDUCED PRESSURE (RPZ) BACKFLOW PREVENTERTO BE INSTALLED IN WATER SUPPLY LINE TOLIFT STATION "FEBCO WATTS" (OAE)NOTE:GROUNDROD18"FLOAT SWITCHES (2" CONDUIT) ELECTRICAL RISER FORILLUSTRATION PURPOSES ONLY NOTES:* ELECTRICIAN NOTES:1. DRAWING NOT TO SCALE 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT6. NEUTRAL TO BE SUPPLIED FOR 23OV-3 PHASE OR 230V-SINGLE PHASE POWER.ALUMINUM HATCH(LOCKABLE)RILEY & Company, Inc. (H-20 GP)c w/ BATTERY BACK-UP FOR AUDIO AND VISUAL ALARMS 3'NOTE: COMPLETE SYSTEM TO BE SUPPLIED BY:PRIMARY PUMP CAPACITYPRIMARY TDHPUMP MANUFACTURERPUMP MODEL #R.P.M.HORSEPOWERELECTRICAL/ VOLTS / PHASEFULL LOAD AMPS/ PER PUMPPUMP DATAPUMP DISCHARGE SIZE TOP OF WETWELL INLET INVERT HIGH LEVEL ALARM (HLA) 2nd PUMP ON (LAG) 1stPUMP ON (LEAD) PUMPS OFF (OFF) BOTTOM OF WETWELL WETWELL DIAMETERELEVATIONS 13.75 9.50 9.00 8.50 7.94 4.87 48" 6.87IMPELLER DIAMETER6. WIRELESS REMOTE ALARM: Model RCWAU 120V / Transmitter and HLA float to be mounted inside wetwell and wireless receiver to be installed inside building. 03-20-181.5" FORCE MAIN8"1 REVISION TABLE CONSULTING CIVILENGINEERS, INC.ZOHEIR S. CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NCS-403MISC STORM TECH CHAMBER INFORMATIONINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE^Ji)MIRRORS ON POLES ORCAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY^Jii)FOLLOW OSHA REGULATIONS FOR CONFINEDSPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.^J2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.24"24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24BTWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSMANHOLECOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESC-740 CHAMBERSC-740 END CAPSC-740 ISOLATOR ROW DETAILNTSOPTIONAL INSPECTION PORTSTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-740 6" INSPECTION PORT DETAILNTSSC-740 CHAMBERFLEXSTORM CATCH ITPART# 6212NYFXWITH USE OF OPEN GRATE12" (300 mm) NYLOPLAST INLINEDRAIN BODY W/SOLID HINGEDCOVER OR GRATEPART# 2712AG06NSOLID COVER: 1299CGCGRATE: 1299CGS6" (150 mm) INSERT A TEEPART#06N12ST74IPINSERT TEE TO BE CENTEREDON CORRUGATION CREST6" (150 mm) ADS N-12HDPE PIPE18" (450 mm) MIN WIDTHCONCRETE SLAB8" (200 mm) MIN THICKNESSPAVEMENTCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONSCONCRETE COLLARACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTIONEQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".^J3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILLMATERIALS.^J4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.^J5.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONEWITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.^J6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.7.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIALREQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZEDISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)AASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZEDISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)AASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³18"(450 mm) MIN*8'(2.4 m)MAXSUBGRADE SOILS(SEE NOTE 5)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP6" (150 mm) MINDCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) TYP51" (1295 mm)6"(150 mm) MIN30"(760 mm)DEPTH OF STONE TO BE DETERMINEDBY DESIGN ENGINEER 6" (150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).12STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-740, OR APPROVED EQUAL.2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.^J3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THATWOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.5.CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FORTHERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICEFOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALLSUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THEPROJECT SITE:a.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETYFACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTMF2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.b.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOADFACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEPMODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATIONTO VERIFY LONG-TERM PERFORMANCE.c.STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.8.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.^J2.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTIONGUIDE".^J3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.^JSTORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.^J4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.^J5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.^J6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.^J7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).^J8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.^J9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTIONGUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITHTHE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT ANACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECHSTANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.PART #STUBABCSC740EPE06T /SC740EPE06TPC6" (150 mm)10.9" (277mm)18.5" (470 mm)---SC740EPE06B / SC740EPE06BPC---0.5" (13 mm)SC740EPE08T /SC740EPE08TPC8" (200 mm)12.2" (310 mm)16.5" (419 mm)---SC740EPE08B / SC740EPE08BPC---0.6" (15 mm)SC740EPE10T / SC740EPE10TPC10" (250 mm)13.4" (340 mm)14.5" (368 mm)---SC740EPE10B / SC740EPE10BPC---0.7" (18 mm)SC740EPE12T / SC740EPE12TPC12" (300 mm)14.7" (373 mm)12.5" (318 mm)---SC740EPE12B / SC740EPE12BPC---1.2" (30 mm)SC740EPE15T / SC740EPE15TPC15" (375 mm)18.4" (467 mm)9.0" (229 mm)---SC740EPE15B / SC740EPE15BPC---1.3" (33 mm)SC740EPE18T / SC740EPE18TPC18" (450 mm)19.7" (500 mm)5.0" (127 mm)---SC740EPE18B / SC740EPE18BPC---1.6" (41 mm)SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)CHAMBER STORAGE45.9 CUBIC FEET (1.30 m³)MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)WEIGHT75.0 lbs.(33.6 kg)*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERSSTUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"SC-740 TECHNICAL SPECIFICATIONNTS90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)BUILD ROW IN THIS DIRECTIONSTART ENDAACB51.0"(1295 mm)30.0"(762 mm)ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTIONPORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO10" (250 mm) USE INSERT A TEE CONNECTIONCENTERED ON A CHAMBER CREST CORRUGATION45.9" (1166 mm)12.2"(310 mm)29.3"(744 mm)THIS SHEET HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THECONTRACTOR SHALL WORK WITH THE STORM CHAMBERMANUFACTURER , STORM TECH OR APPROVED EQUAL, TO PROVIDEAND SUBMIT SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE BY THEENGINEER . THE CONTRACTOR SHALL COMPLY WITH THEINSTALLATION RECOMMENDATIONS AND GUIDELINES PREPARED BY THEMANUFACTURER. SEE DETAIL TO RIGHT FOR SITE SPECIFIC INFO.18" MINSUBGRADEPAVEMENT6" MIN STONE COVERSTONE12" MIN TYP ALL SIDES51"6" MIN30" MIN6" MIN STONE BASE12BOTTOM OF STONE ELEV 6.5BOTTOM OF CHAMBERS ELEV 7.0SITE SPECIFIC INFOMATIONIMPORTED FILL NOTE: WWN. ATLANTIC AVENUE1st FLR AREA = 905+/- SFF.F. =13.78NEW BUILDING2nd FLR AREA = 1,911 +/- SFSAFETY TRAINING POOL AREA ArArNaNaNaNaArArNaArNaNaNaNaArNaNaNaNaNaNaArNaREVISION TABLE CONSULTING CIVILENGINEERS, INC.ZOHEIR S. CHEHAYEB, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 38577 SHEET NO.ASK SAFETY INC PARCEL ID: 24-37-14-28-*-A CAPE CANAVERAL, FLORIDA P R E L I M I N A R Y S E T N O T F O R C O N S T R U C T I O NLA-1LANDSCAPE PLAN & DETAILS LANDSCAPE LEGENDSHRUB/GROUNDCOVER PLANTINGTREE PLANTINGTREE STAKING DETAILTREE LEGENDNaArRiHpSHRUB/ GROUND COVER LEGENDFLORIDA FLAME MAPLE/ACER RUBRUMCRAPE MYRTLE(NATCHEZ)HAMELIA PATENS(FIRE BUSH)RHAPHIOLEPIS INDICIA(INDIAN HAWTHORN)KNOW WHAT IS BELOWALWAYS CALL 811 BEFORE YOU DIGIT IS THE LAWCALL 811 TWO (2) BUSINESS DAYS BEFORE YOU DIG811SUNSHINE STATE ONE CALL OF FLORIDACALL BEFORE YOU DIGGENERAL LANDSCAPE NOTES:IRRIGATION NOTES: LOT 1HARBOR HEIGHTS WESTP.B. 48, PG. 31SUBJECT PROPERTYParcel 2PORTION OF LOT "A"TUTEN'S SUBDIVISION0.30 ACRESF N D 1 " I . P . NO I D . F N D 5/ 8 " I . P . NO I D . F N D 4 " X 4 " CM NO I D . 0 . 9 E A S T F N D 5/ 8 " I . P . N O I D . 3 . 10 ' SW . F N D 5/ 8 " C . I . R . L B# 2 6 6 F N D 5/ 8 " C . I . R . IL L E G I B L E LOT 2HARBOR HEIGHTS WESTP.B. 48, PG. 31LOT 3HARBOR HEIGHTS WESTP.B. 48, PG. 31115 Alma Blvd.,Suite 102Mailing Address: P.O.Box 541866Merritt Island, FL. 32954Phone: (321) 514.6920LICENSED BUSINESS #7978“” STORMWATER MANAGEMENT REPORT ASK SAFETY INC. CAPE CANAVERAL BUILDING Submitted to CITY OF CAPE CANAVERAL CCEI PROJECT NO. 180924 REVISED JANUARY 28, 2019 Submitted by: Consulting Civil Engineers Inc 3650 Bobbi Lane, Suite 119 Titusville FL 32780 CA NO. 7522 Contact: Z. Sid Chehayeb, PE Phone: (321) 269-9930 Email: sid@cceifl.com STORMWATER MANAGEMENT REPORT FOR ASK SAFETY INC. CAPE CANAVERAL BUILDING PREPARED BY: CONSULTING CIVIL ENGINEERS, INC. 3650 BOBBI LANE, SUITE 119 TITUSVILLE, FLORIDA 32780 PHONE (321) 269-9930 Consulting Civil Engineers, Inc. (CCEI) has prepared the attached information under the direct supervision of the undersigned with technical assistance rendered by other professional staff members. The analysis of the stormwater management system was based on construction plans prepared by CCEI and the soils investigation report prepared by KSM Engineering and Testing. SEAL: Zoheir S. Chehayeb, P.E. #38577 Date ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 TABLE OF CONTENTS TITLE PAGE 1. Project Description 1 2. Existing Conditions 1 3. Methodology 1 4. Proposed Conditions 2 5. Construction Schedule and Techniques 2 6. Operation and Maintenance 2 7. Summary 2 LIST OF EXHIBITS Exhibit 1 Location Map Exhibit 2 Aerial Map Exhibit 3 Soils Map Exhibit 4 USGS Map Exhibit 5 FEMA Map LIST OF APPENDICES Appendix A Area Tabulation/Treatment Volume/Storm Chamber Data/Soils Data Summary/CN Calculations Appendix B Storm Tech Chamber Data Appendix C HydroCad Program Water Quality Slug Load 25 Year-24 Hour Storm Event 100 Year-24 Hour Storm Event Appendix D Soils Report (for Reference Only) Page | 1 ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 STORMWATER MANAGEMENT REPORT ASK SAFETY BUILDING - CAPE CANAVERAL 1.Project Description This project is located within the City of Cape Canaveral and more particularly east of Atlantic Avenue and north of Harbor Drive. The overall project area is 10,728+- square feet. The proposed building is 2820+ Square Feet on two floors and the proposed impervious area is 6,221+ square feet. A stormwater management system is designed to accommodate the treatment volume and the attenuation of the 25- year/24-hour and the 100 year-24-hour storm events. 2.Existing Conditions The existing stormwater runoff from the entire site is directed to the east towards the existing development and the flow is via sheet flow. The elevations of the site vary from 13+ feet elevation at the west property line to 8+- ft at the east property line. The soils map of Brevard County indicates that the soil is Palm Beach Sand and is of Type “A” soil with a good permeability rate that was confirmed within the soils report generated by KSM Engineering and Testing and is included in this report for reference. 3.Methodology Jurisdictional Government Agencies The City of Cape Canaveral and the St. Johns River Water Management District are the two agencies that have jurisdiction over this site. Water Quality The City of Cape Canaveral follows the requirement of the St. Johns River Water Management in regards to stormwater quality and discharge. And the requirements of the District are: The first flush of runoff should be routed to the retention basin and percolated into the ground. Retention systems that discharge to Class III receiving water bodies shall provide for one of the following: (a) Off-line retention of the first one-half inch of runoff or 1.25 inches of runoff from the impervious area, whichever is greater. (b)On-line retention of an additional one half inch of runoff from the drainage area over that volume specified for off-line treatment. (c) On-line retention that provides for percolation of the runoff from the three year, one-hour storm. (d)On-line retention of the runoff from one inch of rainfall or 1.25 inches of runoff from the impervious area, whichever is greater, for systems which serve an area with less than 40 percent impervious surface and that contain only U.S. Department of Agriculture Natural Resources Conservation Service (SCS) hydrologic group "A" soils. The pollution abatement volume provided is a 1.25 inch times the impervious area which is greater than the 0.5 inches of runoff from the overall site. Water Quantity Requirements The site is designed to accommodate the 100 Year 24 Hour storm event with no off site discharge. In the existing condition the entire site discharges to the east at the rate of about 1 ½ CFS. Any potential (although highly unlikely) offsite discharge will be overland flow to North Atlantic Avenue. A safety factor of 2 was in the storm water management design by reducing the measured permeability rate by one half. An underground piping system will collect all site drainage, from the building’s roof and yard drains and connect them to the underground chambers. Page | 2 ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 Seasonal High Water Table The discharge from the site will be via percolation only. The estimated seasonal high water table was determined to be an average elevation of 3.3 feet. A conservative elevation of 4.0 used in the drawdown analyses. 4.Proposed Conditions This project will result in the construction of a small underground storm chamber system (Storm Tech model SC-740 or approved equal) which will be used for water treatment as well as attenuation with no anticipated offsite discharge. 5.Construction Schedule and Techniques Construction of this project is projected to begin in March 2019. Project completion is anticipated by or before August, 2019. The anticipated construction sequence is listed below. − Mobilization − Staking and approval of construction limits − Placement and approval of erosion and turbidity control measures − Clearing and grubbing − Storm Chamber Construction − Filling and grading operation − Installation of storm sewer piping − Building Construction − Utility construction − Final Paving/lLandscaping − Certification of stormwater management system − Demobilization Due to the depth of the water table encountered at this site, we do not anticipated dewatering at this site. The contractor shall be responsible for obtaining any consumptive use or water use permits, if required. Equipment and materials will be transported to the work site via trucks and paved roadways. At the completion of construction, the Contractor shall be responsible for providing record drawings and certifications based on the Contractor's as-built information. 6.Operation and Maintenance The Owner will be responsible for the operation and maintenance of the completed Stormwater management system. Recommended maintenance procedures for the project are included on Sheet CS-403 of the Construction Drawings. 7. Summary The proposed retention system is designed to be dry. The estimated time to evacuate the retained treatment volume is less than 72 hours as required by the District Rules. The storm events were analyzed and the results are shown in the table below. DESCRIPTION VOLUME CHAMBER STAGE ELEVATION TIME FOR DRAWDOWN TREATMENT VOLUME 648 C.F. 8.12 38 MINUTES 25 YR-24 HR 5,489 C.F. 6.50 - 100 YR-24 HR 8,407 C.F. 6.84 13.4 HOURS ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 EXHIBIT 1 LOCATION MAP SITE LOCATION ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 EXHIBIT 2 AERIAL MAP e ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 EXHIBIT 3 SOILS MAP ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 EXHIBIT 4 USGS MAP SITE LOCATION ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 EXHIBIT 5 FEMA MAP SITE LOCATION ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 APPENDIX A AREA TABULATION, TREATMENT VOLUME/STORM CHAMBER DATA/SOILS-PERMEABILITY DATA/CN CALCULATIONS Project:ASK SAFETY FACILITY BY ZSC 1/29/2019 Location:CAPE CANEVERAL Condition:PRE/POST Percent Area of Total S.F.Ac 1 Pervious 10,728 0.25 100.00% 10,728 0.25 100% Percent Area Type of Total S.F.Ac 2 Impervious 1,178 0.03 10.98% 3 Impervious 3,903 0.09 36.38% 4 Impervious 235 0.01 2.19% 5 Impervious 905 0.02 8.44% Impervious 6,221 0.14 57.99% 6 Pervious 4,507 0.10 42.01% 10,728 0.25 100% Description Open Pre-Development Description Type Area Totals OPEN AREA Basin 1 Totals Post-Development POOL AREA TOTAL IMPERVIOUS Area Basin 1 PROP PAVEMENT/ SIDEWALK PROP. Bldg.(Not over Pav;t) WALL (10"x 282') Project:ASK SAFETY FACILITY ZSC Date:29-Jan-19 Location:CAPE CANEVERAL Condition:ZSC Revised 29-Jan-19 SF AC Drainage Area 10,728 0.25 Impervious Area 6,221 0.14 Open/Grass Area 4,507 0.10 Runoff Coefficient (C )0.63 0.5 " Over Total Site For an Online System 447 ft3 1.25 " Times the Impervious Area 648 ft3 Required 648 ft3 Provided at elevation 8.55 ft. STORM CHAMBERS TREATMENT VOLUME STAGE VS. STORAGE HydroCad Program has a Minimum Storm duration of 0.1 hours (6 min) and Because of the Rapid Exfiltration rate, the Static Calculation of 8.55 as Shown Above is Never Reached. Utilizing a Safety Factor of 2 the Water Treatment Volume Peaks at Elevation 8.13. The Chambers are dry within 28 Minutes & the Base of the Stone Bed within 40 Minutes DEPTH ELEV 3.50 0.5 6.50 7.00 2.5 9.50 30% 0.5 10.00 ELEV C.F.AF 6.50 0 0 7.00 78 0.002 7.25 173 0.004 7.50 268 0.006 7.75 361 0.008 8.00 453 0.010 8.25 542 0.012 8.50 629 0.014 8.75 711 0.016 9.00 787 0.018 9.25 855 0.020 9.50 908 0.021 10.00 1,009 0.023 BELOW IS A SUMMARY FROM STORM TECH STAGE VS. STORAGE ELEMENT WATER TABLE ELEVATION STONE BOTTOM (6") BOTTOM OF CHAMBER HEIGHT OF CHAMBER STONE TOP (6") SUMMARY STONE VOIDS STONE SIDE SLOPES 1 ON 2 (Z = 0.5) 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 STAGE STORAGE. Project:ASK SAFETY FACILITY 29-Jan-19 Location:CAPE CANEVERAL Condition:SHWT DATA Checked:ZSC 29-Jan-19 P-1, PB-1 9.33 6.33 16"-60" H=74.6'/Day >15 9.0 2.7 P-2, PB-2 9.00 6.00 14"-60", H=75.4'/Day >15 10.0 4.0 AVG =75'/DAY W/ S.F. OF 2.0 37.5'/DAY 18.75" /HOUR AVERAGE ELEV OF THE SHGWT 3.3 4.0 6.5 . PROPOSED BOTTOM OF CHAMBER STONE TEST, BORING # EXISTING ELE. AT BORING LOCATION ESTIMATED SHWT EL. DEPTH OF EXISTING GROUND WATER TABLE ESTIMATED DEPTH TO TYPICAL WET SEASON WATER TABLE DEPTH TO FIRST IMPERMEABLE LAYERPERMEABILITY RATE USE CONSERVATIVE ELEV OF ….. TR 55 Worksheet 2 Runoff Curve Number and Runoff CCEI Project:ASK SAFETY FACILITY By:ZSC DATE 29-Jan-19 Location:CAPE CANEVERAL Condition:POST Runoff Curve Number Computation for Basin 1: NORTH POND Soil Name and Hydrological Group (Appendix A) Cover Description (cover type, treatment, and hydrological condition; percent impervious; unconnected/connected impervious ratio) CN Area (acres) Product of CN x Area Table 2-2 Fig 2-3 Fig 2-4 PALM BEACH SAND (A)GOOD COVER 39 0.1035 4.04 PAVED /BLDGAREA 98 0.1428 14.00 - - Totals 0.25 18.03 Revise CN values to reflect both B and D conditions based on Pre-or-Post NB: Use only one CN source per line CN (weighted) = Total Product/Total Area=18.03 =73.21 Use CN =73 0.25 ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 APPENDIX B STORM TECH CHAMBER DATA ASK SAFETY. Printed 1/28/2019 Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Pond 1P: STORM TECH - Chamber Wizard Field A Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length 3 Rows x 51.0" Wide + 6.0" Spacing x 2 + 12.0" Side Stone x 2 = 15.75' Base Width 6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 0.5 '/' Side-Z x Height = 21.0" Flare/Side Base Length + Flare x 2 = 35.60' Top Length Base Width + Flare x 2 = 19.25' Top Width 12 Chambers x 45.9 cf = 551.3 cf Chamber Storage 2,076.7 cf Field - 551.3 cf Chambers = 1,525.4 cf Stone x 30.0% Voids = 457.6 cf Stone Storage Chamber Storage + Stone Storage = 1,008.9 cf = 0.023 af Overall Storage Efficiency = 48.6% Overall System Size = 32.10' x 15.75' x 3.50' 12 Chambers 76.9 cy Field 56.5 cy Stone ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 APPENDIX C HYDROCAD PROGRAM • WATER QUALITY • 25 YEAR-24HR STORM • 100 YEAR-24HR STORM Constant Intensity 0.10 hrs 1.25 " Equvilent Rainfall=1.44", AMC=4ASK SAFETY SLUG LOAD WITH EXFILTRATI Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 1HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Summary for Subcatchment 1 IMP: IMPERVIOUS AREA Runoff = 2.02 cfs @ 0.10 hrs, Volume= 0.015 af, Depth= 1.22" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-1.00 hrs, dt= 0.01 hrs Constant Intensity 0.10 hrs 1.25 " Equvilent Rainfall=1.44", AMC=4 Area (sf) CN Description * 6,221 98 imprev 6,221 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, min 0.015af = 653 c.f. AMC of 4 equals 100 % Runoff i.e. Frozen Ground HydroCad program requires a minimum storm duration of 0.10 hours. The constant intensity option was used and by trial a runoff depth was chosen to assimilate the 1.25" slug. The water quality slug load is 648 cf. Constant Intensity 0.10 hrs 1.25 " Equvilent Rainfall=1.44", AMC=4ASK SAFETY SLUG LOAD WITH EXFILTRATI Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 3HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Summary for Pond S. TECH: STORM TECH W/ EXFILTRATION Inflow Area = 0.143 ac,100.00% Impervious, Inflow Depth = 1.22" for 1.25 " Equvilent eventInflow = 2.02 cfs @ 0.10 hrs, Volume= 0.015 af Outflow = 0.41 cfs @ 0.12 hrs, Volume= 0.015 af, Atten= 80%, Lag= 1.4 min Discarded = 0.41 cfs @ 0.12 hrs, Volume= 0.015 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-1.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 8.13' @ 0.12 hrs Surf.Area= 586 sf Storage= 498 cf Plug-Flow detention time= 12.0 min calculated for 0.014 af (99% of inflow)Center-of-Mass det. time= 12.1 min ( 16.4 - 4.3 ) Volume Invert Avail.Storage Storage Description #1A 6.50' 458 cf 15.75'W x 32.10'L x 3.50'H Field A Z=0.52,077 cf Overall - 551 cf Embedded = 1,525 cf x 30.0% Voids #2A 7.00' 551 cf ADS_StormTech SC-740 +Cap x 12 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap3 Rows of 4 Chambers 1,009 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 6.50'18.750 in/hr EXFILTRATION over Horizontal area Conductivity to Groundwater Elevation = 4.00' Discarded OutFlow Max=0.41 cfs @ 0.12 hrs HW=8.12' (Free Discharge)1=EXFILTRATION ( Controls 0.41 cfs) Constant Intensity 0.10 hrs 1.25 " Equvilent Rainfall=1.44", AMC=4ASK SAFETY SLUG LOAD WITH EXFILTRATI Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 4HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Hydrograph for Pond S. TECH: STORM TECH W/ EXFILTRATION Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Discarded (cfs) 0.00 0.00 0 6.50 0.00 0.07 1.97 247 7.44 0.33 0.14 0.02 480 8.08 0.400.21 0.00 384 7.81 0.37 0.28 0.00 295 7.57 0.34 0.35 0.00 212 7.35 0.31 0.42 0.00 136 7.15 0.29 0.49 0.00 65 6.92 0.27 0.56 0.00 4 6.53 0.22 0.63 0.00 0 6.50 0.00 0.70 0.00 0 6.50 0.00 0.77 0.00 0 6.50 0.00 0.84 0.00 0 6.50 0.00 0.91 0.00 0 6.50 0.00 0.98 0.00 0 6.50 0.00 FDOT 24-hr 25YR-24HR Rainfall=9.50"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 2HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: PROJECT SITE Runoff = 0.18 cfs @ 12.17 hrs, Volume= 0.126 af, Depth= 6.16" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.20 hrs FDOT 24-hr 25YR-24HR Rainfall=9.50" Area (sf) CN Description * 6,221 98 Building & Pavement 4,507 39 >75% Grass cover, Good, HSG A 10,728 73 Weighted Average4,507 39 42.01% Pervious Area 6,221 98 57.99% Impervious Area Tc Length Slope Velocity Capacity Description(min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, min FDOT 24-hr 25YR-24HR Rainfall=9.50"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 3HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 1S: PROJECT SITE Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.40 0.01 0.00 0.00 0.60 0.02 0.00 0.00 0.80 0.03 0.00 0.00 1.00 0.05 0.00 0.00 1.20 0.07 0.00 0.00 1.40 0.09 0.00 0.00 1.60 0.12 0.00 0.00 1.80 0.16 0.00 0.00 2.00 0.19 0.00 0.00 2.20 0.23 0.00 0.00 2.40 0.28 0.00 0.00 2.60 0.32 0.00 0.00 2.80 0.38 0.00 0.00 3.00 0.43 0.00 0.00 3.20 0.49 0.00 0.00 3.40 0.55 0.00 0.00 3.60 0.60 0.00 0.00 3.80 0.66 0.00 0.00 4.00 0.72 0.00 0.00 4.20 0.78 0.00 0.00 4.40 0.83 0.00 0.00 4.60 0.89 0.01 0.00 4.80 0.95 0.01 0.01 5.00 1.01 0.02 0.01 5.20 1.07 0.03 0.01 5.40 1.13 0.04 0.01 5.60 1.20 0.05 0.02 5.80 1.27 0.07 0.02 6.00 1.34 0.08 0.02 6.20 1.42 0.11 0.03 6.40 1.50 0.13 0.03 6.60 1.57 0.15 0.03 6.80 1.65 0.18 0.03 7.00 1.73 0.21 0.03 7.20 1.80 0.24 0.04 7.40 1.88 0.27 0.04 7.60 1.96 0.30 0.04 7.80 2.03 0.34 0.04 8.00 2.11 0.37 0.04 8.20 2.19 0.41 0.05 8.40 2.28 0.45 0.05 8.60 2.38 0.50 0.06 8.80 2.48 0.56 0.07 9.00 2.59 0.62 0.07 9.20 2.71 0.68 0.08 9.40 2.82 0.75 0.08 9.60 2.94 0.82 0.08 9.80 3.05 0.89 0.09 10.00 3.17 0.96 0.09 10.20 3.29 1.04 0.09 10.40 3.41 1.12 0.10 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 10.60 3.55 1.21 0.11 10.80 3.69 1.31 0.12 11.00 3.84 1.41 0.13 11.20 4.00 1.52 0.14 11.40 4.16 1.64 0.15 11.60 4.33 1.77 0.16 11.80 4.51 1.91 0.17 12.00 4.70 2.05 0.17 12.20 4.89 2.19 0.18 12.40 5.06 2.33 0.17 12.60 5.23 2.46 0.16 12.80 5.38 2.58 0.15 13.00 5.52 2.69 0.14 13.20 5.65 2.80 0.14 13.40 5.78 2.91 0.13 13.60 5.90 3.01 0.13 13.80 6.02 3.11 0.13 14.00 6.14 3.21 0.12 14.20 6.26 3.30 0.12 14.40 6.37 3.40 0.12 14.60 6.49 3.50 0.12 14.80 6.60 3.59 0.12 15.00 6.72 3.69 0.12 15.20 6.83 3.79 0.12 15.40 6.94 3.88 0.12 15.60 7.05 3.97 0.11 15.80 7.15 4.06 0.11 16.00 7.24 4.15 0.11 16.20 7.34 4.23 0.10 16.40 7.43 4.31 0.10 16.60 7.52 4.38 0.09 16.80 7.60 4.46 0.09 17.00 7.68 4.52 0.09 17.20 7.75 4.59 0.08 17.40 7.83 4.66 0.08 17.60 7.91 4.73 0.08 17.80 7.98 4.80 0.08 18.00 8.06 4.86 0.08 18.20 8.14 4.93 0.08 18.40 8.21 5.00 0.08 18.60 8.29 5.07 0.08 18.80 8.37 5.14 0.09 19.00 8.44 5.21 0.09 19.20 8.52 5.27 0.08 19.40 8.59 5.34 0.08 19.60 8.66 5.40 0.08 19.80 8.72 5.45 0.07 20.00 8.78 5.51 0.07 20.20 8.84 5.56 0.06 20.40 8.90 5.61 0.06 20.60 8.95 5.66 0.06 20.80 9.01 5.72 0.06 21.00 9.07 5.77 0.06 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 21.20 9.12 5.82 0.06 21.40 9.18 5.86 0.06 21.60 9.22 5.91 0.06 21.80 9.27 5.95 0.05 22.00 9.31 5.98 0.05 22.20 9.34 6.02 0.04 22.40 9.38 6.05 0.04 22.60 9.41 6.07 0.03 22.80 9.43 6.10 0.03 23.00 9.45 6.12 0.03 23.20 9.47 6.13 0.02 23.40 9.48 6.14 0.02 23.60 9.49 6.15 0.01 23.80 9.50 6.16 0.01 24.00 9.50 6.16 0.0024.20 9.50 6.16 0.00 24.40 9.50 6.16 0.00 24.60 9.50 6.16 0.00 24.80 9.50 6.16 0.00 25.00 9.50 6.16 0.00 25.20 9.50 6.16 0.00 25.40 9.50 6.16 0.00 25.60 9.50 6.16 0.00 25.80 9.50 6.16 0.00 26.00 9.50 6.16 0.00 26.20 9.50 6.16 0.00 26.40 9.50 6.16 0.00 26.60 9.50 6.16 0.00 26.80 9.50 6.16 0.00 27.00 9.50 6.16 0.00 27.20 9.50 6.16 0.00 27.40 9.50 6.16 0.00 27.60 9.50 6.16 0.00 27.80 9.50 6.16 0.00 28.00 9.50 6.16 0.00 28.20 9.50 6.16 0.00 28.40 9.50 6.16 0.00 28.60 9.50 6.16 0.00 28.80 9.50 6.16 0.00 29.00 9.50 6.16 0.00 29.20 9.50 6.16 0.00 29.40 9.50 6.16 0.00 29.60 9.50 6.16 0.00 29.80 9.50 6.16 0.00 30.00 9.50 6.16 0.00 FDOT 24-hr 25YR-24HR Rainfall=9.50"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 4HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Summary for Pond 1P: STORM TECH Inflow Area = 0.246 ac, 57.99% Impervious, Inflow Depth = 6.16" for 25YR-24HR eventInflow = 0.18 cfs @ 12.17 hrs, Volume= 0.126 af Outflow = 0.18 cfs @ 12.17 hrs, Volume= 0.126 af, Atten= 0%, Lag= 0.0 min Discarded = 0.18 cfs @ 12.17 hrs, Volume= 0.126 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.20 hrs / 3 Peak Elev= 6.50' @ 12.18 hrs Surf.Area= 506 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow)Center-of-Mass det. time= 0.0 min ( 859.8 - 859.8 ) Volume Invert Avail.Storage Storage Description #1A 6.50' 458 cf 15.75'W x 32.10'L x 3.50'H Field A Z=0.52,077 cf Overall - 551 cf Embedded = 1,525 cf x 30.0% Voids #2A 7.00' 551 cf ADS_StormTech SC-740 +Cap x 12 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap3 Rows of 4 Chambers 1,009 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 6.50'18.750 in/hr Exfiltration over Horizontal area Conductivity to Groundwater Elevation = 4.00' Discarded OutFlow Max=0.22 cfs @ 12.17 hrs HW=6.50' (Free Discharge)1=Exfiltration ( Controls 0.22 cfs) FDOT 24-hr 25YR-24HR Rainfall=9.50"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 5HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: STORM TECH Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Discarded (cfs) 0.00 0.00 0 6.50 0.00 0.20 0.00 0 6.50 0.00 0.40 0.00 0 6.50 0.00 0.60 0.00 0 6.50 0.00 0.80 0.00 0 6.50 0.00 1.00 0.00 0 6.50 0.00 1.20 0.00 0 6.50 0.00 1.40 0.00 0 6.50 0.00 1.60 0.00 0 6.50 0.00 1.80 0.00 0 6.50 0.00 2.00 0.00 0 6.50 0.00 2.20 0.00 0 6.50 0.00 2.40 0.00 0 6.50 0.00 2.60 0.00 0 6.50 0.00 2.80 0.00 0 6.50 0.00 3.00 0.00 0 6.50 0.00 3.20 0.00 0 6.50 0.00 3.40 0.00 0 6.50 0.00 3.60 0.00 0 6.50 0.00 3.80 0.00 0 6.50 0.00 4.00 0.00 0 6.50 0.00 4.20 0.00 0 6.50 0.00 4.40 0.00 0 6.50 0.00 4.60 0.00 0 6.50 0.00 4.80 0.01 0 6.50 0.01 5.00 0.01 0 6.50 0.01 5.20 0.01 0 6.50 0.01 5.40 0.01 0 6.50 0.01 5.60 0.02 0 6.50 0.02 5.80 0.02 0 6.50 0.02 6.00 0.02 0 6.50 0.02 6.20 0.03 0 6.50 0.03 6.40 0.03 0 6.50 0.03 6.60 0.03 0 6.50 0.03 6.80 0.03 0 6.50 0.03 7.00 0.03 0 6.50 0.03 7.20 0.04 0 6.50 0.04 7.40 0.04 0 6.50 0.04 7.60 0.04 0 6.50 0.04 7.80 0.04 0 6.50 0.04 8.00 0.04 0 6.50 0.04 8.20 0.05 0 6.50 0.05 8.40 0.05 0 6.50 0.05 8.60 0.06 0 6.50 0.06 8.80 0.07 0 6.50 0.07 9.00 0.07 0 6.50 0.07 9.20 0.08 0 6.50 0.08 9.40 0.08 0 6.50 0.08 9.60 0.08 0 6.50 0.08 9.80 0.09 0 6.50 0.09 10.00 0.09 0 6.50 0.09 10.20 0.09 0 6.50 0.09 10.40 0.10 0 6.50 0.10 Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Discarded (cfs) 10.60 0.11 0 6.50 0.11 10.80 0.12 0 6.50 0.12 11.00 0.13 0 6.50 0.13 11.20 0.14 0 6.50 0.14 11.40 0.15 0 6.50 0.15 11.60 0.16 0 6.50 0.16 11.80 0.17 0 6.50 0.17 12.00 0.17 0 6.50 0.17 12.20 0.18 0 6.50 0.18 12.40 0.17 0 6.50 0.17 12.60 0.16 0 6.50 0.16 12.80 0.15 0 6.50 0.15 13.00 0.14 0 6.50 0.14 13.20 0.14 0 6.50 0.14 13.40 0.13 0 6.50 0.13 13.60 0.13 0 6.50 0.13 13.80 0.13 0 6.50 0.13 14.00 0.12 0 6.50 0.12 14.20 0.12 0 6.50 0.12 14.40 0.12 0 6.50 0.12 14.60 0.12 0 6.50 0.12 14.80 0.12 0 6.50 0.12 15.00 0.12 0 6.50 0.12 15.20 0.12 0 6.50 0.12 15.40 0.12 0 6.50 0.12 15.60 0.11 0 6.50 0.11 15.80 0.11 0 6.50 0.11 16.00 0.11 0 6.50 0.11 16.20 0.10 0 6.50 0.10 16.40 0.10 0 6.50 0.10 16.60 0.09 0 6.50 0.09 16.80 0.09 0 6.50 0.09 17.00 0.09 0 6.50 0.09 17.20 0.08 0 6.50 0.08 17.40 0.08 0 6.50 0.08 17.60 0.08 0 6.50 0.08 17.80 0.08 0 6.50 0.08 18.00 0.08 0 6.50 0.08 18.20 0.08 0 6.50 0.08 18.40 0.08 0 6.50 0.08 18.60 0.08 0 6.50 0.08 18.80 0.09 0 6.50 0.09 19.00 0.09 0 6.50 0.09 19.20 0.08 0 6.50 0.08 19.40 0.08 0 6.50 0.08 19.60 0.08 0 6.50 0.08 19.80 0.07 0 6.50 0.07 20.00 0.07 0 6.50 0.07 20.20 0.06 0 6.50 0.06 20.40 0.06 0 6.50 0.06 20.60 0.06 0 6.50 0.06 20.80 0.06 0 6.50 0.06 21.00 0.06 0 6.50 0.06 FDOT 24-hr 25YR-24HR Rainfall=9.50"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 6HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: STORM TECH (continued) Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Discarded (cfs) 21.20 0.06 0 6.50 0.06 21.40 0.06 0 6.50 0.06 21.60 0.06 0 6.50 0.06 21.80 0.05 0 6.50 0.05 22.00 0.05 0 6.50 0.05 22.20 0.04 0 6.50 0.04 22.40 0.04 0 6.50 0.04 22.60 0.03 0 6.50 0.03 22.80 0.03 0 6.50 0.03 23.00 0.03 0 6.50 0.03 23.20 0.02 0 6.50 0.02 23.40 0.02 0 6.50 0.02 23.60 0.01 0 6.50 0.01 23.80 0.01 0 6.50 0.01 24.00 0.00 0 6.50 0.00 24.20 0.00 0 6.50 0.00 24.40 0.00 0 6.50 0.00 24.60 0.00 0 6.50 0.00 24.80 0.00 0 6.50 0.00 25.00 0.00 0 6.50 0.00 25.20 0.00 0 6.50 0.00 25.40 0.00 0 6.50 0.00 25.60 0.00 0 6.50 0.00 25.80 0.00 0 6.50 0.00 26.00 0.00 0 6.50 0.00 26.20 0.00 0 6.50 0.00 26.40 0.00 0 6.50 0.00 26.60 0.00 0 6.50 0.00 26.80 0.00 0 6.50 0.00 27.00 0.00 0 6.50 0.00 27.20 0.00 0 6.50 0.00 27.40 0.00 0 6.50 0.00 27.60 0.00 0 6.50 0.00 27.80 0.00 0 6.50 0.00 28.00 0.00 0 6.50 0.00 28.20 0.00 0 6.50 0.00 28.40 0.00 0 6.50 0.00 28.60 0.00 0 6.50 0.00 28.80 0.00 0 6.50 0.00 29.00 0.00 0 6.50 0.00 29.20 0.00 0 6.50 0.00 29.40 0.00 0 6.50 0.00 29.60 0.00 0 6.50 0.00 29.80 0.00 0 6.50 0.00 30.00 0.00 0 6.50 0.00 FDOT 24-hr 100YR-24HR Rainfall=13.00"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 7HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: PROJECT SITE Runoff = 0.27 cfs @ 12.16 hrs, Volume= 0.193 af, Depth= 9.42" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.20 hrs FDOT 24-hr 100YR-24HR Rainfall=13.00" Area (sf) CN Description * 6,221 98 Building & Pavement 4,507 39 >75% Grass cover, Good, HSG A 10,728 73 Weighted Average4,507 39 42.01% Pervious Area 6,221 98 57.99% Impervious Area Tc Length Slope Velocity Capacity Description(min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, min FDOT 24-hr 100YR-24HR Rainfall=13.00"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 8HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 1S: PROJECT SITE Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.40 0.01 0.00 0.00 0.60 0.02 0.00 0.00 0.80 0.04 0.00 0.00 1.00 0.07 0.00 0.00 1.20 0.09 0.00 0.00 1.40 0.13 0.00 0.00 1.60 0.17 0.00 0.00 1.80 0.21 0.00 0.00 2.00 0.26 0.00 0.00 2.20 0.32 0.00 0.00 2.40 0.38 0.00 0.00 2.60 0.44 0.00 0.00 2.80 0.51 0.00 0.00 3.00 0.59 0.00 0.00 3.20 0.67 0.00 0.00 3.40 0.75 0.00 0.00 3.60 0.83 0.00 0.00 3.80 0.91 0.01 0.01 4.00 0.98 0.02 0.01 4.20 1.06 0.03 0.01 4.40 1.14 0.04 0.02 4.60 1.22 0.06 0.02 4.80 1.30 0.07 0.02 5.00 1.38 0.09 0.02 5.20 1.46 0.12 0.03 5.40 1.55 0.14 0.03 5.60 1.64 0.18 0.04 5.80 1.74 0.21 0.04 6.00 1.84 0.25 0.05 6.20 1.94 0.30 0.05 6.40 2.05 0.34 0.06 6.60 2.15 0.39 0.06 6.80 2.26 0.44 0.06 7.00 2.36 0.50 0.07 7.20 2.47 0.55 0.07 7.40 2.57 0.61 0.07 7.60 2.68 0.67 0.07 7.80 2.78 0.73 0.07 8.00 2.89 0.79 0.08 8.20 3.00 0.86 0.08 8.40 3.12 0.93 0.09 8.60 3.25 1.02 0.10 8.80 3.39 1.11 0.11 9.00 3.55 1.21 0.12 9.20 3.70 1.32 0.13 9.40 3.86 1.43 0.14 9.60 4.02 1.54 0.14 9.80 4.18 1.65 0.14 10.00 4.33 1.77 0.14 10.20 4.50 1.89 0.15 10.40 4.67 2.02 0.16 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 10.60 4.85 2.17 0.17 10.80 5.05 2.32 0.19 11.00 5.25 2.48 0.20 11.20 5.47 2.65 0.21 11.40 5.69 2.84 0.22 11.60 5.93 3.03 0.24 11.80 6.18 3.24 0.25 12.00 6.43 3.45 0.26 12.20 6.69 3.67 0.27 12.40 6.93 3.87 0.26 12.60 7.15 4.07 0.24 12.80 7.36 4.25 0.23 13.00 7.55 4.41 0.21 13.20 7.73 4.57 0.20 13.40 7.91 4.73 0.19 13.60 8.08 4.88 0.19 13.80 8.24 5.03 0.18 14.00 8.40 5.17 0.18 14.20 8.56 5.31 0.18 14.40 8.72 5.45 0.18 14.60 8.88 5.59 0.18 14.80 9.03 5.74 0.18 15.00 9.19 5.88 0.18 15.20 9.35 6.02 0.18 15.40 9.50 6.16 0.17 15.60 9.64 6.29 0.17 15.80 9.78 6.42 0.16 16.00 9.91 6.54 0.15 16.20 10.04 6.66 0.15 16.40 10.17 6.77 0.14 16.60 10.28 6.88 0.14 16.80 10.40 6.98 0.13 17.00 10.51 7.08 0.13 17.20 10.61 7.18 0.12 17.40 10.72 7.28 0.12 17.60 10.82 7.37 0.12 17.80 10.93 7.47 0.12 18.00 11.03 7.57 0.12 18.20 11.14 7.67 0.12 18.40 11.24 7.77 0.12 18.60 11.35 7.86 0.12 18.80 11.45 7.96 0.12 19.00 11.56 8.06 0.12 19.20 11.66 8.16 0.12 19.40 11.76 8.25 0.11 19.60 11.85 8.33 0.11 19.80 11.93 8.41 0.10 20.00 12.02 8.49 0.10 20.20 12.09 8.56 0.09 20.40 12.17 8.64 0.09 20.60 12.25 8.71 0.09 20.80 12.33 8.79 0.09 21.00 12.41 8.86 0.09 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 21.20 12.49 8.93 0.09 21.40 12.56 9.00 0.08 21.60 12.62 9.06 0.08 21.80 12.68 9.12 0.07 22.00 12.74 9.17 0.07 22.20 12.79 9.22 0.06 22.40 12.83 9.26 0.05 22.60 12.87 9.30 0.05 22.80 12.91 9.33 0.04 23.00 12.93 9.36 0.04 23.20 12.96 9.38 0.03 23.40 12.98 9.40 0.02 23.60 12.99 9.41 0.02 23.80 13.00 9.42 0.01 24.00 13.00 9.42 0.0024.20 13.00 9.42 0.00 24.40 13.00 9.42 0.00 24.60 13.00 9.42 0.00 24.80 13.00 9.42 0.00 25.00 13.00 9.42 0.00 25.20 13.00 9.42 0.00 25.40 13.00 9.42 0.00 25.60 13.00 9.42 0.00 25.80 13.00 9.42 0.00 26.00 13.00 9.42 0.00 26.20 13.00 9.42 0.00 26.40 13.00 9.42 0.00 26.60 13.00 9.42 0.00 26.80 13.00 9.42 0.00 27.00 13.00 9.42 0.00 27.20 13.00 9.42 0.00 27.40 13.00 9.42 0.00 27.60 13.00 9.42 0.00 27.80 13.00 9.42 0.00 28.00 13.00 9.42 0.00 28.20 13.00 9.42 0.00 28.40 13.00 9.42 0.00 28.60 13.00 9.42 0.00 28.80 13.00 9.42 0.00 29.00 13.00 9.42 0.00 29.20 13.00 9.42 0.00 29.40 13.00 9.42 0.00 29.60 13.00 9.42 0.00 29.80 13.00 9.42 0.00 30.00 13.00 9.42 0.00 FDOT 24-hr 100YR-24HR Rainfall=13.00"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 9HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Summary for Pond 1P: STORM TECH Inflow Area = 0.246 ac, 57.99% Impervious, Inflow Depth = 9.42" for 100YR-24HR eventInflow = 0.27 cfs @ 12.16 hrs, Volume= 0.193 af Outflow = 0.26 cfs @ 12.42 hrs, Volume= 0.193 af, Atten= 5%, Lag= 15.8 min Discarded = 0.26 cfs @ 12.42 hrs, Volume= 0.193 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.20 hrs / 3 Peak Elev= 6.85' @ 12.42 hrs Surf.Area= 522 sf Storage= 53 cf Plug-Flow detention time= (not calculated: outflow precedes inflow)Center-of-Mass det. time= 0.6 min ( 839.2 - 838.6 ) Volume Invert Avail.Storage Storage Description #1A 6.50' 458 cf 15.75'W x 32.10'L x 3.50'H Field A Z=0.52,077 cf Overall - 551 cf Embedded = 1,525 cf x 30.0% Voids #2A 7.00' 551 cf ADS_StormTech SC-740 +Cap x 12 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap3 Rows of 4 Chambers 1,009 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 6.50'18.750 in/hr Exfiltration over Horizontal area Conductivity to Groundwater Elevation = 4.00' Discarded OutFlow Max=0.26 cfs @ 12.42 hrs HW=6.84' (Free Discharge)1=Exfiltration ( Controls 0.26 cfs) FDOT 24-hr 100YR-24HR Rainfall=13.00"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 10HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: STORM TECH Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Discarded (cfs) 0.00 0.00 0 6.50 0.00 0.20 0.00 0 6.50 0.00 0.40 0.00 0 6.50 0.00 0.60 0.00 0 6.50 0.00 0.80 0.00 0 6.50 0.00 1.00 0.00 0 6.50 0.00 1.20 0.00 0 6.50 0.00 1.40 0.00 0 6.50 0.00 1.60 0.00 0 6.50 0.00 1.80 0.00 0 6.50 0.00 2.00 0.00 0 6.50 0.00 2.20 0.00 0 6.50 0.00 2.40 0.00 0 6.50 0.00 2.60 0.00 0 6.50 0.00 2.80 0.00 0 6.50 0.00 3.00 0.00 0 6.50 0.00 3.20 0.00 0 6.50 0.00 3.40 0.00 0 6.50 0.00 3.60 0.00 0 6.50 0.00 3.80 0.01 0 6.50 0.01 4.00 0.01 0 6.50 0.01 4.20 0.01 0 6.50 0.01 4.40 0.02 0 6.50 0.02 4.60 0.02 0 6.50 0.02 4.80 0.02 0 6.50 0.02 5.00 0.02 0 6.50 0.02 5.20 0.03 0 6.50 0.03 5.40 0.03 0 6.50 0.03 5.60 0.04 0 6.50 0.04 5.80 0.04 0 6.50 0.04 6.00 0.05 0 6.50 0.05 6.20 0.05 0 6.50 0.05 6.40 0.06 0 6.50 0.06 6.60 0.06 0 6.50 0.06 6.80 0.06 0 6.50 0.06 7.00 0.07 0 6.50 0.07 7.20 0.07 0 6.50 0.07 7.40 0.07 0 6.50 0.07 7.60 0.07 0 6.50 0.07 7.80 0.07 0 6.50 0.07 8.00 0.08 0 6.50 0.08 8.20 0.08 0 6.50 0.08 8.40 0.09 0 6.50 0.09 8.60 0.10 0 6.50 0.10 8.80 0.11 0 6.50 0.11 9.00 0.12 0 6.50 0.12 9.20 0.13 0 6.50 0.13 9.40 0.14 0 6.50 0.14 9.60 0.14 0 6.50 0.14 9.80 0.14 0 6.50 0.14 10.00 0.14 0 6.50 0.14 10.20 0.15 0 6.50 0.15 10.40 0.16 0 6.50 0.16 Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Discarded (cfs) 10.60 0.17 0 6.50 0.17 10.80 0.19 0 6.50 0.19 11.00 0.20 0 6.50 0.20 11.20 0.21 1 6.50 0.21 11.40 0.22 3 6.52 0.22 11.60 0.24 9 6.56 0.23 11.80 0.25 19 6.63 0.23 12.00 0.26 34 6.72 0.24 12.20 0.27 47 6.81 0.25 12.40 0.26 53 6.85 0.26 12.60 0.24 49 6.82 0.2512.80 0.23 39 6.75 0.25 13.00 0.21 23 6.65 0.24 13.20 0.20 6 6.54 0.22 13.40 0.19 0 6.50 0.19 13.60 0.19 0 6.50 0.20 13.80 0.18 0 6.50 0.18 14.00 0.18 0 6.50 0.19 14.20 0.18 0 6.50 0.17 14.40 0.18 0 6.50 0.18 14.60 0.18 0 6.50 0.17 14.80 0.18 0 6.50 0.18 15.00 0.18 0 6.50 0.17 15.20 0.18 0 6.50 0.18 15.40 0.17 0 6.50 0.16 15.60 0.17 0 6.50 0.17 15.80 0.16 0 6.50 0.15 16.00 0.15 0 6.50 0.16 16.20 0.15 0 6.50 0.14 16.40 0.14 0 6.50 0.15 16.60 0.14 0 6.50 0.13 16.80 0.13 0 6.50 0.14 17.00 0.13 0 6.50 0.12 17.20 0.12 0 6.50 0.13 17.40 0.12 0 6.50 0.11 17.60 0.12 0 6.50 0.13 17.80 0.12 0 6.50 0.11 18.00 0.12 0 6.50 0.13 18.20 0.12 0 6.50 0.12 18.40 0.12 0 6.50 0.13 18.60 0.12 0 6.50 0.12 18.80 0.12 0 6.50 0.13 19.00 0.12 0 6.50 0.12 19.20 0.12 0 6.50 0.13 19.40 0.11 0 6.50 0.11 19.60 0.11 0 6.50 0.11 19.80 0.10 0 6.50 0.10 20.00 0.10 0 6.50 0.10 20.20 0.09 0 6.50 0.09 20.40 0.09 0 6.50 0.10 20.60 0.09 0 6.50 0.09 20.80 0.09 0 6.50 0.10 21.00 0.09 0 6.50 0.09 FDOT 24-hr 100YR-24HR Rainfall=13.00"ASK SAFETY. Printed 1/28/2019Prepared by CONSULTING CIVIL ENGINEERS, INC (CCEI) Page 11HydroCAD® 10.00-22 s/n 03639 © 2018 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: STORM TECH (continued) Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Discarded (cfs) 21.20 0.09 0 6.50 0.10 21.40 0.08 0 6.50 0.08 21.60 0.08 0 6.50 0.08 21.80 0.07 0 6.50 0.07 22.00 0.07 0 6.50 0.07 22.20 0.06 0 6.50 0.05 22.40 0.05 0 6.50 0.06 22.60 0.05 0 6.50 0.04 22.80 0.04 0 6.50 0.05 23.00 0.04 0 6.50 0.03 23.20 0.03 0 6.50 0.04 23.40 0.02 0 6.50 0.02 23.60 0.02 0 6.50 0.02 23.80 0.01 0 6.50 0.00 24.00 0.00 0 6.50 0.01 24.20 0.00 0 6.50 0.00 24.40 0.00 0 6.50 0.00 24.60 0.00 0 6.50 0.00 24.80 0.00 0 6.50 0.00 25.00 0.00 0 6.50 0.00 25.20 0.00 0 6.50 0.00 25.40 0.00 0 6.50 0.00 25.60 0.00 0 6.50 0.00 25.80 0.00 0 6.50 0.00 26.00 0.00 0 6.50 0.00 26.20 0.00 0 6.50 0.00 26.40 0.00 0 6.50 0.00 26.60 0.00 0 6.50 0.00 26.80 0.00 0 6.50 0.00 27.00 0.00 0 6.50 0.00 27.20 0.00 0 6.50 0.00 27.40 0.00 0 6.50 0.00 27.60 0.00 0 6.50 0.00 27.80 0.00 0 6.50 0.00 28.00 0.00 0 6.50 0.00 28.20 0.00 0 6.50 0.00 28.40 0.00 0 6.50 0.00 28.60 0.00 0 6.50 0.00 28.80 0.00 0 6.50 0.00 29.00 0.00 0 6.50 0.00 29.20 0.00 0 6.50 0.00 29.40 0.00 0 6.50 0.00 29.60 0.00 0 6.50 0.00 29.80 0.00 0 6.50 0.00 30.00 0.00 0 6.50 0.00 ASK SAFETY, INC. - CAPE CANAVERAL BUILDING | DRAINAGE REPORT CCEI ID No. 180924 APPENDIX D SOILS INFORMATION KSM ENGINEERING AND TESTING INCLUDED FOR REFERENCE ONLY