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HomeMy WebLinkAboutRidgewood Avenue Improvements Construction Agreement-29-Dec-2009RIDGEWOOD AVENUE IMPROVEMENTS CONSTRUCTION AGREEMENT THIS CONSTRUCTION AGREEMENT ("Agreement") is made this (-T ay of December, 2009 between the CITY OF CAPE CANAVERAL, a Florida municipal corporation ("OWNER"), whose address is 105 Polk Avenue, Cape Canaveral, Florida 32920, and BREWER PAVING & DEVELOPMENT, INC., a Florida corporation, ("CONTRACTOR"), whose address is 3190 Grissom Parkway, Cocoa, Florida 32926, as follows: 1. DESCRIPTION OF WORK - CONTRACTOR shall perform the work, in accordance with the Contract Documents for the construction of the Ridgewood Avenue Improvements. The work includes all labor, supplies and other facilities or things necessary to produce such construction, and all materials, equipment, and supplies incorporated or to be incorporated in such construction. Additionally, the work shall be subject to the "Special Provisions" set forth in Exhibit "A," attached hereto and fully incorporated herein by this reference. 2. CONTRACT DOCUMENTS - The Contract Documents consist of this Agreement; Exhibits and any Addendums to this Agreement, including, but not limited to the Phase I and Phase II Engineering Plans and Drawings prepared by Stottler Stagg & Associates, Architects, Engineers & Planners, Inc. dated July 15, 2009 and most recently revised on October 30, 2009, and the Phase III Engineering Plans and Drawings prepared by Brad Smith Associates, Inc., dated October 5, 2009 and most recently revised on October 5, 2009, attached hereto as Composite Exhibit "B" and expressly incorporated herein by this reference; Bid Documents for Bid No. 09-03 issued by the City, dated October 14, 2009; Contractor's Bid Submittal, dated November 9, 2009; General Conditions, if any; Supplemental Terms and Conditions by the City, if any; and all Change Orders approved by the City after execution of this Agreement. These Contract Documents are hereby incorporated into this Contract by this reference. 3. ORDER OF PRECEDENCE - In case of any inconsistency in any of the documents bearing on the Agreement between the OWNER and the CONTRACTOR, the inconsistency shall be resolved by giving precedence in the following order: a. Agreement, Exhibits and Addenda; b. Contractor's Bid Submittal c. Change Orders d. Supplemental Terms and Conditions e. General Terms and Conditions Any inconsistency in the work description shall be clarified by the OWNER and performed by the CONTRACTOR. 4. AGREEMENT INTERPRETATION - At its discretion, during the course of the work, should any errors, ambiguities, or discrepancies be found in the Agreement or specifications, the OWNER, at its sole discretion, will interpret the intent of the Agreement and work descriptions and the CONTRACTOR hereby agrees to abide by the OWNER's interpretation f a ;, Page 2 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT and agrees to carry out the work in accordance with the decision of the OWNER. When the material, article, or equipment is designated by a brand name and more than one brand name is listed, it will be understood that the work is based on one brand name only. The CONTRACTOR will be responsible for all coordination necessary to accommodate the material, article, or equipment being provided without additional cost to the OWNER. A substitute material, article, or equipment is allowed if it is reasonably equivalent to the brand name specified. The OWNER has full discretion to decide whether a substitute is reasonably equivalent. CONTRACTOR must notify the OWNER prior to use of the substitute for a specified brand name and allow the OWNER to make a determination before CONTRACTOR uses the substitute. 5. CONTRACT TIME - The CONTRACTOR shall begin work no later than January 18, 2010 and shall be substantially complete (i.e. complete with only final punch list items remaining) 335 consecutive calendar days thereafter. CONTRACTOR shall fully complete the work within 365 consecutive calendar days from January 18, 2010. Extensions, if any, are authorized by OWNER, and may only be granted in writing. 6. LIQUIDATED DAMAGES - OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not substantially complete within the time specified in Paragraph 5 above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration preceding the actual loss suffered by OWNER if the Work is not substantially complete on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER $500.00 for each day that expires after the time specified in Paragraph 5 for final completion until the work is finally complete, and that OWNER has paid to CONTRACTOR the consideration of Ten ($10.00) Dollars as consideration for this provision. 7. CONTRACT PRICE, UNIT PRICE CONTRACT - The OWNER will pay the CONTRACTOR in current funds for the performance of the work, subject to additions and deductions by Change Order, the Total Contract Price of One Million Four Hundred Ninety Seven Thousand Six Hundred Seventy -Four and 05/100 Dollars (S1,497,674.05). Payments will be made to the CONTRACTOR for actual quantities installed on the basis of the Schedule of Unit Prices included as a part of the Bid, which shall be as fully a part of the Contract as if attached or repeated herein. 8. TERMINATION; DEFAULT BY CONTRACTOR AND OWNER'S REMEDIES - The OWNER reserves the right to revoke and terminate this Agreement and rescind all rights and privileges associated with this Agreement, without penalty, in the following circumstances, each of which shall represent a default and breach of this Agreement: a. CONTRACTOR defaults in the performance of any material covenant or condition of this Agreement and does not cure such other default within seven (7) calendar days after written notice from the OWNER specifying the default complained of, unless, however, the nature of the default is such that it cannot, in the exercise of reasonable diligence, be ti Page 3 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT remedied within seven (7) calendar days, in which case the CONTRACTOR shall have such time as is reasonably necessary to remedy the default, provided the CONTRACTOR promptly takes and diligently pursues such actions as are necessary therefore; or b. CONTRACTOR is adjudicated bankrupt or makes any assignment for the benefit of creditors or CONTRACTOR becomes insolvent, or is unable or unwilling to pay its debts; or - c. CONTRACTOR has acted negligently, as defined by general and applicable law, in performing the Work hereunder; or d. CONTRACTOR has committed any act of fraud upon the OWNER; or e. CONTRACTOR has made a material misrepresentation of fact to the OWNER while performing its obligations under this Agreement; or f. CONTRACTOR is experiencing a labor dispute, which threatens to have a substantial, adverse impact upon performance of this Agreement without prejudice to any other right, or remedy OWNER may have under this Agreement. Notwithstanding the aforementioned, in the event of a default by CONTRACTOR, the OWNER shall have the right to exercise any other remedy the OWNER may have by operation of law, without limitation, and without any further demand or notice. In the event of such termination, OWNER shall be liable only for the payment of all unpaid charges, determined in accordance with the provisions of this Agreement, for Work properly performed prior to the effective date of termination. 9. FORCE MAJEURE - Any delay or failure of either party in the performance of its required obligations hereunder shall be excused if and to the extent caused by acts of God; fire; flood; windstorm; explosion; riot; war; sabotage; strikes (except involving CONTRACTOR's labor force); extraordinary breakdown of or damage to OWNER's affiliates' generating plants, their equipment, or facilities; court injunction or order; federal and/or state law or regulation; order by any regulatory agency; or cause or causes beyond the reasonable control of the party affected; provided that prompt notice of such delay is given by such party to the other and each of the parties hereunto shall be diligent in attempting to remove such cause or causes. If any circumstance of Force Majeure remains in effect for 60 days, either party may terminate this Agreement. 10. SEVERABILITY - In the event any portion or part thereof of this Agreement is deemed invalid, against public policy, void, or otherwise unenforceable by a. court of law, the parties, at the sole discretion and option of the OWNER, shall negotiate an equitable adjustment in the affected provision of this Agreement. The validity and enforceability of the remaining parts of this Agreement shall otherwise be fully enforceable. 11. PROGRESS PAYMENTS - OWNER shall make progress payments on account of the contract price to CONTRACTOR, on the basis of application for payments submitted to the Page 4 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT OWNER or OWNER's Project Manager, by CONTRACTOR as .the work progresses, and in - accordance with the Contract Documents. Progress payments may be withheld if: a. Work is found defective and not remedied; b. Contractor does not make prompt and proper payments to subcontractors; c. Contractor does not make prompt and proper payments for labor, materials, or equipment furnished him; d. Another Contractor is damaged by an act for which Contractor is responsible; e. Claims or liens are filed on the job; (or(' N v� C/ der f. In the opinion of OWNER, Contractor's work is not progressing satisfactorily. 12. FINAL PAYMENT - OWNER shall withhold up to 10% of the Contract Price throughout the project in accordance with the Local Government Prompt Payment Act ("Act"). After 50% completion of the project, OWNER shall reduce to 5% the amount of the retainage withheld from each subsequent progress payment made to the CONTRACTOR unless the project is subject to Federal funding, in whole or in part, and the project is subject to laws and regulations contrary to the Act. The term "50% completion of the project" shall mean the point at which the OWNER has expended 50% of the total cost of the construction services purchased under this Agreement together with all costs associated with existing change orders and other additions or modifications to the constructions services provided for in this Agreement. After 50% completion, the Contractor may present to the OWNER a payment request for up to one-half of the retainage held by the OWNER. Owner shall promptly make payment to the CONTRACTOR unless the OWNER hasgrounds, under the Act, for withholding the payment of the retainage. The remaining retainage amount withheld shall be released with the Final Payment after the issuance of the Final Completion Certificate. OWNER shall make final payment to CONTRACTOR within 30 days after the work is fully and properly completed, if the contract has been fully and timely performed, but subject to the condition that final payment shall not be due until CONTRACTOR has delivered to OWNER a complete release of liens arising out the contract, or receipt releases of lien fully covering all labor, materials and equipment for which a lien could be filed, or in the alternative a bond satisfactory to OWNER indemnifying him against such claims. By making payments, OWNER does not waive claims including but not limited to those relating to: a. Faulty work appearing after substantial completion has been granted; b. Work that does not comply with the Contract Documents: Page 5 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT c. Outstanding claims of liens; or d. Failure of Contractor to comply with any special guarantees required by the Contract Documents. 13. DESIGNATION OF PROJECT MANAGER OR ARCHITECT OR LANDSCAPE ARCHITECT: DUTIES AND AUTHORITY - The duties and authority of the OWNER are as follows: a. General Administration of Contract. The primary function of the OWNER is to provide the general administration of the contract. In performance of these duties, Jeff Ratliff, Assistant Public Works Director, or his authorized representative, is the OWNER's Project Manager during the entire period of construction. The OWNER (CITY) may change the Project Manager during the term of this contract. b. Inspections, Opinions, and Progress Reports. The OWNER shall be kept familiar with the progress and quality of the work by CONTRACTOR and may make periodic visits to the work site. The OWNER will not be responsible for the means of construction, or for the sequences, methods, and procedures used therein, or for the CONTRACTOR's failure to perform the work in accordance with the Contract Documents. c. Access to Worksite for Inspections. The OWNER shall be given free access to the worksite at all times during work preparation and progress. The Project Manager is not obligated to make exhaustive or continuous on site inspections to perform his duties of checking and reporting on work progress, and any such inspections shall not waive Owner's claim regarding defective work by Contractor. d. Interpretation of Contract Documents: Decisions on Disputes. The OWNER will be the initial interpreter of the contract document requirements, and make decisions on claims and disputes between Contractor and Owner. e. Rejection and Stoppage of Work. The OWNER shall have authority to reject work which in its opinion does not conform to the Contract Documents, and in this connection may stop the work or a portion thereof, when necessary. f. Payment Certificates. The OWNER will determine the amounts owing to CONTRACTOR as the work progresses, based on CONTRACTOR's applications and OWNER's inspections and observations, and will issue certificates for progress payments and final payments in accordance with the terms of the Contract Documents. 14. PROGRESS MEETING — OWNER'S Project Manager may hold periodic progress meetings on a monthly basis, or more frequently if required by the OWNER, during the term of work entered into under this Agreement. CONTRACTOR's Project Manager and all other appropriate personnel shall attend such meetings as designated by the OWNER'S Project Manager. Page 6 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT 15. RESPONSIBILITIES OF CONTRACTOR - CONTRACTOR's duties and rights in connection with the project herein are as follows: a. Responsibility for Supervision and Construction. CONTRACTOR shall be solely responsible for all construction under this contract, including the techniques, sequences, procedures and means, for the coordination of all work. CONTRACTOR shall supervise and direct the work, and give it all attention necessary for such proper supervision and direction. b. Discipline and Employment. CONTRACTOR shall maintain at all times strict discipline among his employees, and he agrees not to employ for work on the project any person unfit or without sufficient skill to perform the job for which he was employed. c. Furnishing of Labor, Materials, etc. CONTRACTOR shall provide and pay for all labor, materials and equipment, including tools, construction equipment and machinery, utilities, including water, transportation, and all other facilities and work necessary for the proper completion of work on the project in accordance with the Contract Documents. d. Payment of Taxes: Procurement of Licenses and Permits. CONTRACTOR shall secure all licenses and permits necessary for proper completion of the work, paying the fees thereof. CONTRACTOR warrants that it (and subcontractors or tradesmen, if authorized in the Contract Documents) hold or will secure all trade or professional licenses required by law for CONTRACTOR to undertake the contract work. e. Written Guarantee. CONTRACTOR will provide written guarantee for work and materials for one (1) calendar year after acceptance by OWNER. 16. ASSIGNMENT - CONTRACTOR shall not assign or subcontract this Agreement, or any rights or any monies due or to become due hereunder without the prior, written consent of the OWNER. a. If upon receiving written approval from OWNER, any part of this Agreement is subcontracted by CONTRACTOR, CONTRACTOR shall be fully responsible to OWNER for all acts and/or omissions performed by the subcontractor as if no subcontract had been made. b. If OWNER determines that any subcontractor is not performing in accordance with this Agreement, OWNER shall so notify CONTRACTOR who shall take immediate steps to remedy the situation. c. If CONTRACTOR, prior to the commencement of any Work subcontracts any part of this Agreement by the subcontractor, CONTRACTOR shall require the subcontractor to provide OWNER and its affiliates with insurance coverage as set forth by the OWNER. 17. THIRD PARTY RIGHTS - Nothing in this Agreement shall be construed to give any rights or benefits to anyone other than OWNER and CONTRACTOR. Page 7 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT 18. PROHIBITION AGAINST CONTINGENT FEES - CONTRACTOR warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the CONTRACTOR, to solicit or secure this Agreement, and that it has not paid or agreed to pay any person, company, corporation, individual, or firm, other than a bona fide employee working solely for the CONTRACTOR, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. 19. NO JOINT VENTURE - Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties and neither party is authorized to, nor shall either party act toward third persons or the public in any manner which would indicate any such relationship with the other party. 20. INDEMNIFICATION — CONTRACTOR shall indemnify and hold harmless the City, its officers, employees, and city attorneys (individually and in' their official capacity, from liability, losses, damages, and costs, including, but not limited to, reasonable attomey's fees, to the extent caused by the negligence, recklessness or intentional wrongful misconduct of CONTRACTOR and persons employed or utilized by CONTRACTOR in the performance of this Agreement. The indemnification provided above shall obligate the CONTRACTOR to defend at its own expense or to provide for such defense, at the option of the OWNER, as the case may be, of any and all claims of liability and all suits and actions of every name and description that may be brought against the OWNER or its officers, employees, and city attorneys which may be covered by this indemnification. In all events the OWNER and its officers, employees, and city attorneys shall be permitted to choose legal counsel of its sole choice, the fees for which shall be reasonable and subject to and included with this indemnification provided herein. 21. SAFETY - CONTRACTOR shall be solely and absolutely responsible and assume all liability for the safety and supervision of its principals, employees, contractors, and agents while performing work provided hereunder. 22. CORPORATE REPRESENTATIONS BY CONTRACTOR - CONTRACTOR hereby represents and warrants to the OWNER the following: a. CONTRACTOR is duly registered and licensed to do business in the State of Florida and is in good standing under the laws of Florida, and is duly qualified and authorized to carry on the functions and operations set forth in this Agreement. b. The undersigned signatory for CONTRACTOR has the power, authority, and the legal right to enter into and perform the obligations set forth in this Agreement and all applicable exhibits thereto, and the execution, delivery, and performance hereof by CONTRACTOR has been duly authorized by the board of directors and/or president of CONTRACTOR. In support of said representation, CONTRACTOR agrees to provide a copy to the OWNER of a corporate certificate of good standing provided by the State of Florida prior to the execution of this Agreement. Page 8 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT c. CONTRACTOR is duly licensed under all local, state and federal laws to provide the work stated in Paragraph 1 herein. In support of said representation, CONTRACTOR agrees to provide a copy of all said licenses to the OWNER prior to the execution of this Agreement. 23. BOND - CONTRACTOR shall supply a materials, performance and payment bond(s) in form - approved by the OWNER's City Attorney and in accordance with Florida law and in an amount specified in the Contract Documents. 24. INSURANCE - During the term of this Agreement, CONTRACTOR shall be responsible for providing the types of insurance and limits of liability as set forth below. a. The CONTRACTOR shall maintain comprehensive general liability insurance in the minimum amount of $1,000,000 as the combined single limit for each occurrence to protect the CONTRACTOR from claims of property damages which may arise from any Work performed under this Agreement whether such Work are performed by the CONTRACTOR or by anyone directly employed by or contracting with the. CONTRACTOR. b. The CONTRACTOR shall maintain comprehensive automobile liability insurance in the minimum amount of $1,000,000 combined single limit bodily injury and minimum $1,000,000 property damage as the combined single limit for each occurrence to protect the CONTRACTOR from claims for damages for bodily injury, including wrongful death, as well as from claims from property damage, which may arise from the ownership, use, or maintenance of owned and non -owned automobiles, including rented automobiles whether such operations be by the CONTRACTOR or by anyone directly or indirectly employed by the CON TRACTOR c. The CONTRACTOR shall maintain, during the life of this Agreement, adequate Workers' Compensation Insurance in at least such amounts as are required by law and Employer's Liability Insurance in the minimum amount of $1,000,000 for all of its employees performing Work for the OWNER pursuant to this Agreement. Special Requirements. Current, valid insurance policies meeting the requirements herein identified shall be maintained during the term of this Agreement. A copy of a current Certificate of Insurance shall be provided to the OWNER by CONTRACTOR upon the Effective Date of this Contract which satisfies the insurance requirements of this Paragraph 24. Renewal certificates shall be sent to the OWNER 30 days prior to any expiration date. There shall also be a 30-day advance written notification to the OWNER in the event of cancellation or modification of any stipulated insurance coverage. The OWNER shall be an .additional named insured on all stipulated insurance policies as its interest may appear, from time to time, excluding worker's compensation and professional liability policies. Page 9 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT Independent Associates and Consultants. All independent contractors or agents employed by CONTRACTOR to 'perform any Work hereunder shall fully comply with the insurance provisions contained in these paragraphs for Paragraphs 21 and 24. 25. MEDIATION/VENUE - The parties agree that should any dispute arise between them regarding the terms or performance of this Agreement, both parties will participate in mediation. The parties agree to equally share -the cost of the mediator. Should the parties fail to resolve their differences through mediation, then any cause of action filed hereunder shall be filed in the Circuit or County Court for Brevard County, Florida. 26. GOVERNING LAW & VENUE - This Agreement is made and shall be interpreted, construed, governed, and enforced in accordance with the laws of the State of Florida. Venue for any state action or litigation shall be Brevard County, Florida. Venue for any federal action or litigation shall be Orlando, Florida. 27. ATTORNEY'S FEES - Should either party bring an action to enforce any of the terms of this Agreement, the prevailing party shall be entitled, to the extent permitted by law, to recover from the non -prevailing party the costs and expenses of such action including, but not limited to, reasonable attorney's fees, whether at settlement, trial or on appeal. 28. NOTICES - Any notice or approval under this Contract shall be sent, postage prepaid, to the applicable party at the address shown on the first page of this Contract. 29. WORK IS A PRIVATE UNDERTAKING - With regard to any and all Work performed hereunder, it is specifically understood and greed to by and between the parties hereto that the contractual relationship between the OWNER and CONTRACTOR is such that the CONTRACTOR is an independent contractor and not an agent of the OWNER. The CONTRACTOR, its contractors, partners, agents, and their employees are independent contractors and not employees of the OWNER. Nothing in this Agreement shall be interpreted to establish any relationship other than that of an independent contractor, between the OWNER, on one hand, and the CONTRACTOR, its contractors, partners, employees, or agents, during or after the performance of the Work under this Agreement. 30. DOCUMENTS - Public Records: It is hereby specifically agreed that any record, document, computerized information and program, audio or video tape, photograph, or other writing of the CONTRACTOR and its independent contractors and associates related, directly or indirectly, to this Agreement, may be deemed to be a Public Record whether in the possession or control of the OWNER or the CONTRACTOR. Said record, document, computerized information and program, audio or video tape, photograph, or other writing of the CONTRACTOR is subject to the provisions of Chapter 119, Florida Statutes, and may not be destroyed without the specific written approval of the OWNER'S City Manager. Upon request by the OWNER, the CONTRACTOR shall promptly supply copies of said public records to the OWNER. All books, cards, registers, receipts, documents, and other papers in connection with this Agreement shall at any and all reasonable times during the normal working hours of the CONTRACTOR be open and freely exhibited to the OWNER for the purpose of examination and/or audit. Page I RIDGEWOOD AVENUE IMPROVEMENTS PROJECT The CONTRACTOR acknowledges that the OWNER is a Florida municipal corporation and subject to the Florida Public Records Law. CONTRACTOR agrees that to the extent any document produced by CONTRACTOR under this Agreement constitutes a Public Record; CONTRACTOR shall comply with the Florida Public Records Law. 31. SOVEREIGN IMMUNITY - Notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the CITY'S right to sovereign immunity under section 76828, Florida Statutes, or other limitations imposed on the CITY'S potential liability under state or federal law As such, the CITY shall not be liable, under this Agreement for punitive damages or interest for the period before judgment. Further, the CITY shall not be liable for any claim or judgment, or portion thereof, to any one person for more than one hundred thousand dollars ($100,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of two hundred thousand dollars ($200,000.00). 32. HEADINGS - Paragraph headings are for the convenience of the parties only and are not to be construed as part of this Agreement. 33. INTEGRATION; MODIFICATION - The drafting, execution, and delivery of this Agreement by the Parties has been induced by no representations, statements, warranties, or agreements other than those expressed herein. This Agreement embodies the entire understanding of the parties, and there are no further or other agreements or understandings, written or oral, in effect between the parties relating to the subject matter hereof unless expressly referred to herein. Modifications of this Agreement shall only be made in writing signed by both parties. 34. WAIVER AND ELECTION OF REMEDIES - Waiver by either party of any terms, or provision of this Agreement shall not be considered a waiver of that term, condition, or provision in the future. No waiver, consent, or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of each party hereto. This Agreement may be executed in any number of counterparts, each of which when so executed and delivered shall be considered an original agreement; but such counterparts shall together constitute but one and the same instrument. 35. DRAFTING - OWNER and CONTRACTOR each represent that they have both shared equally in drafting this Agreement and no party shall be favored or disfavored regarding the interpretation of this Agreement in the event of a dispute between the parties. [EXECUTION PAGE FOLLOWS] Page 11 RIDGEWOOD AVENUE IMPROVEMENTS PROJECT Signed, Sealed and Delivered in the presence of: Witness: Priri4 Name: Z yak, Witness: Print Name:14 vy1 6ia,4' ell) Witness: N'tGkar Print 'Wame: j nQguR ,A Appersp, CONTRACTOR: Brewer Paving & Development, Inc., - a Florida corpor tion. Print N / `% f <Fe'-f3 tQ-Vt' Title: /� (' % etvt Date: /g OWNER: City of Cape Canaveral, a Florida;. 'cipal c. < a 'on. nnett ► '"er, City Manager Date: / $7o� Exhibit "A" SPECIAL PROVISIONS General 1. The Ridgewood Avenue Improvements project is proposed for three (3) basic work phases. These include: Phase I - This work will include all demolition work to the edges of the future 22 ft. roadway. Phase I includes pedways, reconstruction of driveways, sidewalks, limited lighting, signage, intersection color work, drainage structure modification, curbs, gutters, and supportive work within Ridgewood Avenue's rights of way following demolition activities. Phase II - is limited to intersection markings and striping, and milling of the proposed 22 foot Ridgeway Avenue roadway, supportive milling at intersection tie ins and repaving milled areas. This work is being performed under a Local Agency Program and has special requirements -in the supplied LAP documentation. Phase III - work will reflect the landscaping and irrigation of this project. Additional private work outside of Ridgewood Avenue's right of way will be required. This work will be the responsibility of the private property owner and in most cases will be of a corrective nature for illegal work within Ridgewood Avenue's rights of way. The Contractor may enter into a private agreement with the landowner, but all adjacent work, must first be approved by the City of Cape Canaveral's Public Works Department. Phase I 2. Due to the retrofit nature of this work, the Contractor will videotape the entire project area, prior to starting work. Special emphasis should be placed on those private properties in which significant demolition will occur near their property. Examples include retaining walls, pool fences, condo parking areas, major driveways, etc. which are in the City of Cape Canaveral's rights of way. The video tape will be approved by the City's Public Works department prior to start of construction. 3. Unless otherwise directed the asphaltic millings will be the property of the Contractor. Existing trees that are scheduled for demo will first be coordinated with the City on a project walk thru. Some trees will remain property of the City and replanted by the Contactor at Manatee Park, ahead of construction. Trees not scheduled for replanting will be removed by the Contractor along with other demo material such as sidewalk material, curbs, gutters, storm drain inlet box lids, etc. 4. Prior to construction there will be one (1) neighborhood construction workshop that will address proposed construction work and impacts. It is intended that the Contractor attend these workshop meetings and present the following: • A Maintenance of Traffic Plan (MOT) for the area. • coordination with driveways, sidewalks, mailboxes, etc. will also be discussed for the proposed construction • tentative construction schedules will also be given along with working hours. At these workshops the opportunity to provide corrective services for private work (i.e. outside of Ridgeway Avenue's right of way), will present itself to the Contractor. 5. At the pre -construction meeting for Ridgewood Avenue the Contractor shall coordinate schedules and work programs with the City of Cape Canaveral Fire and Police Departments. 6. All street signage that is relocated shall be immediately positioned to its new location to maintain safe traffic conditions. This is especially important fortraffic control signs such as stop signs. 7. The Contractor shall provide a qualified testing laboratory for work performed, with tests being performed per the plan specifications. Copies of all reports shall be given to the City of Cape Canaveral. 8. The Contractor shall establish a "Construction yard" within the City of Cape Canaveral for the duration of the project. The City staff will assist the Contractor for the establishment of this temporary site. 9. The Contractor shall be responsible for the maintenance of the drainage in the construction areas. Cost of this maintenance of drainage shall be included in the Mobilization pay item. 10. The Contractor shall include in the Mobilization pay item all costs associated with the local construction yard including but not limited to City permits, lease fees, etc. 11. Contractor will be responsible for maintaining the NPDES permit. The City will prepare this application and pay the permit fee. The Contractor will maintain the permit requirements. The Contractor will also be responsible for the SJRWMD permit conditions and those requirements submitted by utility companies. 12. The Contractor will be responsible for record drawings of the completed work by a registered Florida Surveyor. Record drawings must be submitted to the City in approved formats prior to final payment. 13. The Contractor will sod all disturbed areas that are not landscaped. The Contractor shall be responsible to maintain the final Sodding in order to promote mowing. 14. The one year warranty period for this project will begin upon final acceptance of this project by the City. 15. The. Contractor shall coordinate with the Cape Canaveral Post Office if mail boxes are to be taken down, causing disruption of mail services to residents. (This may happen during demolition, or sidewalk construction.) By setting up a mailbox schedule for replacement the Post Office will hold the mail accordingly. Phase II 16. The Phase II milling and resurfacing of Ridgewood Avenue will be part of a Local Agency Program (LAP) and this work will require attention to the documentation in the bid package. An example of these special criteria is that this work will be performed under the Bacon - Davis Act. 17. The Maintenance of Traffic will be extremely important during this Phase of the work. With deeper milling of 3-1/2 inches, pavement edge drop-offs must be kept to FDOT standards which allow 1 inch. 18. Pavement striping and marking will be performed under Phase II. SPECIFICATIONS (Contractor to use FDOT Big 4 LAP specifications unless otherwise noted in plans) RIDGEWOOD AVENUE IMPROVEMENTS PHASE I CAPE CANAVERAL PROJECT LOCATION C6.1 C-1 C-7 C-S C-4 C-D INDEX OF DRAWING,: S HEET TITLE COVER SHEET F DRAWING INDEX CML GENERAL NOTES FHAOE I DEMOLITION PLAN SHEET I PHASE 1 DEMOLITION PLAN SHEET 2 P HASE I DEMOLITION PLAN SHEET D PHASEI DEMOLITION PLAN SHEET 4 4 S 6 C-6 co C-0 C-9 PHASE !DEMOLITION PLAN SHEET PH46E I DEMOLITIR4 PLAN SHEET 6 PHASE I SITE PLAN SHEET I PHASE 1 OI1E PLAN SHEET 2 T 5 10 C.I0 PNABE 1 61TE PLAN SHEET D II C-II PHASE 1 B11E PLAN SHEET 4 R C-17 PHASE I SITE PLAN SHEET 1) c-U 0-14 PHASE 1 SITE PLAN SHEET 6 TYPICAL 08006 SECTIONS 14 M CAS C.I6 c-n CONDIATCTION DETAILS I MAINTENANCE Cr TRAFFIC AND LIGHTING DETAILS EROSION CONTROL 16 n 13 IJTILMES LOCATION MAP SITE PLAN WASTEWATER CRY OF CAPE CANAVERAL 601 THURM BOULEVARD CAPE CANAVERAL FLORIDA 32920-0326 (321) 868-1240 (3A8 CRY CAS COMPANY OF FLORIDA 4180 SOUTH U.S. HIGHWAY 1 ROC DACE. FL 52955 (3210 632-1734 ELECTRIC FLORIDA POWER AND LIGHT COMPANY 7901 ELUS ROAD MELDOURNE FLORIDA 32904 (32f) 726-4820 CONTACT: DAVE LEDEIU WATE3I CRY OF COCOA UVUIIES 600 SCHOOL STREET COCOA. FLORIDA 52922 (321) 639-767I CONTACT MR. GRL WTAIEE JR., P.E. CABLE BRIGHT HOUSE 720 SOLIDI MAGNOLIA AVENUE MELBOURNE, FLORIDA 32935 (321) 254-3300 CONTACT: MR. MINE ISOM TELEPHONE BELLSOUTH COMMUNICATIONS 712 FLORIDA AVENUE (COCOAS FLORIDA 32922 CONTACT:I MR. SSTEEVE 0ERGHANE SUNSHINE STATE ONE -CALL OF FLORIDA. INC. UNDERGROUND UIILIRES NOTIFICATION CETIIER (non) 4.12-4770 MCI AVM 11111111 1111I1V 1111111 1111111 II IIIII 1 i� mmmmmmn it 11 I 1 II ®®' 11® MUSI II II II 1 11111111 11111111 �r.a 11`5B!� 4h'f 1RIIT (�1N' lebal 11�!I Mil IIIIll IA/® IIIIll®1GI®IIIIIIWN EY III'. IIIIIYew Illli C Off 'IIIII II®IIIIIIIITAW ! it ^^ 11YI( II 1 r� LY�J I- II II 1141 pp1 111 rWLI IIIIJ WN/ 11111 17W 1111_ IIIII' 11111111 1111111 11 I.III I IIIII 11 . 111111 11111111 111111 BITE ,BRIIAL 00%EVAl0 WAIO■ TONAYERE 01VWTAVUIL' GE ERALSTAEBERAL n®fEIL : THE PHASE 1 PORTION OF THE RIDGEWOOD AVENUE IMPROVEMENT PROJECT INVDLA'S THE DEMOLITION AND CONSTRUCTION WITHIN n2E AREAS LOCATED BETWEEN DIE RIGHT-OF-WAY AND THE EDGE OF PAVEMENT. THIS WORN INCLUDES THE DEMOLITION OF THE CONCRETE CURBING. SIDEWALKS. AND DRIVEWAY APRONS. THE CONSTRUCTION WILL INCLUDE WE RELOCATED CURVING, CONNECTING THE DRIVEWAYS OACK TO THE NEW EDGE OF PAVEMENT. AND A 5'-0. CONCRETE SIDEWALK ON THE EAST 510E AND AN 0' ASPHALT PEDWAY ON THE WEST SIDE ADDITIONAL ATTENTION WILL INVOLVE THE REMOVAL AND RELOCATION OF THE VARIOUS STRUCTURES CURRENTLY LOCATED WITHN THIS AREA ADD. REV.1. 10-00.00 A 44DI2 8014i0.30 _C9 M ISH.e.n.. 0.091 W012 MAY: q/G a.Y.l . Io RIDGEWOOD AVENUE IMPROVEMENTS PHASEI COVER MEET 1 GENERAL NOTES DET9MTIONS 1 TIR WAND TMm1' NIAL MGM Orr Cr CAPE DYV0NL 2 TR TIM. ' 00400 OF 00010 OWL RUM 10 SIOIIIDI mM0 01 ASSOSA0M. GENERAL AL NOTES I ALL 50N000 11 NEINVO401011r Onc PROJEC1 P00010iunw(. mcMi702 COMONUOOrr DM RODEO 01321.11E Or 1101132m01rox SDNNTO 91LM0AMMM run 410.E MO MOLE mmMxwx (rmp. a All. (ILVAT015 IDIOM M TIM CO115T111A'101 0142403 MC DA1m ON TR NATIONAL CCO1D1AL 1V0TICA. DAMN Or ION (11.0.Y.0.). MILLSS 001100111 N0n3L 3 Dm1A1Arr 02013T01 O101111 ON TOM OMAMIN03 WM 0021101 FOR IOC N 221.2A1NT 40 DwR 113 OL PCOM . AS0purr OrOrOr n41 P12iN1oamwMrx COMER O CONSTRUCTION Or TIC 00Rmr. 0 15 MC 1.0712 5 0 Or nc 03(0020n TO NUR 10 0M 00791W1.1311 M M ALL 511050011L'C mrmn100. A TIC 0000SAL Or 05M51 LV01014 Dt W3OPALS MAIL 0(1N( NmON90N7Y Or TIC CON11Y0r0n. AMMAN. 0r CC.PC.1 St. 9WL DC UmMlm MOW TUC MD. mom TO 0101401. ALL am MAMMAL 0 TIC POSER! O DC 6 All CT.. I7RL'L Dm9L MOTE. TIC 3. WIIIM TIC tbM7Me7Orl Mum ARC M DC 111110,10 AID CLOT= NO 01130PN0 IROLSS 012102L OUTCROP. PLOD. ...HOT CONED TO 1102712715 TRIM TOM NOT 2 Wm( nmmun. 0r CMIM=T00 51431 01 ROAMED mom WARNS NO 0M000I0 PAY 119. a SOD ALL 01011510133 ARIAS DRESS ODOM= Artmm. 500 SHALL WAI01 COO. 11r'c ROD 1T150 M001015E MCC = m TIC 04014 7 TIC mx/n1CTDn SOU PERFORM IRS TAM N Au0OT0UC( W111I RECROM R0 Or nR VN00m P.M NCURD0 N MC Oro OFLORO 01a. 11NC0001n0 CM0R03 mwt 0C LOCO AT LOCATION, Df90NNm N DR 111N0 110/m DI510012 0r rim 0.11371. n TM WOaW119 SIMNr1 . TIIec MANI= mnmM010 TOO MD MGIMN O Urmmc4Mma MCI 006M 11MRT6 0 CASIO ON AVA0MI1 RCM. NO SUM. MI a NOT OLLIANIQU TO 0C M2mAT0 On ILL MIME 11R *0RKmR DOLL WNC 105 0111 ODm0WMN AS TO ITS TOR NIO MDAIION 6 LOILM0 M WY DC Nm9.Nn 10 200 DMACE 11E00 N10 IS 1OP019TR TOT 0001101110111 WANT 0L1.0CMCN Ynl PROJECT CO2111UC111.. MOON TO 010M1a DITADIMC SNMMU0C1, TIC CO2M00 SILL (CTD4UYR 0 Dew CORMD01r. Nr0RWON ON 071113C15 0 TO 171: 310070E TO TIC ENCINISSI Al SOON M POS,IOL MM 0120mrc TOR PTSOLUTIO3 O ME2 110011 SOL. 1101111 AU.UMW CDYPN00 A NOWAY 00 TWO WORM 1/11011 TO EXCAVATOR IY AIL 1.17/2.101E - IN'C ANON OOLL. DC FNLSO IAT11 NOR -MO. MOW. C01172 Wml M 271001c WOO C*A010, NO 2AP11111 111111 A 1LLTm r310 WTTRUI. 11 ALL (P)00.1) 0 AIN YOINYENR MMMI ON M *104 m r0xa 1WL OC 01011 VNM[UD IOSC Dmm N Pn01M5m rN1YExr DIAL R MmRnRI Mm1 A (007 IRON VALVE Oa0 12 ANY use NO 0s NOME. WM. TIC WAITS 6 m(a7T0ICMN 9WL DC PAO)CTm. 0 N NA1cm Or IMAM TIC COMA= Sou rams DE MUM 01MNm1. MD TRAP MWL NCTOT1 STATC COMM MASON. n0u01: TA11011 3000 COL IInALm IDIILLVNM, 5U.300 (004) 4e0-2122 13 PLO... COmw TITAN TIC uy09 Or m1610001 2141 R 110101121. r A COICn 0Oxw00 Is N OINDm Or O0NO Of11OITO OR 12510111101. TIC CONIRALYC1 WALL MDiln TR P11Wmr MM. AND TIC CCM. SURVEYOR. Wm10m DUA1, m MCMaNE WIT: M7T0Ac10 DULL PROVIDE WMTI . FOLLOW m WNflMAIIDN A1111RN NO 11.E Or 11201IDNC NOMDTaII IA CRC CONDUCTOR SNAIL 0c 1122150WL M 11090* Au 0A30101 NO 11Mm TO 15m0001 -nM M0Oc101.0M. MC DUAL YSSO TIC OIL MMOR TO MOTO 10 15 m( 0r1TYM01 9WL ROC AVA1A*0 AT ORE A00 SOL AT AL 7100, 0R COPY Or TIC COMA. 2.12111 INCLUDING PLws, Sr(Cm0W10I0, AND NO 9'CMLL MVO.. NO CO. 6 ANT 00201 .xm01T0N Ttnm=a Id IVIY 017rn0110172 . TIE 0M00M0 MALL R ROWR TIT DC ATT0Om. Or DC MOM. 00 1.0110 POOR. TO 00201010 TOM MO RED 01.0 m DLVIA7IO2 FT01 0.011 DOLL oC Ott 2010U0 l'000 APPROVAL OF TIC 01011.1 w T0101 12 CRC CONTW/1011 MOLL R 171701.51011 M 0021LL 2000. 21*10 1.1 P00075 MD 00.5 FR. 10 030111200 RI AL 217O201 01720 CO 0130 N104049 APR OOP. 17.1102.101CN3 ONLY Ala MONO NCR R OWL. ID MC COMIELRO0 MOIL OWE TIC SIR I0 MR ELEVATIONS INOCY( ON ITC PUNS Mal SIWL REVA K 11MNOUI9 MITE MIM otg01 Aim MDR M0IAL UM A CRASS STAND 15 WELL 20A0r110. 20 PC042.1311 TOOMMIT A PRO-mlm0CT01 V0. 30W00 CDSTMO COMMONS IMMO RIOUTIONCRTIL 21 NO 011.1M or VEO(TAn9 TILL R A31O10 N 1n00-O-A1, u10ERs, 211001 0100 On 01 P . PRECONSTRUOTION RESPONSIBILITIES 1 PROM TIE n(2D'1 6 TIC 'NOCE 113 P1122T0'. TIC CONnlumn DWL CONTACT RR 0MI1I01 Or 116.1AP 0 O /TRANICE A PRCOYSIMCIION C.TOIO4M 10 NCAm( AIL ONO. DOm0019aL A011Ma IRV1T1 01110315, TIC 00101 MO TIC 0101111321 O =ORE. a nrc 0OTMc10n 9WL Oman A SUNSTNC COR3MAI41x 709007 a I1MT le 11am5 rMD5 TD 000E*a ANY rsMVAMMI, 0Y1 1-e00-A32-m0. 3 ALL UTILITY CASIME O 10 C 200M PMUN TO CONSTRUCTION (r RMU1M). INSPECTIONS 1 morwool or REMIT poOn TO Ka CONSIMIC1CO2WlmtN 2. NO DISOI TO TR go, No.RN'E1 911M Or TIC /011001NO DImV.E MMCA LLI 1. M(ARNO M0 11110(0 2 SRA. 0ANOCE SYST. l A911�C 051On C COQUINAOA2 a 2(AL SHOP DRAWINGS MOOR Tn CmF 0DRn01 . NS1ALD. 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TIE 1006-RE11NO 910t0 OCCUR NTUI mfDNO MO DEER SIWN1 O A 0019R CWI1NANf TO PO POMMY 6 TR STANDARD 000101 (ASH 0-e00) uwwu Mr 029n PAW(PN1 A 00'11I Of 2 MT N CRC 0001YIa MD YUOT DC AMMO MTlum nrc 01RM'm GRouxu I2m1ACL MOIR0OL PASSES AND/. 0LV1 CRAVAT. MO IR.0PAOT9 WY DC MEMO Ir TICS mxuW 0991T 1401.111005 AR NOT 211.10. Da SOIL 11O511.12 910U2 2 AD1151113 AS 1655311. OROIIO CMI'A000L C TILL YARIOIL AND COUPA.. 1 50113011U1. DLL 511000 MOOT OT 0101101!(C NON-fUS0C GRAMOnNM .1.5 CONON O 055 RIM 100 (01 00011) O 00001E PAM. TIC NCO 0L7L mSW �( ODECO.. SMIT ANC wm NO SWIRL5. Y n SATO u( 01130 11, 511. TO 0C ACM O NIS /OR U2 AS STRUCTURAL TO. 13 .0NG NM RM UM NOT m 1 61 TVIL1T OILS on (10) IMMO N n7r0nl4./.2 CO2A0100 m A YNIAY OD9n O Cr 001 O nR STNIOARO MOOT. (ARry 0-6M)MA D elm COMA..(.MIDIT 0 U20 CRC LITT PROM. 50012 TIE CEO TO 0 Mons 0 nR DICAVAnm (1110/9 MOW TIC GROOM WATT OWL. nrc 0CAV0nm 9112310 DC DOATMm OM 10 02211010 nR U(TIAIM11I0 7007*R. MOULD DC A W(I1PMD Evan. AND MOULD CPC . CONDIMOUSLI Ent TIC TOL nM COT 1:01000 TO AT 11AST Oro (21 OCT MOVE TIE M.N. GROOM A1m LENS. PRIOR 1111101.7010 MWMDm 11131C1O11A0K SMMSS O nR nL MATERIALS TO R U9D. A5 TOL A0MA[M' ITAM1( OWW1 CONTACT/COI ,w*O MissP.TIOO 1OL1121 MA T*340 OL 00AU1Y A1SmM¢ 1 A 11130191TAIM NMWI 6 N-MAIR f100 001977 1f=15 E403113 R P(1001.0 N DR COO/TIM 01090 SOLO AIM RT DOI r ION 6 TILL uA EC. AAOMVM. AT I1ASN) 1On0Mil0n 0311200, 00 74Tm0ml 0Arm 000 200 FUT 6 W 1AClm E05.0 DEL 90000L NM IA01 MR 6 2,11110.0 A L 2 MT MCP 20100111.7 �Av� I5n 1111.01i0 r� R110.0 51)011 �TO mu ma rn21ALLit'OIO INTO TIC f3DAVAn.s AIL ANvo011 021A STAND., AND R0AA1012 MOULD DE AMMO TO rm TIC 5Altn 6 P0U.CCT Cm1MC10 POLL 010140 MGT rm 9iou 19 COOLY1/101 Ali U511vn1n SPA 1. ACT. iocmr3Art0 INTO DIE MAID 11(Y5 ON ORE OD TONS M914 DRAINAGE INSTALLATION ALL ROA:OR® COMMIX MSC MAIL OE TOOT CLASS I (CANE= 001(nM2 NOTM 0OT1Ae a1.� N0IWID N ARMIO0M Mnl TIC YNMACIUI1m9 URSf PVC MAIL R RAOD m A YROWU O n' SIAIAL MANIA. UN(MN. rm( 6 000E MOAT. AYD T0IT) MODEM 7GRUA100 A1O CO1TMCT0 TO A UN11m4 MAR 1N0 urn: OAIw1L MAMMALS .ALL 0c WELL 0MM OIAM Al YAmOA*. W11L TM1M N LAMT/M NOT M Oman a IMMO 10 A IEMR 6 12 D OIS MOLL PPE AS DOM 0M CRC PLANS MIDVWC A mMUOU MORCI A .WTI 10111 NOBS 012 SM S. 2W(tl AVOID NaNANO AVOID m OSART 05.0 ITTIMAY1 COTISIr1U011gM wo0S3 OURND CaMstRUCnnN. PAVING • CD(mAL 1 A11 0090 D AWN.L CUT m DANA= Or 2m501.10004. MALL DC NINOtt. 110m020 AT 11R CITIMACTMS DOC. a TII001 MY 1T002R PATARNT 0 10 0C D.N(CIr M CM0INU PASfA(NL TIC (a5TN1 RICO 6 P111d*f 91NL 0C 5AN CUT. 3 11A2 COURSE SMALL Cr COMM U1200 On COQUINA N ACCORD/MC TIm MM.MI 0OF1. TIMTAIL. 00 MAMA. 9t0MA0001M ROM MO 011OM A A91UA.T DOAIz1 ANAL TIE 0mC DPOPAVC 201WL11C CONCRETE IN ACC09AN2 Mnl 2011013 134 6 CRC TOOT VANTATO .1111un0a 2007 r011m, 1KKa1011100 c StanM m TIC Own n 00.111011 I MUCTIADC TGR r((YAY PAID ADDS MAIL 0C A MOWN 12 NMIM n0a P. a 111E L1 .111 CCoi59Mn)(I00 11 o*11. 01 A COMPACT. 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COISTRUC1UN (AND Ov0E MACHO A911ALT PALO.I) TIC 0Im0CT01 OWL NDM91 TR 2I0040 6 RECORD 'M-ouo,r RAM MT TI['i 0I10AO1005. 91*210 TIC LOCATION-, NO nAM01T CRAMS O ALL ORAMAM NStNLA0M9 AND TR ON192 ODCN .ORS 0 TIC ROM CROWN MM MCCO 6 PAV(YCNT AT 20 MOT 00TVAL. 3 m. OWMCT. 6 oms. CTWN. ANT moo 10 (LNAL 7AT.00 nR CMTRM0m OWL DOUR TT TIC 0EN1701 Of Rm3110 AND TO 00 0MN01 DOM INC COMER MT Cr A31'2-outr C01mACT ORATIM05 0M 01412 AND NnNI. TR2 ORMAN= (TALL Rc YMNID TT MOW 'A3-RPLr C0M 1511.11. DIN S, DNMN N01 0a0, LOCATIONS CTVAT0 Cr ALL IWOYVEWCNTS. TIC .AS -DUMP OANNITI MALL DC 001(0 N. 2AIm nY A IMO WORT. R0010S0 N MR STAR 6 (LOMDA RIDG WOOD AVE CONSTRUCTION NOTES (2T0RN KOMI rM All I0.1442- 1. PMGR M SfAN1 6 Cm5T1MP0 C.171110 9WL Afi(NO A .11O DOM° Of T O ALO Tm Ott STAIT TD nM[W TR C.mACT OOLwEIm A10 MIA9N0 6 110nit AI.O 1®ltAWm AK 1103 PRO.[CT 000160 N TR FOLLOW° TA3 a. PHASE I - 151112CW000 AEI RI. M ANI TO CENTRAL MC - ALL PROPD;m WON TInm TIM MOMIIDCO Alt MORS O MAY AS 511010 . MC C. 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ON sncrr r; LICIRMIC RIMIRA't 7:Rkx " ---Reareiern ft 77131171 31/.31 3.00 MAllft• el ort,:•31 OCA1C1I.O7 POW or VOTTUCIVI 1•I.20 OfraT 70.07 R row Or Mr1011101 ST, Ifi•Mel OMIT; MOO R POINT Or ORMStrIZN STA: le.ap.s? 0111111 ULM R 17. Pour or on ,nm srk 37,eam norm: kta n MOW or morarom ..... I ADD. REY. 10-76- 03- 0.7i r•r: 31403113313133 ere, CO 0•10.1t• 01 1-15-M 113001 11•••1140.•••••••••• RIDGEWOOD AVENUE IMPROVEMENTS PHASE I ••••11; TYPICAL CI10138 EIECTION3 1.1:112i 0.1 •••••• • 01: • 1 // 00000000 00000 oo 00000 o oolloao0 (^") 0 01 0000/ o,o 00Yr MINN STU. "14cor,4,„.. 0 30 TEC WITT MEWL PLAN VIEW VVVVIO Ulna 2141133 WPM MOM PUT V let MOT CCP ceeMYSIINT (MI In Of CO= art rrome vomxa (Armco 041 TRUNCATED DOME =Tx( 0ZI69 61.1311! IS MI. IS Mt 0.0,A RAIT, TUN TAX SLOPE 12,1 TN Awe TTI) IINCTIXE WARM SIMMS .110.33 MOW, WWII /-24. Ira /Inn Me 111 anal 17111113,TISI IV. RID ; 4 rxrilvarAcniTCO OCILLIAIIIEVII1114.1 sons.. II4ILS l01111111111A1.000.03 nrreiliccumntlI SWUM. me: OA. 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DETAIL A FxsTiNa MANHOLE WITH PROPOSED CLOSED FLUME DETAIL /4ES. — PEDWAY DETAIL, nffirg- a It MN • PICTS 111/11/1013• MIMS •000 latV NOM VOA1170• '''''''"W'"))Ror MRS ame est 11,11•It =OK 1140r VW Of 1:010111.10 mu! 1141f TWINY DOM. Pfer (Tavcr Ton,T,r O•flt0013. 3,34:13 10,117/1 111V130 3111000. r Avner pc.rr malt slai.et71.,Z04/43, nifIr CLED FLUME TypsF,iy., PLAN VIEW our Y.) 2.401)4 OVI0II5044 700 OW V/ 4,10= V/ T rimenr, "'If! "awned. ,‘ ; ;' 001,0-01.4:11. Miff P(11101IRD r0 AllS64130173 141, N•3 130210 al. rail. pvc CAP DETAIL SCALD I/I.. 1.0' vow SECTION A Isranufsw ITTx. ..... or cp.. rw/r4T,,, ars4— s.I 4r „NEMIN 1.11/1 LOC e PTIVIIVIAL NEU eenTke C forgwv.r4) ff.„. .44 PM MVO OW UM TX D. — t) 71411.7.1:27=*- IMO= er 1&77WPiTiW "."; • • .... 001003107..$ (.131.? k „TAIT; ,^ • _ \ NtalArtrwmzrz Or Vire ewnorki e 11.1s. CLOSED FLUME DETAIL MLA 910111111SIKARASSOMIES f.-0,7:4:7-I.17;7131 01400100V.5.25:135- r3-It00. REV. 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M Leap N a.nMrR. a., r!n I.. fur err.r.'i srrrr r'Ya.r= w rlmr ...... pwwo N. ,. a.......N..✓...w ...r.w". r ... '.lie.. 111. ✓. p.l a t... IiiW warr sit ...�12.116 v /m6,.-nn a aAh w..w.,. r era. .M wh".lwaµt ["'ib'A'a.N.'w•r ifFpmn earrr , "'p:.u. ...n.l..b. row..., w ....wr n. a .'a."v .^a wes'°a`,...,""..«."' I'n""pa"".."'"' IL" '.."a. e. a..•n+ Aaue ... ream. W. w-.l...w,. r. Lw"r .a Orr or .h" re.. "".ear. .w p.... Co., "p.w.. 1- v�wYi �r lie si (irlr nw...A rivriFm.. py.r ..A. xl"mi FLOATING R TURBIDITY BARRIERS 451 — 1 ow. t.,"r r,., I let 1 I m^w nemy re. le ,. w I •,rmreenb r".M w... 0.1. ember. rowel••w.rs..1« mw.rw. TURBIDITY BARRIER APPLICATIONS iIl STARED TURBIDITY BARRIER �r.w. b ,".• ,nw..r na wN 1„ e111? ph w f . .weld .• w r= Milinri.P1411 el.e. Ob.. by TURBID TY EINISTER DETAIL mp-.fir•. o I I �1—«-1a ,w rn". ,✓", a t �� II 1WI fv.) 5 ten,. ra.v �I r _ s- — `_1'^'— —II— —` —11 ELEVATION SECTION x.1^ sll r..w. 1. . . . [.n..., ✓.n 31 1. S1na Pl row.. 111} p n u. . TYPE III rSILT FENCE rear. Mr .r.1..1v pa" ".... �..... ..k00.)1..) PARTIAL INLET she. - COMPLETED INLET m1n DITCII BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES SILT FENCE DETAILS a111RA1 1101E5 J�im1• A Or Ir fee. 0me .1: Geneve. r o° 0. . rot. d ma 5p., pa". Itow Only SYNTHETIC DALES a BACKED BY FENCE DWI III DITCH INSTALLATIONS AT DRAINAGE STRUCTURES 'I Tgar V.ID-70..C9 ADD. 00Y. io_T0.Se ,....� ' f.. wr M. )-lsa i 111.31 RIDGEWOOD AVENUE IMPROVEMENTS PHASE SIOGIDN EDNTROI. RIDGEWOOD AVENUE IMPROVEMENTS PHASE II CAPE CANAVERAL FPN = 426303-1-58-01 FAN = ARRA-238-B PROJECT LOCATION INDEX OF DRAWINGS MARK SHEET TITLE PUG. C6.1 COVER SHEET 1 DRAWING MBE% CIVIL C-I C-2 C-3 GENERAL NOTEA 2 FMA9E II SITE PLAN SHEET PHASE II SITE PLAN SWEET 4 C-4 PNABE II BITE FLAN SHEET 3 5• C-B C-6 PHASE II BITE PLAN SHEET 4 PHASE II BITE PLAN SHEET 6 C-T C-E PHASE II SIZE PLAN SHEET 6 C•O C-10 PHASE II CONSTRUCTION DETAILS IVIMTENANCE OF 70421C EROOION CONTROL b II UTILMES LOCATION MAP SITE PLAN WASTEWATER CRY OF CAPE CANAVERAL 601 THURM BOULEVARD CAPE CANAVERAL. FLORIDA 32920-0326 (321) 868-1240 CRY GAS COMPANY OF FLORIDA 4160 50UR1 U.S. HIGHWAY 1 IROCK1{LEDGE, FL 32955 (321) 032-1734 FLORIDA DDA POWER AND LIGHT COMPANY 780t ELUS ROAD MEL60URNE FLORIDA 32904 (321) 726-4626 CONTACT: DAVE LEBEAU WATER • CRY OF COCOA URURES 600 SCHOOL STREET CcOCOA FLORIDA 32922 (J2 t) 639-7671 MALT: MR. CA RL LARADEE JR.. P.E. CABLE OR161T HOUSE 720 50UR1 MAGNOLIA AVENUE MEL60URNE FLORIDA 329.15 (3217 254-3300 CONTACT: MR. MIKE ISOM TELEPHONE 0EF350UTH COMMUNICADONS 712 FLORIDA AVENUE (COCO)A FLORIDA // 690-2070 I32922 CONTACT:363 iMR. DSTEVE DERGHANE SUNSHINE STATE ONE -CALL OF FLORIDA. INC. UNDERGROUND UTILITIES NOTIFICATION CENTER (MOO) 432-4770 3 A8s ■R ,Rt!f°Ga� ��sAs. o511!1.11C 1�/i{Vi ^. 1°Illp, . 0�►,q ww W CENMiAL DOIhEVAID GRANTAVBME • SINCE OILS PAVING PROJECT IS FUNDED WITH FEDERAL STIMULUS ANDS, TIE CONTRACTOR WEL PROVIDE All DOCUIIENTAIION REQUIRED 0Y TIE DOT TO MEET THE FEDERAL GOVERNMENT REQUIREMENTS. SEE FOOT DISTRICT FIVE CONSTRUCTION CONTRACT COMPLIANCE FOR LOCAL AGENCY PROGRAM (LAP) PROJECTS, MTN RESOURCES, JUNE 2009. F.FNFRAI _5A7FMED TIE PRASE 0 PORTION OF THE RIDGEWOOD AVENUE IMPROVEMENT PROJECT INVOLVES A ii• LOLLING OF THE DUSTING ASPHALT ROADWAY. A SUBSEQUENT 2" LIFT YALL BE INSTALLED OF A 12.5 SUPER PAVE ASPHALT, FOLLOWED BY AN A001FIOIV4L 11S• LIFT OF 12.5 FRICOON COURSE ASPINLL 17I15 PHASE OF THE PROJECT MUST MEET DAMS BACON REQUIREMENTS IN ORDER TO 8E APPLICABLE FOR *TAP. FUNDING. ALL CONSTRICTION DURING THIS PHASE WILL 0E IN COMPLIANCE WITH 00T CONSTRUCTION STANDARDS. 1-ADP. 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PAYMENT TIE 01 • arm PAYMENT 0001M A R6Ln1ACINO AT MmMG RADIUS DETAILS QVV TIPS A1Qf TOO AaornoN 1 N11A"A PIN Ar NM UMW LOGATIPG • MOM CP AMIUIT AOl VANE ON MISECIWO STMTS. "'"AliAE FSd0 71iillagdal Ili. MUM MO PCX4110.050 % lC Va STRUT ITT A(CTNO s nuNVTrcrlu AREA I .if• ,mnt NOVA C[IT1 '0 It PC 0..e AM 5X NOUS As1IA�A11Am1(APdmc MA CI WAS IS DT90NA IN A Pc1 nc ADCOM PAY911011 WNW Q Y9'ITA QEVa Of 7ARIC Is Dp01A= AS'A' PM MS MOOR[ PAMPA IN1NH) SO set Daont o A97U11 O OS MIND OM PROPOSED ROADWAY BECIION MTS. 10110 MO RESURSU C VI/ OS. m Pa MAP m ISMUCTAI r CUM NEWLY •CCW1O E. 7O[ carom del MAKI. MONO et MSC POI SITES MIMI NSAN1)D rE' SWUM sw-wx Pm ert0T max 06.0LID A' SP ICA PHASE A TYPICAL PAVEMENT MLUED •1' RESURFACED AT WIDENED RADIUS NTS MDR NM P AI at rlC N.11frASP ISAa AIIX TDr • ara, SIII0 II MILMO3 AIN • .ii• mom CAI PoOCOm00 Ate N E' ar ,LD In IDum N0 AuONIRr ARW. SQ Eel UM R SIM) • Or re 0a VP SINK RE COMMIT LOOT AIR10 S S CONNEC1010 S771701 (SEC DENn ON MS M' IRUR0ACAO VSAO re Pa (S¢ DUAL ON INS VICO ]- 01011rASA USA SP 135 (MC n[wt ON ors 9Ri) TY ROmNIr 111pn1 SECTICSON C N Or 101RA ANC 06WCACAO N/IC Pa 01R CNPISLA C Sm4T 1114B115iY M1u •I ADD. REV_IO•IO-A9 7 ADD. REV. 10-3D•D9 .i1•• m-mlt WWtAC •/A ••••yry MI A••n1M Rw. 1.15-0I o mpAU1 • RIDGEWOOD AVENUE IMPROVEMENTS PHASE II CONEIMUCEN DETALB I PHAI E 1 D..Io I Ot r-Y No. ololo IWC r_p� tM.N /•1a.m prul g. IXV 196 also No llor .a Synp :. `` Nu Ka tym B Da.w Woo( .,IT. p 6 Ye*. LI TX Cool. M/ C»a T. bu p.» Dna (z pl M TA.. Tr/mM b WIM Pm/. Dm f3' I» Cm» 6 iNae Yv.n 6 DUM 6 Drvm. �I W Cmlr. In I.a ]Yl TXr.aDr romp Ir TA.. 6 TA• Dmk.d•. r»a. 6 Dn.nL b Vr6a Mm 6 Twa. Yrlr. +I EB' Cnl.. fuN a bun 11T100 Cml� m.» p VAW PnN GENERAL ).1a MIM..M=41; • rooms Ip.. /•. .s I. .eula.f Or ▪ +�MMti.ol m.o.»111»Yw. 6. • .lier pots .D np .-•Map op {I.•T"•N� STROLLS p WAtsw 0 n.o .,d T .IYOr / 6ep. $°C:u1J°I)m766o.T.�"-' mama Tow o 6 TA. ror Book* 6 roar r. O Cm 6 TWW. Y.tr 6 O.P M Im•DP TTPICPL 1PP000U11NS P..m.ml A.... Pm.. I.. UPAy prR DI[•• nq.Y 0.811 11IPY NOTES INTIr.AL APPUC IRINS LIB I~m.Wx.0.••C»a4.I.. •'.I ».»M.m.1 0144*Cl41 m. r. .Dm1p..•.•tiyw•..•or MI�r.....•� l.a»gY•1»E ILY.ro w»+.L n. f aria: RA 47r 1 .y. uw*•I .y.nm .ut �r p Z a: Mf o.Flnm.. 9 YM Pph m.n�..T IL okla8. •* 448 rimmr. »'r'!m'!•y.+�f CONDIOONS i.�aa rr»r. u[ 1•.� ▪ IL 4. 1g rMww" M Wt./ 4Y-0n oiler NDYR /JR MR1L fYNv[XT. L6emO I Tam LCLORE TNCTDR N Ta i601 ¢C91 TO L. nW /P. STOOLS 7 OUT NOT D6D1 TWI S A em 1t IGZII •r. TS m¢ OF MOOT. 07 !T1 BD•(8.) 0 M Am 8. . TA. r• 6 TA. •• Dm".d. 6 V.D.a ^»a6 Ov�pWA Oleo. DoTTro Urhl I T.qIYmd p, Dptm D.11411 oar No.* D TWO-LANE, WO -WAY RURAL TM lam DIP. DAY ON IIG Tr OPERATIONS FDOT INDEX *602 m 61Jav I1.E.• 11 23' OBI.. MI MY....6 V.Ilm Pm4 bun. M alp. fs M1.t iDR. 6rmnr (rt C»» 6 RMdp Yetw brl 6 N"rvrYlalM v a. mmY fi. DP:.a IEnll MRB oul w6un. nl i0V oY.. m/• P»/. 6 Dona GENERAL NOTES • ova = .•m.." 1...•ml1rp o LLDw1• »pots A... L E.N.N ..».+...+n•.f17po..l.rmr COMMONS ILIM1..a.• aM1Y »h »I Y»I""'•1D6 NO' vomit. MR.,.. •p lwN lt lm o.. /�i.�r•Ha..�"»»W.uA mTan LCllxNi b. 1 m�im.�Y.IIMi. al lYraia� xti 4*0 711 Balm 1 UIR S ISM �.N CTIC m¢CI PAYMDrt ts.t▪ 1q or or.'/6�ri"7'TN.It I+e`I s'r.. ��.ror."r" n rr ".. wn1.1.1.w .•1m.N.rm» 1•..».n• nor A▪ AP..Trip �.o » x^. 7'T0.ts 1. Ss.O Iq.a /, . ,..LN..... : AN F1 >(1eo3 a °I N , i ATU Ii` 603101 MIAs srli systSi Sao ...OS RI M.. MOLASI dors, OsArd re, In Mad IS Ws AA* sms1 sDr= .. G1011100G11GGBASSOCN1E5 .•Dmcrosn/rrrl?m+vw Ts 1 ADD. RREV. 10.70.09 '3 n0D. REY. ID-304M .N. o D04011 MIIRD6 OroN 1/1 ImN,».woti. N......r on oe3i • .wf Tw.ul+mm RIDOEWOOD AVENUE IMPROVEMENTS PHA8EI1 MAlMANCE OPTRAFRO EROSION AND SEDIMENT CONTROL n.,,pmllnOd.O.rL... r:'I r.r�.':.:I.M ..::.'.. w w, rn.. MEP .. F.IFMN�... fol.,.eNnrM w. e.rrn...nw ldw.t ,rwnrnoorm14M of M." . `ww. Irrn .n.er.eM /I..M Mp.c. W r/N �..MM•• ✓r ...tAO.M r r..I.M nmwwl l4..f+wl., 4:1 r.. .. . Ar CAM Via".1rod ch .lIr. w� N ww.r, Mery ndr .ev ""fp.rµlr�M N f F.Isnn w.I 0rnrA nfn. M Y W ilrN.+w n .m M.a4.4 pmrmin fn. m fr.Ml .,LL SM4rd 11. nA c.1. Mrf...b NW A co Mr.. F. M � pm ..r.w ..r. sw..+ so........old .WM. enoonna roam NMf. ad.r. .... w ....own . Iran • .M• lan, ant, *ant. r ear ..I..n.r oCoonamla mod m. Meru m r m • 9• r.n.. •w.r. a0 wen n I or boom. era ,M. or Moo ..w A.A. • I.ro ..,A.e moo m14 dmorb"..mrilrlbMN on dWM"` w IP*OMMO. .r r KM I. Ipr.. IN .+./ w cool.. 4 mom. m &AMMO MS. hoot go. bon rl• pm.... .R ...... rnn�ozloAn..Ne on Ar.Mlr� . 4 .. 4 .dnw0. f F f. �.Mb. or ...PI • rwN..nN Is pa* .n.r M. MOT. 1IA.yr onowl r fn.wf q smMrnn dM M .nM 4 an* arm `—c.INA`U Iw`~li .a `N4 .v.r ...on lo Is a.. /WM.wY. ••.0.11• Ad rm. • IM1I.. I. M WI I.irF. • mro. dm ow Mob M.O... ... NO .. t. ',Bran .p.,n sr ea•uvMe. K. P. MM. 1.r4.n1 fa a..F.F1 menu,. rti MEN. on14M .moon 6 %r.T aruomape` ar Zer. . .r ....rw MmnNr•m...b fA SMFrn4lrr rd rdn .Abel Mn rY .+.l.. i Mr r.. [Mot ..". K 1PM 111/11/1 At.0 /11 [.�.Irti l•w� W 0Y11pW It T r.7I....re .. .r0.. r.e...ra .n.nr. n... woo ry raN. fc.+. Mmdmr(II my a.��� nor. ••esmoi. 9 ▪ IM may w ` Some..... i ,. a••M noun imr1, n.aa.e Nr�S'N; noo r 'rcErpas Slw.. 4. ntg. M raw >.1 nn > ~ma .1%. (ntl.dme_1.6m l.mc.-On ..a•wA"/S..n~di , weal NI ....M. on/ ..TI.M ....on M..elMn [mrr`~w Tab M.Mi.. FIw ......i 4▪ "".,ar'w =�!r ••renlr .w .nu.w An monoMIN Fe n .`oulrer '""r..'"..r.`rm.a ...wr:.k•.' :....::..t�`r. ▪ .nam.w...11-:4 few. a..np. FNo E.E. "r . IIn.rfM • rdmnl 44/1441 e: a es/4,01.:S.dw 4 .. O.n.ra voll WI sr (.r.. m..t .. n...... rue 0.... f..r. rm.. _ 4 ♦...r mm a+r u.r. .....m..m.....il u. M r..• c,. lwairae .. :ry TYPE B �sl .1 )..Lrw 4...n9 0, .In (r,...r. In Down p• .1...T el. 1..MI4S .... r. n.... SI Goon I IwML [Wart .7; l—f,:u reT4ullfwl n¢OIn�I. ,„„ _ arOlnNnt.lnW 1M I I MD 11 MAIL In AS FLOATING TURBIDITY BARRIERS _q.N Maa III I M ...... p..I In.... n n...no nv...,. .rM,A ..nn...to .ronnM. p..WM me/...�B. so ...on L«.4...wpn.n..M ...IM. TURBIDITY BARRIER APPLICATIONS me 1 STAKED TURBIDITY BARRIER b. rl..l., MM..... be 0. roil a. ....mid, Moo..11.11...r 1. TURBORY BARB ER DETAIL wad —(Cant. NO run) u./r1. 4F.i p• an. I rm:,. t J f 4 11•_,AT 1i1. /-1.r. 0051001 ;on.) 11 nlP ti 11 6._ .II_ i �I— �rfpir feerk I lI� ELEVATION SECTION etem SA r..• lo e. pole I. sneer u. rr.nml ern Mo. lot Ir.e S.f room (01. TYPE III SILT FENCE r .x. Ono (lop) v....eJ sl=,.';� na Inn l.N r r • r • . — � <•. `Wp b 0rnm PARTIAL INLET COMPLETED INLET Cr.e b cow__ N10, DITCH BOTTOM INLET . PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 9LT FENCE DETAILS III III it II ll- lllg 0(n(n4L 1101(S n••rlw .Haul as n rM.a --L.,.. Sol Plated nr Mnm And lren0^Cr... a Mop W.I... wr .nm.ue eel. mm. e. u.ona' o SYNTHETIC BALES BACKED BY FENCE Loan of ...ram I f1 r— "- — — 1 —• 111RL1n Ar MA nm F SO mew DITCH INSTALLATIONS AT DRAINAGE STRUCTURES al le. ADD. REV. I040.09_ '0 ADD_REV.10.9O-G9 llOmano •xr m.mll rAaMIIDp OM. rl/. ...lvlmmol rAimm/b . Iw. 1-Ipw RIDGEWOOD AVENUE M1PROVEMENW PHASE B AMOIM 6b9ON CONTFICL C-11100 It� Rk.1gewooc Avenue Hart1scape, Landscape, and Irrigation Improvements Final Construction Documents for the City of Cape Canaveral \\ Volk OOP I. L3J.JIi �\ rr Shoot List Table bheee Num4rr Oheat fine Cower tw M41 IVra iwe 4J_.p..4n H,uu+pea 11,4 IWe 117- H6� H.N,e.pNn .pram kJw.M —14d1. pe.4L. l.Lln_.ran 1 IJ Jed W H I.Nun..W Landon...4n 4n,.nn.4 kr-2 Fa leak 1.0 IV Inl.ohasfl a4.Hm ran 11,4•11.1. Mo.d_ tln,Y. M�,Ibn op.IN.tlaa • \ \\ �\ \L \\ \\ NOTE:Them drawinge are Intended to convey the aesthetic Improvements, ouch ao decorative paving, lighting, signago, oto. - rafor to the alto civil engineering aonotructlan drawinge by Stottlor, Stagg & Ae000latoo, Inc. (SSA) for final roadway and civil doolgn. rr r• 11141111 t — zr � m•L,w.Ji�J , \ 1 >1 11 NOTE. The final ,,lull deolgn may vary. ollghtly from what la doplatad In thee,, drawings (ace drawings by Stonier, Stagg & Assoelatoo, Inc.). Contractor shall field-adJust the designs contained herein to fit the civil design. Contractor shall notify the landocape Architect prior to commencing his work In the event of any significant dlecrepanoleo. Seale: NOTED Dale: 1/30/09 eaa 17occl. !OWN Ya s11111 II 1111 II 1 r rd g O s U ._:ter.=... 0 Sheet Number COVER I of 23 Iv4Jee1:I5341341 \` \ ID•totl �--�---�—�'— .;--_�P---- L' Hardsaape Flan s. PROPOOCDU011TPO1L(TYn 7 • VIII &IA, 1rr0N0.7) it SCAM 1'.20' A / \ CLOAK VIOI DII ITY TR IAN01L FOR 1NIDROECI10I10 AND DRIVEWAYS (TYP.) 1 1 I0707 it it 10AFF1CTADL0 ATINIERO1LT0N0WOHODf°TOP 010110 (IYPd (0.. plan 1. •h.. I l0-7 for m.a,mm, wr °°A', plan, for ron.Lrvelion Attalla) AOPHALTPAVEMEtta �awe. .w /^\ Wn w..� "6w ..N, wW+. it\ -r 1J RIDGEWOOD MEM/ =4. g I M,..Nr.Ait If/ Mtl Wi! Lrlt \4'1 \ R Hardecapa Plan 6CA\Erl'=20' BROOM IINIen CONCREm 010CWALK (1/VG eOA10 FLAN) FOR WIDNI)(fYP.) - 8ymbolo Legend El 4=0 Asphalt Pau Path ❑ Oray Counts. OldawaM1 II Thermapla•t Creunalt atrlplao REPERENCC NOTES SCHEDULE 115-1 RDSYIL mmm.ttl04:2 1j.1��V.110st u^wy Wnr.mw Pw.w..Pw,W..w. 4wr.M.en.,r..ww.r. w..r.aw.Q•. Cwe.wwra,..,,. .....,r.w..a,.roOwe, .n..o..n• gww..nnwnw.... ® or'wY'.+rwM ''�"1'iat./rri wanws,.. Wen. ftWer au. wessa (>'}�) wA"`r.r..�wwv+o,.o,rom.,N!.-...mwr..r,w•.n,.t+,,......... I wwwwwww.. r..r twr«. nn..rw.w e.a.n tow. p awaww w.,w...-�www. wrovw.,a.n.aun.tw.' r....yn�.ywaw rw U fiance-G,qM ...hy.,l raw.a rwwrwa go ow. arrow. ow arm • Ltehe Pow taw.. wW. wra nel ® Ianwew,dIkk SttU.ant .u.r• •..mw.m..w.+.awnr»,re•+^t.• m Trash Roe•ptaelo pn.... Loam wUw. .w..I dew, ..0d...•.,u. +- °I0n 1I63) so -or w,00.a .s.....a...e....' a,9..C.rao. .nnu� ayr...u.a JFa••.dw.nat...^Mnr.Ma.,.t-Yy. \ \ N. CLEARVIW)IUIY TRIANOLC POR IMER0EC110110 AND 0111YEWAY0 (IYP.) 1, 370 OR00M PINION C011CRE1E 010 WALK (BEE B OA% PIANO /OR MUTH) (11P.) I I I I I I u'AOPIIALT 1 11 PAVEMONT 1 1 1 I 1 CLEAR YIBIOIUTY90AHOIE FDR IIImm0021TI0NO AND DRIP WAY° (OP.) °'AOITIALIPAVEMCftf -lor O 0 i a...o .,..:,,r.w....,.y. .- /— .i.r,wny.an PROPO]CO U0II11•01.0(T1'P) (use detail A, shut 1104)— Omani Nato., 1. Reortop lest contractdowmenta by 00A. 2. Contractor *hall be n.ponolbb for all wort within the rl399.090 ay (ROW). WOO Melds the ROW shall be n opotl.td with tha CRy.nd/m the property anner. 6. All oanonte,..phale, road bale,• to. fromdrhowrye, o urbino, and roadwaye that are dema0•hed shall be completely ramrod from all landscape arm. 4. Alipropondll,'ht polo, leostag wlthie .tlatln0=n-etrart parkin,' .r..• shall raeol.. 4 bollard, around thelrbams• (*ea details D and E, *heat 110-7). D. All ,IOn•wlthln the RldO.weod Are. ROW (from Grant Ave. toC.ntnl 0lrel.) and atop alone at RidgewoodArs• crate . tn.ca shall tnt mound on 2' D aluminum poste. Pain pasta and Wpm haca, to match 'Oreanhaun' (0900110 Wllll.m• ealor2006). O. Unisaa othsnM.e noted, all erlatln0 sidewalk. an R1d0rnaed Are. (from Grant Iwo. to Central Dlyd.) aro to ha removed. 7. Vass suns), Informs Van Is from •orreydated 1242.00 by O1 . I ; s t.a Seek: NOTED Dolc: 120/09 Dam Plot oh 1103/09 41 G111-3 014 8 a o Street Number HS-1 2 of 23 I'oJu10;1)3.61301 \ `t O ROOH PINION CONCRETE S IDEWALK (GEE S6A.0 PLAN° fORWIDTH) (tYP.) pQHardecape Plan SCALE. 1-. 20' GROOM FINISH LONER= SIDEWALK (SEE DOA'B PLANS roe WIDTH) (TYPO Hardscape Plan SCALE. r a 20' \ `\ 1 \ 1 LITER RCIDILITY AND DRIVEWAYS IN1ER6I CIION9 AND DRWEWAYO CITE.) N..//— \ PAOPOOFD LIo111POLE (TYI') \\ \\ O'ADNIAlT PAYEMENf1 1r. inn lout A. tA.es NO•T) I 11 IL r� LLL / -----,t---`-- ...i- .-_. \L 1 / Km!, 1 / \1\ CLEAR NOIolLt1Y T1UAItGIE POR INTERDE TIONS AND DRIVEWAYS (Ylt) O' ASPHALT PAWPAWS. DROON FIN1OH CONCRETE SIDEWALK WEE 00K6 P\ANO FOR mono(TYP.) • - IOR411J RIDQEWOOD AVENUE w rwn.nr RErERENCt NOTC5 5CNEDULE 115-2 .[mt.RT tIr5 vaFmmmwn ® :Mw�viwe ra....w P.r.w.>.w.xn Wn rem x..........,..w..rr.....o..prm. (fffl ® Mttols,ale,.u........myawn o.........w.o..x.•....nx. ®a-, �nmnan. :N.q..I. I...S ly. .L ......... toxa.... :T. .aet.w::�.:..v w........ . 63T31 :a.....r...zra. C. .1 r..r..x.....,...w.... Dull R. r.law..n...rrr.,.,woe.m !MI,.m.+. •,-..t ® r..w.... Y.J. ..n......w.�.n..r.uW .,. .. WOO. ...00....wan.rW Q[9T ww r.+W> . ..Waste .. r..w '..W..s way. n"vV......... . ...a..' ,1...R. 74 t� . ....mx. to .....a .o . ..rv....t.. tr..A....wl... ry, ,t..aa.. rs..r,..0 D.v.. CLEAR I6101LITYTRIAHOLE FOR {INTERSCCnONO AND DmYEWAYB (TYP.) 1 \ 1- O'ASPHALT PAVEMENT 1 7 1 \ i CITCDLNOI10110 NDORILEPOR IMCROCLTIONO AND ORWCWAYG (7Y1.) PROPOSED NOW POLE(TYr) (.t. Mall A. .ht.s HO•T) CLEAR NDIDIIITYTRIAHOLE /OR INTERGEITIOHO AND DRIVEWAY., VW.) OR0014 FINISH CONCRETE • \ 1� SIDEWALK(DEE SSA•S PLAID /OR DAMN) (TA.) Symboto gend ❑ Aoph.lt Ms Path ❑ Gray Concnt. 134101.3111. Thonneplaet CreeextW et.lpinG (m Bend. • llOht polo m Trask R.e.ptaele 010 Scale: NOTED Dole: 120N9 Deft NNW I0/3/09 Hardscape PIan 0 Sheet Number HS-2 3 of 23 L'YDkN 0ass•61742 \ \ I LL \ ) ` WAR 1DIDIl11YTRIAN012 FOR B'AOpIMLT PAYL'FIENi O'A6PIMlT PAYEML'NT INTCROEG11ONO AND ORIYLWAYO M.)/ 1 $.1 IwaL A ! a — _ _- cf I 2 I 3j • \ 1. DROOM FIN1011 CCHCREIU +� 1 DIDEW'AIK (6Ea ODA'O rLANO FOR WIDTII)(fYP.) QHardacape Plan m. BCALE I'. W. D'Aor MLT PAVEMENT • 6a D DROOM F11110{1 CONCRDC DIOEWALK(OCE OOA'O PLAIIO FORWIDNo (FYP.) Hardscape Plan SCALE if \ \ ` RIDGEWOOD AVENUE CLEAR M010 LIIYTRM110LE FOR INTCRBECTIONO ANC, DRIVEWAYO (ttP.) CLEAR MDIDIIITYTWANOID FOR INflaaECTIOND AND DRD'EWATD (TTP.) DROOLI FINISH CONCREIG OIDEWALR (DES ODA'01'MND PORW10T1i PA) 1 • O'ADPIMLT PAVEMENT ( / MAR VIOl01LITYIRMNOIL IOR 010DEWALK(0 CDOAB PLANO C !UTEROECT10N0 AND DRIVEWAYO(IYP.) POR W1011)(TYP.) Rfr(fRENCE NOTES SCHEDULE MS•3 1 p.xn r.nz'Kt awt pF�9P222t raw,. w.• v....or....•. ..._..,.. .. ® 1en+1u.•�y.0 mow... .e1 a..ewP.r.... 40.n...1�:.nLe. M Me.1Nn�:,ab.: i.A . wwwge.rr w'au.n.. giap.olis u.lrw.r. reoner.s(maws YiiN /...���uwxmxx. QEEJ D...'"7N"'.wr r.n.`:w•rvn..:..�.;"o .a......... ..x.. so.......x...wcal '•rm ID r , 1,44 a. O....4 A..10. w.Natt 144•4o"...Maft w..1e1� ..x ..o..w...w lw Verv.0au ..O.nvg GI, n..1.�...1i.wau�lgw.I....1. Tax. eMvete Ovr, 8ymbele LDgend \ 1 • ❑ MOOS Dike Path ❑ Guy Canarata OldawM4 Theraloptaat Crna.walk strlpMO CM Pasch • Light Pale m Trash Rase/pram!. OIDn CLEAR N6161L1TYTRIANOIE FOR IN1ERBECTIOND AIM DIJYCWAYB (TYP.) PROPOSED NQQNF POLE PP) (ate ristaaPs theas110-7) \ rr� \-1". MEW MINIM 10ANOLG FOR 1 MITIROPCNOND AND DRIVEWAYO (WA) 1' PROPOSED LIGHT IDLE (TYP) Ati0 A. .heat N117) r �� v — D] I_ J 13 Scale: NO77110 Dam: 120109 03IVVIe110d. I0/11:14 Hardscape Plan 0 Sheet Nutnher HS-3 of 23 Pvjcrl R; IS)41)OF 10119SC1:2 oafa.d Cr. )o 17—SH 1aqulnN IamIS 0 CA (IQ jO 0 CD 1111ig CD 0.2 5 60001 :10nv1d 100 60/0E/1 :919a OSLON .along / 7 I 'iF rx ) 1F� iF iF I 4• 1- - • I Will 0AVM3010 any ONOUOa0a31NI , aOd OIONVIM1un101GN NV310 I puo0ol o)ogiuRg ('du10AYM9An10 ONY OIIONS10Mn1111 IOd alcarnal un10I012 raw Myrna, ,. _ . „...�Fog w. .....fr"w"wl ▪ 0.104 sitimanuarmaxanoW • ..... ..e <.w.a..-I..c �r......oa..n...nl ..mat.. mm,N.... a.".,..,....+. r.,......1,, 'ma m-fl v rnr.a n srina .. orM.n"nu. *tom TM ..•.+ww.M•r..w.,.a.r •nw+ 4t;:;;Mrmm s.r_ wm t.4auca mm. iFiF 1- iF 7f iF -i1r- (L•oI ..NI. V \/ Il a.�...) 1IAO atod /\ Mon 0200a0112 ('au) cayman, OIIV onou.w0Y2INI DOA 21ol1YINI.U11I0MIAUV310 WAD (In01M 204 ONVIJ 0.1/00aa6) A/2010 21322140011911114 NO9an iF iF iF iF'•]! i i IF (L-6111••g. y nn.....) \ (au)al=Amon 0200d0112 Ir-gN aVIOaMog gaION nNa?ladaN ('uj (IuOLNNOI CAM 0.V00 a201NIVMa010 Il711300011601u 1100110 1NOHa.1 r W .....O / 1 ......\ (d111 1VAlil 0 IIV 6N011930MIN1 1..00J alollVNtunIOIOWNVdlI 1, \ L LN!W3AYd11V11d9Y.0 Caul) Ol.VMIAIa00NY0N0u030a31N1 a0d a1011Y1Mt u111010W 11Va13 \ • • .02..1131Y20 O uold adeospaeH LI ('du(H1N)Nd Od 0NYI 0,1100339))111VM3010 1 Ma:0021101HW Won 11NrMVd LIYNdNY.0 .ca•.t+3WO0 0 meld adeospaeH ,t (du) (mom nod ONV1d O.Y00 a20) 01YMa019 a1a11]N00 HOINW W00a0 1\• 90101 1N0W3AYd 11YNd0Y.0 1 I I % I I , , 1 1 ,V_,_-_- / _I____+ • ft 4 •6e) it / (al 4 I L` PROFOSrouaIIrrote(Lrr) (ems detail A.h...CNO.J) _—•—� \ I ( __-•-� ' 0ASPHALT PAVEMEHT -13RofI RIDGEWOOD AVENUE W A•YM Pr lr. lac 44. Y4 m-QHardecape Plan SCALE. I•. 2O / 4 L �- 1 4 1 -/ • a ii W 4 Hardscape Plan n:ADrIiAl1 rA A!In' RIDGEWOOD AVENUE a v+.anta«w D7•07 ii Y4 Y4 11R00M PINION CONCR6/0 o1oe4ALR (OCe ODA'O RANG FOR WIDTH)(TYP.) OCALEI 1• a PD' ,\ 1 \ / LL a Iq ii ii ii 01243 Y4 J4 Y4 - 91 •L ( L I \ I 1 1 L L L ( , \ \ \\ I l OZ. , LL L 1 / I WPODDD Lk/11MM (1111 [WWI A.ah.aC 118-7) I I ii . I i I m f s 3 4 it } I � �I I{$ ih\\ _rT 4 � 1 3 • 1( L I 1 DR001.1 noRDII COMMIE OIOEWAIF(9ee 00A'D PIANO roe mom) (VP.) -� \ `~—a1.a_ T!T REFERENCE NOTES SCHEDULE 115.5 pyamr worm UDnr%• 3.3 ® 33..u.-.3C...t. r•K !«w•:mr'.-.'-p.,...rwu. ffin Gee, Wes M_.mwa m.w.w H...ry .v«« Da n.r.u. da.rM•.a'•.•_n.e 313,1•31.3 Q ..nw.nn.l ✓n.C.nw.. «••ryi.a..w.G<.. D 1 . ....y.l.«C n Yams. to .Y.w—. «I... aYr..i...L .w M.m.... ® pbryn0�. :p^rvy.... W� .r.r..m.mrW u.Wpranrgr.�.h..w Y4 ii Y4 / 1 \ Symbolo Legend ❑ Aaphdt DR. Path L I armyranonw 0ld..I4 Therareplaat Ceo•arralle athIpino ® Bench f Uphc Pal. m Traoh Receptacle 010n Some•, NOTED Dole: If!o59 Dl a Plat ed. I Wimp 58 4411 rn cis 0rok glz pq¢ a OS 0 Shea Number HS-5 6 of 23 IYolea l:153.613.01 3 • Hardscape Plan SCALER1• a 20' 11' r�Qz.ral 0 Hardscape Plan SCALE l'.ffi oppswoOD A 5 REFERENCE NOTF5 5CI IEDUIP 115-6 mu Peuharlrnrt 1001 r4.„a.ryu.na.a.. a..sw... r.. In..,.—..r.net awuye:..._...iµ...:�.....y....wnwuw.e.d un.e.r.-emu (pa] . .«.y....anre.. m..q......ra.. Symbols Legend ❑ Aap all& SIr. Path I I I Gray Canc.,. WAar.lt III I Thermapl.et Cam math.trlpinp ® Bench + Light Pale m Tr..h R.e.pt.d. Oka Sale: NOTED Date: 1/20/09 Dale Rath LOgND Hardscape Plan SIIa[ Number • HS-6 . 7 of 23 Project t:I3S4I107 a...•..o rro v a.•I.no••rm 'wirorrbf..Ytmt Typical Traffic Table Intersection 000LE. r. to NOlEsTh. ollawlnp aro.oaaptatla nunuffatunre for saaturad aanar.t• produate and Intapnl oonaraq coterind. • OGOO.Id Oystam. • ih. Oom.nlN Comp.ny • Pn.wrynyntam. • or••prar.d equ•I Typical Decorative Intersection SCAM r v ID. G wy.KwYN imam pmw-o.Mnr•.y w Km_aM.e.lh^K / er.a• NWr4n• WIwy=l.0 n.Yil'ae Ia.yYnb•l•.0 al• 4117.7 i•r..i r.•.1..• •u'.rwq ,1144.rlf.•Yn or•maAWM.a) r •.•n lw.l....f Nr• CgMaxdor /Haen• As - I.min. tre4ftlaptw.• . wrY...••• W wn..,..Y.TA Y. Awwro. w1Ywr'V:.:rlY:rw•.`:n " p•-�,.r:.•r•..w.huY....u.•w. Light Pole Detail OGLE. Ira• o P•O• murmur 101.10104. traumas swarm MUM IP. SI t.••a� Bollard Detail SCALE. 11111 •-•••Into Salle. NOTED Dolc: 120/09 vnc Mond. MINI o (Sllsl I I I I I I I ea O CX� N tar U hndu•vIn Shoot Number HS-7 0 of 23 Proj= L15161102 1'\ o Landscape Plan SCALE 1•. 20. Landscape Plan OCHE r.20 NOTE: Refer to hordoaapo drawings, oheets HS-1 through H6-7, for designation of existing and prop000d hardooapo and olte foaturoo. __ .f'• ///^L1 PLANT UST J3'! MruwrRSwla( n. r.r.... u,HaeY 10 =.1I.1] e17YeuN-n G .w.ryMnn,lrvu nu r.. 35 l! O.n.f.,..w.CJ..,r+. hH}.4YN n••, n. ar.u.•...r..J...l w,..J. Y.aJ.+a........n.. w.nJ. / • rlr •„nr Kr"r Cad u m}I n 110 a,...r..,.....IV....rrw.y.. pmvnutlq PRt,n'..''Qln,,,v.r.. 30 m hrn...nr.11wCN G.n Rr Es YC appfr uwr.yur..pwrrr.r�+. N- bgbr}J 5ee °host L-6 for full plant schedule. including sac specifications. • • • • • 1 • N.i � w..w'i.r. r-renal • • {• • • • • • • 1141TIN0 HOMO jyW th wiurHru.lw.nr.r.v+.r.�a.nw fNrrNN+.41..1 ..e Mr Ipt w .. M.IJr.W.... n...W.YLL \ ; ur..rr.r..ewwf'ra�am...r.0 .r.....0 .Y rr...r nnNwrar.... erati :iu •.r.....mt..wv+w.e.w.n ▪ n.+�/Yw,o.. JY4ll o,o. l,. W.Le.1Nur NrvnlW anrnrmuuy Irvy. W..M..IrT•r.a....uvwH J+un...ye0.}..l...w.✓. •avr.. stem-. I. a...0.l.a,.+.....WW,...Yr. 0 1....r...4...Y..w+w.w Wvry.rY•••rwJY.Ye01..•+.FGm.}..b.. 5. r .• +.,A43r.G.. '.n++a.. J.0 0Gew..yr.....J1..u.lWN �...�..v .s4.w.. v..G e..v... u...w...rl.•.,. .",m4 M. r •.w1•01,...y NJ. uM..Y.nwi.y. M+.,RN.LLw.N.yrbbrY.JJ.r .W ., n r..+N...•.. • 1. n r. r M e+hl w Y...,... Y lr NN.W w.�w.�.ry ,Jnni w.. o r.rvr.....-.......n,n,,......sn.....i...N.. ..e.....,..Yar. .. ..,..r ▪ ,14 ... n'411 e..p. w.l .w.mW� I....1.. v....�...r. 0 Yw..J... l..l...rwr.•.I.•••o.MJ.u..w.l.H...J n w..NJN.r..1J....} .,Mww..Ylw•rr....t Mu...a.Yrn,rml..r.,HJ,..,}..•u NY .Yw Y...a ai.....n..A.......wn...yhe...r.w..n.+r...uYw Scale: NOTED Dote; I2O/09 Dee Plated. I05109 5 5 Landscape Plan f 2 5 0 Sheet Number L-1 9 of 23 Pl0tt.0:I35.41341 \ Landscape Plan 004E1 I. c 20' Landscape Plan SCALE 1' c 20' • N. • 1111.1111 RIDxialGEWOOD AVENUE • ' sr y, rv.. >. ra, " ®� mA?i!i�i}pS`LF� • PLANT LIST A tt t\ I�.wwn�m.�W rM...HUnI N. \t ,-- i / \ RIDOEWOOD AVENUE ,VMrwnnnr .w,...w.,a..H...H ,.. PS.OVIAPN.411 ..arf.yy.wN rn..n.e 1111, IRO,1 u'"'- t. ?W See sheet L-G for full plant schedule, including sac spccdicadons. • • w,...HM. . hn, _\ I Scale: NOTED Dale: 1/20/119 A. Pleac! 11V1109 3 1 9 0 Sheer Number L-2 10 of 83 hoicrl 0:1774311-01 :011910 w mrtm4 CZ J. 11 JagwnN taagg 0 1 A 1 r a CD 1 N. GO/OW :alua a11,ON mlu3S c4� •suograquads ans I uipnpuf •alnpayas auuid Ant JoJ 9-1 loagc oos •ten. wt/w>I.r. w�µ.Mirullrc?muTf Nu rizzragA n vr..v.na,X COG v: �r� NJmraJ >.lu YJn Ymu^ n ...Jac 01r 10 • S...rmi.4707.1 ZGren If .nMa•war.+..Mn nn n n>en.v.ro .w.....1......a lunntatelgald anon aooM300lu GI tl O 1SI1 J.NY1d (a.l•n•nMni.�wwm ss .OZ".I 71JD9 maw adIOspue1 .02..1 .211179 mew adeOspue1 \55 \ Landscape Plan SCALE P- 20• 9. • • • • Landscape Plan SCALE. 1' n 20' gro r pot NecupshruN ray 5 I 1 4 / 1 \ I• 1u ....••••••••' 5 5 ' N N I • • fl J1 * O �5 '4• * , gr. raps ..e Eris e ]a] ]Iww.Wwl]Wrn. 6r. D:—a]ta I..u�rrlwuwr.u+ ue ]fl uw. p I• -.I M.YrI See aheet L-G for lull plant oho 4ole. Inclutllrg site speclh0JLb0ns. A,in •'•Munu-.7r•. 1 u. sry.. \, o4• Scale: NOTED Dnlc: 1/20l09 0methmrcd. 100/29 o ssfl III III N 3 G 1 Landscape Plan 0 Sheet Number L-4 12 or 23 I4o]te n: 135.613.01 zo•ctr.ssi+vntrom re: Jo CI g—r1 satittiniq pugs 0 P, CP a a 22 lIIIH 7, 03 10001 7,11Ohl 611/0r/I oluu claim :Divas •cucwpijo2cIG arm 61Apnpin .winpaipa 1uci41 gni 301 9-1 402115 vvg Ow". ,t•az 'G....A Pun..., +.• it 00 Paw.+JAKtww.100 I r 1 I 14 1 li / r..,„,, _ 1 a • . , 1 ‘..3 • ; ria-afkipa ! r / u. T A-- , --------- \ _- \ % , , oc, \ \ 0 .1.51.1.1.NV141 \ :TITIT171 445a1:7, , 7 We I AO a 7.1 , 1 \ \ 1211 er • Ia7V3f1 UIdadeosputn et; • \ -.^--•• • ,• :4".•1-.1V7MY. '441 -------------- 2A • ‘1\_,- - .0Z I31V70 uuld adeospuei ATI Al^11 y. M0416na See Plan 1, 5heet L-6 0 013 s 14 a tg t•• b 4i 4 R a 67 f S u 1 3tna3WDGJNV1d ww;q poagaJ aje posfwd WW2 219 Joj swgquen Matabfl a Sea Plan a Sheet L-6 oI Landscape Plan Ridgewood Avenue Cape Canaveral. FL t.L=st:Cc ylsgl PUCE CLEAT/ON Brad Smith, Associates, Inc. PLANNING ■LANAsCAoc ARCHITECTURE. Gpnt:s Drawing History Per roara mu-. 11109 161109 I A1N3.APAkO OtECOD-Anaue PALI I-4t4tltAt 1.-0004•110FrOPY.AWr1 A 0'0140+141,1 .bell e.AMIN, walmdaan nvartm. dWW N llya00tvth Ih mAcaIILpm4u dp 4 th Kb rta A Menmtof IIUMtJocalu h•hTnotturt4N..nwh.L.Lye.NMKMA f. Ue<42e of slu aMand nvnIJaN ,aewTCauaMcoefArray Altl, the pnJ.bru.,pvNJe. I14.JI1 Diu 4n4p. and and 1•We. GiN.or/o sr.N. aactbe AduW wppp,PaN&DA, d Dea4.4 • ml Lowe M auallamew0, ew.lnr•aypA[tuml ivsla.narIAJOAsn sm. LW edam,111W.. Ir' a.,AD edds la.Nn 3O ahoe M.ulalltLWryAM sod o•[41411rw w pan aM 0,11DM•041404ru 2. TEIATW PO2/, Papeydvl 0.I4.Map.(U1L 4m4t4y411pWJ,/ouu.pAM1AL.• we shonslA IO.a.11OC.'It C. OA.•jWth Aga Dam6,05A) O. LrLPuw(e.L DD.. apathnb.• woNettOj a NIAWYAOLUVAJICt rmw01IIIM1101DOr IIISTNIOLM Ou Ca l,acunNd M.N•I•IRr.ed[anw4d•NM[vd ya 6Nrap (nnwn..<I n,.,JMpararn...wa.Dre:04 [aW Huey .AVewrmal..Wt hl.amJd• eel mrry.tladaru etaln•lalJalW n1t1yAJ nm.Iy. D. 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I*11.3239(h1h00.4N1031,d31141[0,494Y. .A.040•1,000, 0,11, ,30•02.l Amine A414 CAL, GN,ILN.Ntr el Dell140 4.<14A3IOrt n rumens. Rnl N.i.h.F.•ann Woo Nd h r,,..•uJlnw Deere CW.W.Ij.DILL vat. 0,mA,w Low..6oErd,Nhaa WA:.wnvtanJMrtNnWJ:mlidwht L OIOTNuIOOlNTI1CAI OOTORtw0O F. N pro easp.e.w,rnlesep,11b(drdh rn0r.JMpued •nanun.arW Dp on.town. 11p610,At W MI.AArAde gl.tUa pint•lter vNven.n hwumedWtn.NNth 11ae. at.Or0Le Iblinty Md1eiuWoff el OD hlburnetdme AP. Ana. hasp IAm1T •Imlu.l oar. Curduryw*phAl• 0,44,oth•ALL•Fdyrtat lwL Mtsisna• W l0. •AIIleua0la..o W w.hhtlLJLL4.ldRllTy.rJ ODD. Maul .O h ivnnwm tap el wtlJb a 1100.•10"6 ohd1<eded. Ws ute 104 of gm.. Law W porte MJ c.d.nru.•wNy Ea,. es 00.0.1...feciLL c W4uapnpndeddr•rau,41dJrWTolo}p sat Or41•41•Mhl.UIo10.w,p..&loy u •4 LIN tALD,L1..tuy$44wl.•wrivJOM.10an DECAL eWl...MNlueviMunaf l2 IAIv. NOW lewrtepu•riri6yefw C.riwurtUAUplleml.J.p N. 434drr,rmmru1J. e4J. DUI Wry LNdlvtn.a& Alger the AAJ41JL1.J up:Dada.efdcm era[ cf. Iv tray 1l}y41wrw •alheuA4/•M VawltytnhNI2. ldxmrtedtVTM loam Mlltc[) a u.6•al •a Le N rapYd ear r nup lsJ ad n JtpanLILAL 4ro.lvala.m.µdWSMr1„mJN413••4,IJdtp,ed D•(L,Fhh L M•nv.nof pE.4ms..p4t raw,WN441,LIFrN100.• Lr.nl,reesr.,lw rosw,Fdn mural ADAD AANMvrJv.•.0A/JOI MCA ADS Fins, (DAD 4d00M10g9 Ito[u0lm..avJ• .1 We. 0•nee«r a.u[D,LMi, D. mum, !abut L. ONpd• 11 51•JICT101O A LWI11EJL4B t MT..,iru Mur NauNI40Jll4nlminWL11.-t1.w1he I.or oVall Iyed&4 fronw keludycr4Ncapora14atM w1 WIWAapeavh4 vpwy.O.nh Mda11,1• va•May 2 WMeun•Ned K.W-Nt rot NlLuana.•taY,d l,.1•41..141vL,me.Ly.010o0AL ./Ly,pn41ry,Ileuv410,Dt len,,Lnphtem,se2JUAawe.p•l41 nesIdo, nefghta.l War ILmo..04n00ANA.6ay.Mrcp0•N ty,u111y,...Nul.lJvyv6af .Lr.(au4tm.N61 ayJ ImbJ4WW LandN peDmusfoy fa Immo .A,ame•NlVyywd lA dal vluMsrlM 1 MwMlM rynuy par AAaupt•c..hd euurnnOINA,un ostAnnoJµJneleaW are-WOJILWsehos ono wthell.I,A1,c Ia.Lleoayun.4(21)1.:4.NN•Deedsrota. nlay. 1m Doe ddnya Von V3atw1 W1 Dab. Is Deu,d A haN WQwa rtryvr1,40,..tW.W,taGyWI•Narg.,04.1y6.0Alu•00nLah.rhvl •cewana 0. Q11ADW IldrtFe Wn.1an..111po11NCwrAty.eaiw 11a)Vd.dlmf•r�r.Lq 6daa2Due Iv ..Jer•o.bµ wor1Daee...M•Wrnhu,rlue.,oIle...eon IN41a•OVerf.Ayandh,enel4.ala••U•aa1 (l1IIl0 neNry4O)aM dulNr41NNJ u.11un• 0.1•ofJe.y. ys1. 1 C[fN1Yn IL.Cml..tw»n.l el revsImplNpenLe.(yaara1•dpn mm•)L.A Loa rim1.1mbnaof A•ruuM r errv1N.l e.1 WU y•ary4u 6ear L. • 11.31110 plt•.r.boon+w.rMI, ptu4o,t MADLD 111 u e w01 11t1 Pwi wL','AA 0AAw1lmtrlo.w•a weer n�w rntwilmnbal INTNIO Luc. nw.i 44. SMALL TREE PLANTINO/OTAKINO DETAIL yJk.•.`r.J•way 7:1Z1V2, Drov40•LA DAL PALM TREE PLANTING/OTAKING DETAIL A.a:N,'111a m[taedt0rat0o I4 n••taOIJO rM roru ew•r ananrl.•In w 7. 00uw1nt0u0Aruo.a o0Anla) ww1)[e1110llll N.rvao nrA •AYtl I1.,A,rJAucnI,UMIW L0tl04,l1COre Mr11a� t_--+1 Am. .ORMIVCOYfANN3NA11E11y. p0,6• a PNA.1,1l111o0 alAN6e1m1111r1 lt6wnNs DC PLADT 0Py11O0 REPARATION DETAIL 0EPARATION OF PLANTS AND BIDEWALKO Calf AtTrI001.10•••Veff•ITMA avn.nma. vwte� Yur�d�v�rov�if.uuerwtnlwl BHRUOPOROUND COVER PLANTING DETAIL r Seale: NOTED Dole: 1/20/09 Mlle Plmu4 I0f5JW 011111,1,1,1,1 x to Gp 0 3 0 ex� 0 i:4a\vgi � ate rip -a r 1.1 �" ( y 126 m� Sleet Number L-7 15 of 23 Ir1.:155.41342 Irrigation Plan 6CALE. ‘, •-1 • 111 ‘hr;;:k.E.SiririCEE 2 ; •14.41.111,0 Irrigation Plan 60ALEst..25/ (-800-432-4770 Sralt al e.u. OF ROMA INC DESIGN INTENT This project )e designed to [veranda 100% automated coverage to all trees, palms, shrubs. and grovndcover. The sod is not to be permanently enegated. The contractor shall hand water the sod every day for the first week alter it 15 Lud, then 3 times per week for thc next month, and finally twice a week for the second month. VALVE 50 !MULE es.v.El tl• 'Jf 2,10 1.41. 1151 IL,. 3133l 1. 5.4..4.3., 1737 3.35 21.30 1.C11.01 1.10 1.344W. r.irr • 1314 41.12 r.r1r 30•61.7,, 34,5 it./ f',..;7.1: 1.11/ 1,15 3L 93 .1. GU! 244.7,44,. 344/ 3Lai 34.15 1.404.5. 314.11.1.4/ 3152 3o.52 /7.43 1.10 e•tre senbar., 3‘.1111 37.40 1.1e sa.ea Is. 35.1> 4,10 4031 L4C • • (.0 • .. • Ricxvirobri Jr.. ,....,612;;;777 • - IRRIGATION I-IEAD LEGEND ??7111 ?TT 1' 5cc sheet I-G for full equipment schedule. a • 4_f— r• • ---- • r. • x. L1414•••••••••••11syl i - •NmEs g 15' h 11/../1.• I k' L IRRIGATION NOM . Cow min r aral retemYlo ......7114 Ile a wor • trromr rf:trivr" " In • I I 71714 1 a um ...mum.. el •••• *he o to." 3. 41114,.......01410.41,145.4.41.• beg tedio. 7. ow.,..../t40150.../.1.611.1m1.0,1/*•• VA we 4104....1.414 4• .r'ire.";:7C. 11745::::;:"Tf.eiFi: • or7"71thi' 7.ft4t ;n73:41,:=1 71 .4= /err14... r • as 0.414 1,441.4^1.4m.16... 3001,0.•[4.0 perry.. .It1..='• 4m1=..4*10= 1-.,44 14V•1e4. :Z=ms• o=wnalag:mteZ..t•t"3 . 10 .4 14$1.14111,.......1.1.1, IC. 1 T. 111..,.1.4.1../.1••••1 .1.144.14 OA. 1.4,40• dam.. .T74=4.1.4.11.74:41=47:1=1,..115 5.141.7.114.1.1._ 44, n.5.1.1.4.444.41.1.4.4...11•41,14...nut4.4.1.44140.,,o4.4.4,....141.1 ,nows. 044.441441.1s 5..1.4,14.4wr• opy.c.1.14 •••••• las 0 ••••••111.,10.• Scale: NOTED Dare: 1/20/09 Date Phi rd. 111/3/09 111 .0 .60 73: ; • A LI rstirrett2=-. Sheet Number I-1 16 of 23 u ohwn: 11I, Ias /4..4...1wpm 1,..ii6:f4ii-17-I .—:,.7.' \''----- ..•-• i....._ . sv...., • .... .. • I \ \ MI lCIE.IWOOD /.../FNIIF: .L.,........., \ \ Irrigation Plan sem. r. 20' • ------- irrigation Plan OCALE. I.20. MOS MINN MCONil CM. MU Mr 1-800-4.32-4770 31.020C Milt Mll Of no., uta • • - mottoParldusino. 1111)(ICWOOD ...•••••••11/••••rolemno• 1100GATION NEM) LEGIIND See sheet I.G for full equipment schadole. I 5^. Seek: NOTED Dam: I/20/09 Muni i00/09 Sheet Number 1-2 17 of 23 Purled 13153.013.02 Irrigation Plan CLAL , P.• 2C Irrigation Plan SCAM I•o2D, .e BOWS atyMC I MMO Gil TM MC r-800-432-4770 SWIM, /IMO,. Moll 1 uN.......wnrtl . Iw/•ot•.n..nlm) �X1/p/ tl N ebW n�..w14r1 1 W....L...... um IRRIGATION HEAD LEGEND rumvuroonnxxumnl 441...Ath2.1 cem.r ....A.....I..,.....yx�. r.r•w. 8471 104,54 ie ne-u w...... r...... •e�•r•r•ww "hrto.,11n .. ,.�.-.w. 449914 oeenn■ m mvm4ntlt 'r..:ei..ry..... Sec sheet 1-6 for full equipment ,chedue. INm I� w :....ram m - r •Ir I n ..u•l.,m.l•.••I • ae o.,.a.wu�nunl " • Scale: NOTED Data: 120109 Due Yl06d. IWS07 y 12 do111 II II II II 22 ty� • 0 cu. H ' 0 Sheet Number I-3 18 or 23 H irc16:1sa611a: t0tI7S;I:a uaf..1 .,a 1 Jn b 111 03 71. 111.2 WWI •1°��°Id°Wl 6NOU1 aa.tou mmS 9a•. . rt� 1✓a zL'•1T'•. 4,.�r,•... , 1 ••nr•,n„••Y„ ••T•r�4 Gtl; 1, 1 ', •nf • . •winpv4Ds 7uv udmlrr pni .lol 9'I poyc o0g " • tin::=a dJ&©mtcm tO®la iu000q r w•o.•e .... w. '`M" of 6bn6 Y W •. .r•.`«c� 365 Arig ,n.,We..an....w.,n ..,.,...', 61A 66 n..W-„,•••..w•,, .-ago :366 n . •.„.n • • r•.".,.. u a 6566 VVVVY 0N39a1 oval NOI1VSMI .�•• r.•,41) i•Nyw d_•_-,_ter . E I '• uJ4au•wvu° •••I,i°n4rnn« IIIII� 1rit Yarn do 11IJ b LYai _Pr Mean 0ll1hdEV-008iWOW 160178 tenon •d1V3G ueld uoli.e61.1.11 (uA wir l' ._.. - - 1, iP +u•Ifty w..tnvq lr ••. 1' C • 1u,14•,.•wln.r.nl .0Z •.1 '31V00 fw)w-••M••n - V! .1 \ L LIEU 11011.V %I.J,JI • to Irrigation Plan SCALE. Y Sao' Y • 0 •su l.� u n��1Yti nl' itiN avr:rb:r. it G .q• r 1h ft 1 Irrigation Flan OCALL! r..2o Waxa Warr =ON rur Par rerr 1-800-492-4770 "µ or nun. q [At t, ue s,. IRRIGATION It0AD LEGEND See sheet I-6 for fug equipment schedule. 4,6 Scale NOTED Dram: 1120109 Dne Pinned 10lf09 0 4 es gIII II II I J p¢2 bI pA bA rraeraLS.'—'--- 0 Sheet Number I-5 20 or 23 IF,Ia. 0: 135.613 02 201191514 uolw.l tZ Jo Iz 9—I laqulnN IaaIS 0 aQ tEr �l. ..(D. r•I.. 06 Q•' • • 6Wf IIW wWJILa 60/0t 1 :olv0 4EL.ON !Nut w...n .M_ lwl•n .rn kooles n W aa,...n NU n•w q.un.Wl.Ny .,fVl, Oiw wU nux YJ 'II gall EMI .LwLOY.wpaw+••l r.n•Iw.... von 0,1,74 ..14100.144,14,44 OL OS al Y,nJ•.+I• GC II a.r^v."...w;; O[ • 1 4.2.4.4 gong i : 1". : 07 a u �. I vc acL aJn•w-vv •r , m,N „r . ww.nw„-. sI O[ L, In NN•aV.an.w.W.....:::..':::::::L....:..::!. wY.nr, Jw Lj a va ci �, ICAWKJ x•uow. �u Gb fEl 1 mew ai,Jt{iIU 0814 ISM8366 6868 MMus in6a 6m6666 4,868 6468 wire Y • JV107II0S NOILVSIMI .lu .1 • �z�rf !f1 .oZ a d 91Y78 • "Lid UOlge6j.l.q 7� MVV.N 1).a SI AO ll.af OOg.IL OlL6-ZCh-OIM mmnai DX nviwl Lr •1: 1' i. 1 11i I oz .1 laivoe "Id uo14e6iaai 6- ul OO to vnu CnnDEB BEOnM Sw10. 3, TO TrEAT SIZE DPP OI 011TTERY OPERATED CONmOI BOODLE O2 SOLENOID 3 REUOTE CONTROL VALVE 0 VALVE BOX WITH COVER 8 maii GRADE Q © WATERPROOF COMMOTION: QUICK CONNECT mUCEVS (l Of 3) moso Ao.m.ITPI ay. TREE BUODLERINOTALLATTON Iul„tuu sranrscilaC l,u.,/ne 1 .:u.u4r 1 ' RISER DETAIL Ian 01.01.11,7 .e. r.«rB...4 MUM. I WY I fr.10tIdatt. era; Una 1J111.1.A. jtai ralouwu ..wtBllaw.on SLEEPS Itesu sparnulainsounso THIS ARE IRRIGATED WITH RECLAIME WATE ryretnnw nyronfar Yet. Ma Y_nrt 14u a.l.,.nw..w. iy/nn.rs Illu. utrawnn Man1wlSa - .,t4t.tNt,n1.,CM m a4n Wltl.r./a.m/ut MBIBwW WftfauBM4 RECLAIMED WATER WARNING SIGN ISOLATION VALVE TW 1w/'.uw�.�� .�.viaj� BAH TYPICAL TRENCHING DETAILS INBRITAB halo/ IWICAL SECLIZT 1.1104.0.4.1 POC !TALL VALVE DETAIL fnitarW. BAR IM,calrmauWtu.uu IlonnaaTnv. PEOEBTAL MOUNT CONTROLLER nmain ( �� 1 THRUST BLOCK NOBS 14y.IFoy MN.tuw,/.IwIJ/wA.atIFI. � M.BuhY.1wW.M ...M. .Br...t..4....1.w La6.0 w.wuW T. 1.�r.p. kS..pf.�.F11.u..n.W.r/.�...... cal AUROn./YIar.IMt .nP� q,�140,,tlT ,4xo..fln 0.016ix`m 1"uv1,10n, nw T.IOLUA1,11,11,1100).10174.011 C' 01 euua n°°Bwanrt. PW1 TYPICAL THRUSTOLOCIC DETAILS POP•U .BPRDLKLERATORAOE VALVE RETAIL .tiB to 1111T11 .I... npA,� r, 1...11a401nOrPIlMAI IMw1rwurmintn. �M.a...0 mo tom moon —nnnr/Tronml MOWN 4) Il Vl50lJ 'fr0a1 W Nl '41t meow:. cant INCLAIIMMI S,ol,: NOTED Dal, 10/82008 Dam i lomd. 1013107 F o• 3 G e O 2 III III • 0 Shoot N�urnbcr I—/ 22 of 23 1'To)Ta 00 uefi1301 e OCCII01(20 • UefAT m15F1.0 rAm•ntlrtu2 1. DCOCOTOIIO,WOuu CW2.YxeWrS 1f4Oeatbnbpr{dtU imam wsattanlrutdoanener sad shalbo owlbatad.lth U.opplo.bleporhbluollln ors,p.n.. C Mnteet of bnM.u//s•Irrl/nbn.p.lmb.hwnel She Jm .... Cmyhllnd t1U00l.ME nesn All .N mist vomit Una u/ aenlmmhys.l... prods's. I..,,...Jsst..am, s/ Ids44/ rra n,.du/uls :sam..rowu u� two.. .LA N1.N.u.oesll.oc. .lh Ns domino.. sndstenNu1lax 11(10.1 I1 ,od1Wnf orotL,Ind hams warns, t Its •.Oraatlen.mi ry.riAsabn 020010 002.1110 4Nnspa AaoUn. b.unA.uly. C. M.niWerlhb rarltrolsArdreturnIsAlst insbUy.uluWsnueatwc roonsulls Mvam ryeimM mMtsidn. Out y.bn.ntu l4vls«npin0e1 .Nrte,remr. I. ran loss%Aso 304p Gmdata al MMW Obt and sMOV.t .n/ una#Jlron O. pluu.N 61haa..per.tIMr. 2. 211ArtOWdap A 240014•Ie0M0.la pmp rN ennlreller rhea Is paarl101 sthu• soder sepror , bnuu2 Nl h Oar. M.mpt.., •IM I ICE .go4amnll C la.Z.bfrw,.I .u} Ihub.s pis(..• ware } R MALT Aa111IAALL A 144.14wp.I.d.W.4044.61ik1.tbn 4604404 MA auto I..J.Il n.. b d rd doe la Oa b.Iaa.tbn al ondnaeosN 6Nessw Fry. W ed a (Crs.4•AMDI. cancel.4al A.mdyfinemu.blo awns* WOW of mania. Aar.beul4daNeM nnnortannotIo r.raawd✓ ns.M, sod 6.A Mn.41..1b141nu) R 114000 4Nk•tlma•uets ands ssy..m.ry tenorsl.Uran4Itlw.N lay sr au.puw o lwa.pa.w2ent. fNd, dn.n rnp6M Is dl,.•rn..Vtand routed fa ddty. • la 1onrht rnhlfManrbnn sN aJl•st so lam.00ry to atremmeds 141•dm/s teawnbA c C,..tn w. d..Nn.p.nw.r. nrinnu., at;Menetfl.UJU ar.n. IM.nrimi l eon m rho plow prior ra oammue.n •ate s 1.a.L CODEDNID OTNI0NO5r Wary411s11 esne rhh.e Mehm@ad.nbr Tar.. cal WIs01.0.(ASTU).1110U44.I C4ac0O Cal. L NaWI.URIrD01IIGUUrOlyA000111. Wngahaaac.pydth m4s, a.ucan.lad.surd W.al aa.mr&na •flMVlr. L WA.11ESn1t0. C•a.•anr shalnstf ...ITn*ses(d4 11.. mad t4)sl eMMb•no..n 1.8.02 TIINIRdO.M CmGua•Ma peon al materWs end bat •tri.t A.An Gan snrssss M,MtprnUe lad 0000002..erary oresss•4 br Ow prouritssd shop.. Hs sbslbs 460 for sod JmnmvarGjuynler pmprtyNammpaurr as smt of Ala neAlmas IMpesaml•m,t 0. 0OmVMam1I A p10NI°Cm10IOm*, L bep.eabn.COML../nu..mu* tba•nn mad ear.IllbnouNsr.Wel Irsdsreue.l seawn Is nlA tno arasdesdy.ML.ds<.Mf. #k4.,1.n Amities d.anoddrulrotla Fraser epa Rr..a.Ill then\ ntluestnywurted. eaut•J. .noder 001r4Y,4y.M1 yms.D.IhnbWIW11n. rtradral.parb.0•114.1.01111sarstrA Le pad✓• agdauNon.nAry and so G Va1M.Oseb•frrr lnslaNdln ma rho eta. 2. Obnllsso.le,I* bwuddrn&.a.d/esarata,Mbks another dabs. Se•aaobrll.4. the Matal.Urn gmtUn rhos Aug Mnwrllron 0. DC1gWU1n10 L C.O•sM.ru.Jwpond miss ..In.te4sMksM,laJJy red CsnG.tw. 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