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HomeMy WebLinkAbout2006-191 RESOLUTION NO. 2006- 191 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, AUTHORIZING THE EXECUTION OF DISTRICT FOUR LANDSCAPE MAINTENANCE MEMORANDUM OF AGREEMENT WITH RESPECT TO US#1 (State Road No. 5) WHEREAS, the State of Florida Department of Transportation wishes to install $394,942.00 worth of landscaping and irrigation within the right-of-way of US #1 (SR 5); and WHEREAS, in consideration of the Department's installation of landscaping improvements they wish Indian River County to maintain the installed landscaping. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA that the Chairman is authorized to execute District Four Maintenance Memorandum of Agreement as described above. The resolution was moved for adoption by Commissioner Bowden , and the motion was seconded by Commissioner Davis , and, upon being put to a vote, the vote was as follows: ' Chairman Gary C. Wheeler Aye Vice-Chairman Sandra L. Bowden Aye Commissioner Wesley S. Davis Aye Commissioner Joseph E. Flescher Aye Commissioner Peter D. O'Bryan - The Chairman thereupon declared the resolution duly passed and adopted this 19th day of Decembe1 006. BOARD OF COUNTY COMMISSIONERS 'INDIAN RIVER COUNTY, FLORIDA Gary C. eeler,'Chairman ATTEST: Jeffrey K. Barton, Clerk By: &a 4Z4� V *Z�Z4_1 Deputy Clerk 44 ApprovC fan a fficiency By: WilliamR. DeBraal Assistant County Attorney F:\Public Works\Luanne M\ResolutionsWSI MOA res 12-8-06.doc /0� SECTION NO.: 88010- l i FM NO.(s): 228583-5-52-01 COUNTY: Indian River S.R. NO.: 5 DISTRICT FOUR (4) MAINTENANCE MEMORANDUM OF AGREEMENT THIS AGREEMENT, made and entered into this dayof 20___,by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, a component agency of the State of Florida,hereinafter called the DEPARTMENT and Indian River County, a political subdivision of the State of Florida, .existing under the Laws of Florida, hereinafter called the AGENCY. WITNESSETH: WHEREAS, the DEPARTMENT has jurisdiction over State Road 5 as part of the State Highway System; and WHEREAS, as part of the continual updating of the State of Florida Highway System, the DEPARTMENT, for the purpose of safety, protection of the investment and other reasons, has . constructed and does maintain the highway facility as described in Exhibit A attached hereto and incorporated by referenceherein, within the corporate limits (or unincorporated if County) of the AGENCY; and WHEREAS, the AGENCY is of the opinion that said highway facilities that contain landscape medians and areas outside the travel way to the right of way line, excluding standard conczete sidewalk,shall be maintained by periodic trimming,cutting,weeding,mowing, fertilizing, 'ck-up,necessary replanting, irrigation repairs, and median concrete replacements as needed; and HEREAS,the parties hereto mutually recognize 'he i.,*ed for entering into an Agreement designating and setting forth the responsibilities of each party; and WHEREAS, the AGENCY by Resolution No2006-191lated 12/19. , 2006 , attached hereto and by this reference made a part hereof, desires to enter into this Agreement and authorizes its officers to do so; NOW THEREFORE, for and in consideration of the mutual benefits to flow each to the other, the parties covenant and agree as follows: 1. The DEPARTMENT hereby agrees to install or cause to be installed landscape, irrigation and/or hardscape on the highway facilities substantially as specified in the initial plans and specifications hereinafter referred to as the Project and incorporated herein as Exhibit B. If there are any major changes to the plans, the Department shall provide the modified plans and the AGENCY shall provide their approval or disapproval within 10 business days. The Department may elect to withdraw the landscape if changes are not approved within the given time frame. Hardscape shall mean any non-standard roadway, sidewalk or median surface such as,but not limited to interlocking concrete or brick pavers, stamped asphalt and stamped concrete. 2. The AGENCY agrees to maintain the landscape and irrigation within the medians and areas outside the travel way to the right of way line by periodic trimming, cutting, mowing, fertilizing, curb and sidewalk edging, litter pickup and necessary replanting, following the DEPARTMENT'S landscape safety and plant care guidelines and as provide by Exhibit D. The AGENCY'S responsibility for maintenance shall include all landscaped/turfed areas and areas covered with interlocking pavers or similar type surfacing (hardscape) within the median and areas within the travel way to the right of way line, including paver sidewalks, paver intersections and all paver header curbs,stamped asphalt and concrete areas.It shall be the responsibility of the AGENCY to restore an unacceptable ride condition of the roadway caused by the differential characteristics of the paver brick and/or the header curb on Department of Transportation right-of-way within the limits of the Project. Such maintenance to be provided by the AGENCY is specifically set out as follows: To maintain, which.means the proper watering and fertilization of all plants and keeping them as free as practicable from disease and harmful insects; to properly mulch the plant beds; to keep the premises free of weeds; to mow and/or cut the grass to a proper length; to properly prune all plants which includes: (1)removing dead or diseased parts of plants,or(2) pinning such parts thereof which present.a visual hazard for those using the roadway. To maintain also means removing or replacing dead or diseased plants in their entirety, or removing or replacing those that fall below original Project standards. All plants removed for whatever reason shall be replaced by plants of the same size and grade as specified in the original plans and specifications. To maintain also means to keep the hardscape areas free from weeds and replacement of any areas becoming in disrepair so as to cause a safety hazard. To maintain also means to keep litter-removed from the median and areas outside too +,•a.,A y 'I-h ��,+ y �1 ,,o t� + h t1v LlGLV.,I way to e r1gl1t of way Mlle. Plants shall e hose items which would be scientifically classified as plants and include but are not limited to trees, grass, or shrubs: If it becomes necessary to provide utilities to the median or side areas (water/electricity) for these improvements, all costs associated with irrigation maintenance, impact fees and connections as well as. on-going cost of water are the maintaining AGENCY'S responsibility. The above named functions to be performed by the AGENCY, may be subject to periodic inspections by the DEPARTMENT at the discretion of the DEPARTMENT. Such inspection findings will be shared with the AGENCY and shall be the basis of all decisions regarding,repayment;reworking or Agreement termination. The AGENCY shall not change or deviate from said plans without written approval of the DEPARTMENT. 3. If at any time after the AGENCY has assumed the landscape installation and/or maintenance responsibility above-mentioned, it shall come to the attention of the DEPARTMENT'S District Secretary that the limits or a.part thereof is not properly maintained pursuant to the terms of this Agreement, said District Secretary may at his option issue a written notice that a deficiency or deficiencies exist(s), by sending a certified letter to the AGENCY,to place said AGENCY.on notice thereof. Thereafter the AGENCY shall have a period of thirty (30) calendar days within which to correct the cited deficiencies. If said deficiencies are not corrected within this time period,the DEPARTMENT may at its option,proceed as follows: (a) Maintain the landscape or a part thereof, with DEPARTMENT or contractor's personnel and invoice the AGENCY for expenses incurred, or (b) Terminate the Agreement in accordance with Paragraph 7 of this Agreement and remove, by DEPARTMENT or contractor's personnel, all of the landscape/hardscape installed under this Agreement or any preceding agreements except as to trees and palms and charge the AGENCY the reasonable cost of such removal. 4. It is understood between the parties hereto that the landscape covered by this Agreement may be removed,relocated or adjusted at any time in the future as determined to be necessary by the DEPARTMENT in order that the adjacent state road be widened, altered or otherwise changed to meet with future criteria or planning of the DEPARTMENT. The AGENCY shall be given sixty(60) calendar days notice to remove said landscape after which time the DEPARTMENT may remove same. All permits (including tree permits), fees, and any mitigation associated with the removal,relocation or adjustments of these improvements are the maintaining AGENCY'S responsibility. 5. The DEPARTMENT agrees to enter into a contract for the installation of landscape Project for an amount not to exceed S 394,942.00 as defined in Exhibit C. The DEPARTMENT'S participation in the Project cost, as described in Exhibit C is limited to only those items which are directlyrelated to this Project. The AGENCY shall be invited to assist the DEPARTMENT in final inspection at the end of the contractor's 365 day warranty and establishment period. 6. The AGENCY agrees to reimburse the DEPARTMENT all monies expended for the Project, should the landscape/hardscape areas fail to be maintained in accordance with the terms and conditions of this Agreement. 7. This Agreement may be terminated under any one (1) of the following conditions: (a) By the DEPARTMENT,if the AGENCY fails to perform its duties under Paragraph 3, following ten (10) days written notice. (b) By the DEPARTMENT, for refusal by the AGENCY to allow public access to all documents,papers, letters, or other material subject to the provisions of Chapter 119, Florida Statutes, and made or received by the AGENCY in conjunction with this Agreement. 8. The term of this Agreement commences upon execution. 9. To the extent permitted by law, the AGENCY shall indemnify and hold harmless the DEPARTMENT, its officers and employees from all suits, actions, claims and liability arising out of the AGENCY'S negligent performance of the work under this agreement, or due to the failure of the AGENCY to maintain the Project in conformance with the standards described in Section 2 of this Agreement. 10. The AGENCY may construct additional landscape/hardscape within the limits of the rights- of-ways identified as a result of this document, subject to the following conditions: (a) Plans for any new landscape/hardscape shall be subject to approval by the DEPARTMENT. The AGENCY shall not change or deviate from said plans without Written approval by the DEPARTMENT. (b) All landscape shall be developed and implemented in accordance with appropriate state safety and road design standards; (c) The AGENCY agrees to comply with the requirements of this Agreement with regard to any additional landscape installed; (d) No change will be made in the payment terms established under item number five(5) of this'Agreement due to any increase in cost to the DEPARTMENT resulting from the installation of landscape added under this paragraph. 11. This writing embodies the entire Agreement and understanding between the parties hereto and there are no other Agreements and understanding, oral or written,with reference to the subject matter hereof that are not merged herein and superseded hereby. 12. The DEPARTMENT, during any fiscal year,shall not expend money,incur any liability,or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written,made in violation of this subsection is null and void,and no money may be paid on such contract. The DEPARTMENT shall require a statement from the Comptroller of the.DEPARTMENT that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding one (1) year, but any contract so made shall be executoiy only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the DEPARTMENT which are for an amount in excess of TWENTY FIVE THOUSAND DOLLARS ($25,000.00) and which have a term for a period of more than 1 year. 13. The DEPARTMENT'S District Secretary shall decide all questions,difficulties and disputes of any nature whatsoever that may arise under or by reason of this Agreement, the prosecution or fulfillment of the service hereunder and the character, quality, amount and value thereof; and his decision upon all claims, questions and disputes shall be final and conclusive upon the parties hereto. 14. This Agreement may not be assigned or transferred by the AGENCY in whole or part without the consent of the DEPARTMENT. 15. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. In the event of a conflict between any portion of the contract and Florida law, the laws of Florida shall prevail. 16. Any and all notices given or required under this Agreement shall be in writing and either personally delivered with receipt acknowledgement'or sent by certified mail, return receipt requested. All notices shall be sent to the following addresses: If to the Department: If to the Agency: State of Florida Department of Transportation Indian River County 3400 West Commercial Blvd. 1840 25t" . Street Ft. Lauderdale, FL 33309-3421 Vero Beach, Florida 32960 Attention: Elisabeth A. Hassett, R.L.A. Attention: James W. Davis, P.E. FDOT District IV Landscape Architect Public Works Director IN WITNESS WHEREOF, the parties hereto have executed this Agreement effective the day and year first above written. AGENCY STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By:_ C irperson Transportation Development Director Date Attest: SEAL) Attest: (SEAL) Clerk Executive Secretary App oyal as to Fom7 j Date Approval as to Form. Date 3 SECTION NO.: 88010 FM NO.(s): '228583-5-52-01 COUNTY: Indian River S.R. NO.: 5 EXHIBIT A I. PROJECT LOCATION: State Road 5 from sta: 650+79.31 (M.P. 1.89) to 740+74.46 (M.P. 3.533) II. PROJECT LOCATION MAP: :MAPBVESi; � Ind ., ar.kd° 6—ltm vNlvmerc O PNF.r+:re RJ � � cle �oWaaavw B.W Jwakaaae IUV nlnnrt 94.14 NRNv B<aNl m aNnl IMiin Rher3nmv°. g - re lcly. b ap p SNJ 91 rl ° oor«a 41st si N _ N kd P°n bbl R1°m:e axrcn qpq ) • :60) 5L .: ).q,91...-. 6� ::. Mlh St ero Baxh Abmr Pn-r am sl a i ri? `9 e0sb 1k.—d Pah r 6 3 iy H C1a06 Nvp ,re -' E Indiiv Rd 01006 NAVTEO SECTION NO.: 88010- FM NO.(s): 228583-5-52-01 COUNTY: Indian River S.R. NO.: 5 EXHIBIT B The DEPARTMENT agrees to install the Project with a contractor in accordance with the plans and specifications attached hereto and incorporated herein. Please see attached plans prepared by Land Design South Dated 9-11-06 SECTION NO.: 88010 FM NO.(s): 228583-5-52-01 COUNTY: Indian River S.R. NO.: 5 EXIH[IBIT C PROJECT COST This Exhibit forms an integral part of the DISTRICT FOUR(4) HIGHWAY MAINTENANCE MEMORANDUM OF AGREEMENT between the State of Florida, Department of Transportation and the AGENCY. Dated September 11, 2006 I. APPROXIMATE PROJECT COST: $ 394,942.00 IRRIGATION SYSTEM - OPINION OF CONSTRUCTION COST SR 5/US -Indian River County FPID 228583-5-52-01 Prepared By: Masuen Consulting,LLC Date: September 7,2006 Revised: N/A Pay Item Item Unit Qty. Unit Price Total PVC Main Line 4" LF 8,450 $6.50 $54,925.00 PVC Lateral Line 3/4"-2 1/2" LF 14,235 $3.00 $42,705.00 PVC Sleeving 8" LF 1,350 $11.00 $14,850.00 2"gray LF 1,350 $4.50 $6;075.00 Ductile Iron GV 4" 1 LF I 1 2 $800.00 1 1 $1,600.00 RCV 590-70 2„ EA 27 $600.00 $16,200.00 1-1/2" 1 EA 1 1 4 $500.00 1 1 $2,000.00 Spray Heads 6"and 12"and Risers EA 895 $50.00 $44,750.00 Pump Station Hoover HSF-5.00S,230/3-A,E40,W EA 1 $10,000.00 $10,000.00 Sub Total $193,105.00 Profit/Overhead $38,621.00 590-70 Grand Total Ls7 1 $231,726.00 SR 5/US 1 Indian River County-PID 228583-5-52-01 Cost Estimate for Landscape Pay Items Symbol I Quantity l Unit Cost I Total Cost Specification Small Pay Items-580-1 I Chrysobalanus icaco'Red Tip'-Red Tip Cocoplum Cl 63 $9.00 $567.00 #3, ------ - ---------------- Euphorbia milii'Rosy'-Pink Dwarf Crown of Thorns EU 980 $9.00 $8,820.00 #2, 10"x 10:, 18"OC. -- — ---- --------- Ficus microcarpa'Green Island'-Green Island Ficus FG 4,992 $7.00 $34,944.00 #3, 18"x I8",24"OC. Hamelia patens'Compacta'-Dwarf Firebush HPD 1,582 $9.00 $14,238.00 #3, 18"x 18",24"OC. Juniperus chinensis parsonii-Parsons,Juniper JP 168 $9.00 $1,512.00 #2, 10"x 10:, 18"OC. — -- ------ ---- ----------- Rhaphiolepis indica-Indian Hawthorn RI 355 $9.00 $3,195.00 #3, 18"x 18",24"OC. Schefflera arboricola'Trinette'-Dwarf Variegated Schefflera SAV 980 $9.00 $8,820.00 #3, I8"x 18",24"OC. Zamia floridana-Florida Coontie ZF 80 $24.00 $1,920.00 #3, 18"x 18",24"OC. Small Pay Item Lanscape Material Total- $74,016.00 I Symbol Quantity Unit Cost Total Cost � Specification 77717777777--7-7, 7 Large Pay Items-580-1-2 Livistona decipiens-Ribbon Palm LD 15 $150.00 $2,250.00 B&B, 10'CT Lagerstroemia'Tuscarora'-Watermelon Crepe Myrtle LI 146 $200.00 $29,200.00 B&B, 12'X 6',limb up 5',Multi Trunk Quercus virginiana-Live Oak QV 69 $750.00 $51,750.00 B&B, 16'x 8',5"cal.,8'CT Sabal palmetto-Sabal Palm SP 30 $200.00 $6,000.00 B&B, 10-16'CT,Staggered,Booted Large Pay Item Lanscape Material Total- $89,200.00 GRAND TOTAL COST I $163,216.00 ----- ----- Notes: I. This is a Conceptual Cost Estimate. Price reflects current plant prices,availability and specifications. 2. Grand Total Cost does not include sod and irrigation. T-- ----- --- � I SECTION NO.: 88010- FM NO.(s): 228583-5-52-01 COUNTY: Indian River S.R. NO.: 5 EXHIBIT D MAINTENANCE PLAN This Exhibit forms an integral part of the DISTRICT FOUR (4) HIGHWAY MAINTENANCE MEMORANDUM OF AGREEMENT between the State of Florida, Department of Transportation and the AGENCY. Dated: September 11, 2006 E,.r`'i'.-i'i�3'lcf':f' fi? 1'•,it€i -'C4.)r1 *3.�4t., ?'�;5?: 't:ii$i"Et:C . . . MAINTENANCE PIAN Project Name: State Road 5 Project Limits: Sta. 650+79.31 to 740+74.46 FM No.: _228583-1-52-01 Agency:_Indian River County_ The purpose for the following performance based descriptions of landscape maintenance practices.is to allow the plant material on your project to thrive in a safe and vigorous manner. Plantings shall be maintained to provide required visibility and conform to all of the required setbacks as set forth by Florida Department of Transportation's governing standards and specifications; FDOT Design Standards (Most Current Date) and Standard Specifications for Road and Bridge Construction (Most Current Date), as amended by contract documents. Watering Requirements: Watering is probably the most critical concern regarding the maintenance of healthy plant material. The amount of water to apply at any one time varies with the weather, drainage, conditions and water holding capacity of the soil. Proper watering techniques should provide even and thorough water dispersal to wet the entire root zone but not to saturate the soil and should avoid over-spray onto travel lanes. Furthermore, the Agency should maintain the rain sensors (if on an irrigation system), to ensure that they are functioning properly and that the system does shut down when there is sufficient rainfall. Avoid extremes in watering. Light, frequent watering is ineffective and produces shallow root systems. Excessive watering that keeps the root zones saturated may kill the plant material due to the lack of available air to the root zone. A typical rule of thumb is that turf areas should receive on an average, a minimum of V of water per week, with an equal or lesser amount for trees and shrubs, depending on their individual water usage. Irrigation: Ensure there is no roadway overspray or irrigation activities during the daytime hours (most notably rush hour traffic periods). Fertill zation/Insecticides/Fun icides: Due to the poor shallow root soils of the South Florida area, coupled with heavy rainfall during the growing season, available nutrient levels for landscape materials are very low, therefore nutrient amendments are essential. A soil analysis of each planting site should be done to determine the nutrient levels needed for vigorous plant growth. Palms, shrubs, trees and turf areas should be fertilized in such a manner and frequency to ensure that the plant material remains healthy, without under or over nourishing them. An integrated plant management program is required to ensure healthy plants, free of disease and pests. Insecticides and fungicides shall be applied as needed to ensure that plants and grass remain pest and disease free. Mulching: Planting beds should be mulched in such a manner as to: prevent weed growth, retain moisture for use by plants, protect soil from erosion and the loss of nutrients, maintain a more uniform soil temperature and maintain a manicured appearance. Mulch should always be kept away from the trunks of trees, shrubs and palms to prevent rotting and susceptibility to disease. No Cypress mulch should be utilized. Pruning: All pruning shall adhere to ANSI A300 standards (and safety criteria adhered to) and shall be overseen by an ISA Certified Arborist. The older fronds on the Royal Palms shall be routinely pruned to insure that fronds do not fall onto any travel lanes. All pruning shall be done with the health and natural growth of the plant materials in mind and to specific pruning heights of the landscape material shall be determined in order to maintain clear site windows and vertical clearances for pedestrian and trick traffic where applicable. Visibility windows must be free of obstructions. The desired growth habit in landscape planting beds shall be such that shrubs of the same species shall develop into a single mass and be kept separate from adjacent masses of other species. Staking and Guying_ All staking material (except for replacements) will be removed at the completion of the one year warranty period before the city takes over. Turf Mowing: All grassed.areas are to be mowed and trimmed with sufficient frequency to maintain a neat and clean appearance. Litter Control: The project site shall remain litter free.. WeedinWHerbicide: All planting areas shall be maintained to be as weed free as possible with mechanical and/or chemical weeding, and where specified on plans, with mulch properly applied and maintained. When utilizing herbicide, extreme care should be taken to avoid any overspray onto plant materials. Any damage resulting from overspray will be the applicator's responsibility to restore per approved plan. STATE OF FLORIDA 7PR-alEcr DEPARTMENT ®F TRANSPORTATI®N�'ONTRA CT PLAINSFINANCIAL PROJECT ID 228583-5-52-0I (FEDERAL FUNDS) FT P¢RCE INDEX OF LANDSCAPE PLANS INDIAN .RIVER COUNTY (880/0) 10-0/ KEY SHEET LD-02-LD-05 TABULATION OF QUANTITIES STATE ROAD NO. 5 LaAT LD-06-LD-21 LANDSCAPE PLANS APUS FT uvaERlwE LD_22 IRRIGATION TABULATION OF QUANTITIES - MIMI LO_2j IRRIGATION DETAILS LD-24-LD-3B IRRIGATION PLANS LANDSCAPE PLANS AEY YES' LANDCAPE DRAWINGS TO BE SUBMITTED TO: .. BILL HARDY FOOT DISTRICT IV STRUCTURES DESIGN OFFICE 3400 WEST COMMERCIAL BLVD. FT, LAUDERDALE,FL 33309 PLANS PREPARED BY: LANDs,rm,00 MICENTREWKWO R. DESIGNWwRBEAC "" " SOUTH (W)478U' wa�+Nd+aa.dr*ro m.I�a ROBEUBaM LAREG#997 GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, - CERTIFICATE OF AUTHORIZATION NO:000206 DESIGN STANDARDS DATED 2706, VENDOR I.O.NUMBER:F65-0759555 AND STANOMOS SPEC/FICAT/ONS FOR ROAD AND FOOT CONTRACT NUMBER.C-BC94 BRIDGE CONSTRUCTION DATED 2004, AS AMENDED BY CONTRACT DOCUMENTS. NOTE:THE SCALE OF THESE PUNS MAY HAVE CHANGED DUE TO REPRODUCTION. APPLICABLE DESIGN STANDARDS MODIFICATIONS:7-01-06 g r ossl srom'a Mrom.1t..dlcl SA/A s°romoro /me fol-119.m SH"1: nHa9i.»,YaolsrolA.TL�.YYe4 smAY REVISIONS KEY SHEET REVISIONS NApE ARCHITECT DATE BY DESCRIPTION OF RfCORO: ROBERT A.BENTZ RLA LA.NO: 997 FISCAL SHEET YEAR NO. FOOT PROJECT MANAGER: JOHN OLSON,P.E. 08 LD-1 mord osnzizcar osrom w P:b09bWJb09J Nb2A58155NHWMs[pvpLopdpn LANDSCAPE TAB ULA TI®N OF QUANTITIES SHEET NUMBERS TOTAL GRAND REF. PAY THIS TOTAL SHEET ITEM N0. SYM DESCRIPTION SIZE UNIT �_5 LD-6 LO-7 LD-8 LD-9 SHEET PLAN FINAL PIAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 580-1-I (SMALL PLANTS) EA63 . . Cl Chrysobalaws(Coco 'Red T/p'- Red Tlp Cocop'um *3,18'x 18,24'a'. 36 27 444 EU Eupharblo mll/l 'Rosy'- Plnk Dwarf Crown o/ Thorns *2,10'r l0:,16'OC. 155 70 220 5 FG Flws mlcr000rpa 'Green Island'-Green lslond F/ws *3,18'x 18',24'OC. 512 64 576 HP Homello pofere 'Compoclo'-Dwarr Firebush *3,18'x 18',24'OC. 152 56 208 JP Junlperus chlnensls parson//-Parsons Juniper *2,10'x 10:,18'OC. 84 84 168 RI Rhophlolepls fndlca- Indlon Hawthorn *3,18'x 18',24'OC. 155 155 SAV Scherrlero arborknlo 'rrinette'- Avr.Vor.Scherflero *3,IS'r 18',24'OC. 140 140 ZF Zamla rlorldana-Florida coonlle *3,18'x l8',24'OC. 560-1-2 (LARGE PLANTS) EA. LD LNlstow dec/plens-Ribbon Polm B&B,10'Cr 2 1 3 6 Lf Logerstroanilo 'Tuswroro'-Watermelon Crepe AtIrtle B&B,12' X 6',limb up 5',Multl Trunk 14 6 20 OV Ouerws vlrglnkw- Llve Oak B&B,16' r 8',5'col.,8'CT l 12 SP Sabal palmetto- Sabal Polm B&B,10-16'CT,Slopgered,Booted 4 8 C O W xO O 2 N 4 oU W 2 W N I 4 O O W W W W i REVIS/ONS STA 78 OF FLORIDA SHEET ATE BI• DESCRIPTION DATE BY DESCRIPTION DEPARTMENT OF 7RANSAORTA77ON LANDSCAPE NO. g0A0 NO. COUNTY F/NANCIAL PRbIECT/D 228583-5-52-D/ TABULA TION OF QUANTITIES LD-2 5 INDIAN RIVER �,y/// 03/IT/ZW6 paY6:JJ AY a+`603�B03.J�J n�ZZe5BJe5Za,voMasyvaWmal.Ogn LANDSCAPE TAB ULA TI®N OF QUANTITIES SHEET NUMBERS TOTAL GRAND REF. PAY SIZE SYM DESCRIPTION UNIT THIS ITEM NO. (D-10 LD-!/ (O-l2 CD-l3 LO-/4 SHEET TOTAL SHEET PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 560-1-1 tSMALL PLANTS) EA. CI Chrysobolanus /c000 'Red TIO'- Red TIO Complum tri,IB'x 18',24'OC. EU EUpx)rblo mill) 'Rory'-Pink Oworf Crown of Thorns r/2,10'x 10:,18'X. 65 65 140 65 335 FG Flow mlcroeorpo 'Groep Island'-Gram Island Ficus *J,18'x 18',24'OC. 364 640 256 384 832 2496 HPE Hamella pafens 'Compocta'- Dwarf Flrebush *J,18'x 18',24'OC. 114 218 90 122 262 806 JP Junlperus ch/nensls parsonit- Parsons Junlper •2,10'x 10:,/8'X. RI Rhoprlolepls lodlca- Indlon Howthorn ♦3,18'x 18',24'OC. _ SAV SUufflero arbor/colo 'Trinette'- Qvf. Var. SUrcrflera *3,18'x 18',24'OC. 140 140 1 140 140 560 ZF Zamla florldow- Florida Coonlle e'3,18'x 18',24'OC. 580-1-2 (LARGE PLANTS) EA. LO L/v/stow dedptenr-RILNon Palm 848,10'CT l 1 2 1 5 LI Lagerstroemlo 'Tuscarora'-Watermelon Crepe Myrtle 848,12' X 6',I/mb up 5',Mull! Trunk 10 20 10 12 21 75 OV Quercus v/rylnlana- Live Oak B&8,16'x 8',5'cal.,8'CT 6 IO 4 6 12 38 SP Sabo/palmetto- Sabal Palm B&B,/0-/6'Cr,Sfopgered,Booted 5 5 5 5 20 li 4 g ✓i N W� O W N O O N 4 DU U W 2 W W W 2 ti W 4 O W 2 2 REVISIONS STA7W OF FLORIDA SHEET DATE Rr DESCRIPTION DA 6r DESCRIPTION DggsRTME]VT OF 77UIVSPOR7A770N LANDSCAPE • ROAD NO. COUNTY I FINANCIAL PROTECT/O 5 Sr. LUCIf 228583-5-52-0I TABULA TION OF 0UANTITIE5 ca-3 �N! osnva MIUR AV 0.,wvvI.J` j M22959]552eVavxoVaWNWAp, LANDSCAPE TAB ULA TI®N OF QUANTITIES SHEET NUMBERS TOTAL GRAND REF. PAY THIS TOTAL SHEET ITEM NO. SYM DESCRIPTION SIZE UNIT LO-15 LO-16 LD-17 LD-18 LD-18 SHEET PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 580-1-1 (SMALL PLANTS) £A. Cl Chrysoba/anus/cam 'Red Tlp'- Red TID Cocodum #3,l8'x 18',24'OC. EU Euphorblo Will 'Rosy'- Plnk Dwarf Crown of Thorns s2,10'x 10:,18'OC. 65 70 65 200 FG Flcus mIcrocorpo 'Green Island'-Green Island Flcus it3,18'x 18',24'OC. 51 83 128 1472 HP Homella potens 'Compacta'- Dwarf Flrebush a3,18'x 18',24'OC. 6 166 244 418 JP Junlperus ch/nensis porsonll-Parsons Juniper #2,10'x 10:,18'OC. RI Rhoohlo/epls Indica- lndlan Hawthorn u3,18'x 18',24:OC. 60 140 200 SAV Schefflero arborlcolo 'Tr/nette'- Dwf. Vor. Schefflero it3,18'x 18',Z4'a'. 140 /40 280 ZF Zamlo f/orldono-Florldo Coontle a3,18'x I8',24'OC. ' 580-1-2 (LARGE PLANTS) EA. LO LNIs1mm declplens-Rlbbon Palm 8&B,10'CT I 1 1 4 LI Logerstrowla 'Tuscarora'-Watermelon Crepe Myrtle B&B,12'X 6',limb up 5',Mulll Trunk I /3 23 37 OV Quercus vlr tnlona- Vve Oak B&B,16' x 8', 5'col.,8'Cr 7 / 22 SP Sabal pol atio- Sabal Palm B&B,10-16' CT,StoWered,Booted 5 5 t0 8 N V R x O O W W V W I W 2 N ti O W C W 4 O W W Z REVISI O AS STATE OF FLORLDA SHEET OATf BY DESCR/PTTON DA BY DESCRIPTIONDEPARTMENT OF 7X"SPORT4770N NO. LANDSCAPE ROAD NO. CONNTY FINANCIAL PROJECT lO s sr. LuclE 1228583-5-52-0/ TABULATION OF QUANTITIES LD-4 mill/ maz/xG W:16,35 Ax 0:`x03�•J`Aa6J n,22e54J552(uVwnacOVaDpMal.apn LANDSCAPE TABULATION OF QUANTITIES SHEET NUMBERS TOTAL GRAND REF. PAY 1,M DESCRIPTION SIZE UNIT THIS TOTAL SHEET S ITEM N0. LD-20 LO-21 SHEET PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 560-1-1 (SMALL PLANTS) EA. Cl Chrysobolams [taco 'Red Tlp'- Red TIP Cocap/um Jt3,18'x 18',24'OC. 63. EU Eu^rbla Will 'Rosy'-P[nk DVarf Craven of T/grns k2,10'x/0:,18'OC. 980 FG Ficus macrocarpa 'Green Island'-Green Island F1cus *3,18'x 16',24'OC. 448 448 4992 HPD Hamella patens 'Conwcto'-Dwarf F[rebush s3,18'x 18',24'OC. 152 152 1562 JP Junlperus chinens/s parsonll-Parsons Juniper •2,10'x 10:,18'OC. 158 R/ RhopNlolePls Indica- Indian HowthDrn u3,18'x 18',24'LC. 355 SAV Scherflero arborloolo 'Trinette'-Owf. Vor. Schefflera r3,IB'x 18',24'OC. 960 ZF Zamlo floridana-Flor/do Coontle 413,18'x IB',24'W. 80 80 80 i 580-1-2 (LARGE PLANTS) EA. LO Llvislono dectplens-Rtbbon Palm B&B,10'CT 1 1 I5 LI Logerstroemlo 'Tuscororo'-Watermelon Crepe Myrtle B&B,/2'X 6',limb up 5',Mu/11 Trunk 16 /6 146 OV Quercus vlrg/n1om- Live Oak B&B,16'x 8',5'col.,8'CT 7 7 69 SP Sabal palmetto- Sobal Palm B&B,10-16'CT,Staggered,Booted 30 �i 8 J W O j W N O U W V W i W i N I 4 C W ---------------- C Z W C W i W REVISIONS STA TE OF 11.ORIVA SHEET DATE BY DESCRIPTION DA f DESCRIPTION 0BPARTM6NT OF 77ZANSPYIRTA770N LANDSCAPE NO. ROAD NO, COUNTY FINANCIAL PROJECT ID 5 ST. LUCIE 228583-5-52-01 TABULA TION OF 0UANTITIES LD-5 -"J o3rvizaw oe:w:n AN P`�9�ea3.]bWJ AY295e]553bVads[➢VOIOKKtlApn r ' T A1✓ 1, — i _ J. ,. , y.�/. /. „ .. .. ...... .. �„ -- o `ll0 _ r ' �l S:; vET Ill Ila ll.4 1. - -6_-- _ -�-- - --.-.-. ...5-.4.--.— ........ ..-_. ..==-.i.... -- -.6.. „ ......... ..... � .. ...... .. .... /'a.A•-...._... `y W 4 O W I W >J 2 R E V 15 I 0 N 5 5TA78 OF H"JDA - SHEET DATBr OESCRIPrION OarE Bi DESCRIPTION LA9M IM DEPARTMENT OF TRANSPORTATION NO. DESIGND N "��'"�H& ( )tme� ROAD N0. CWN T �FIIAICIAR0/ECT IO LANDSCAPE PLANSOUTH LD-6 . mm..�rA)4M5-52-01 CERTIFK'ATE OF AUTROR/ZAT/ON N0:OOOZ06 ngll/ 03/l7/2Wfi 06Y6:Sl AV O:��B03•J�.J m22B5BJ552NvmtluyWa+b9/Aon , .... - LD Qy 15 //6 /17 /18 !l9 2 /20 4 V o zG --- - — 657 r 6584..: „ 659 660 "" STATE ROAD 5 O a C/ EU — 155JEUN 36 80 JP JP 75 42 42 H _ o � yf O K p W t W 4 O W 2 R EV/S/ONS ' ^A'D rq � STATE OF�IDA SHEET DATE BY DESCRIPTION GATE Bl OESCRIPT/ON LAN �t��� DEPARTMENT OF 7WAN.WRTA T/ON N0. DESIGN ROAD N0. COUNTY FINANCIAL PROJECT lD SOUTH )4M LANDSCAPE PLAN ...+...�..�.� KSWB=LAREGFW 5 /NOIAN RIVER 22858,5-5-52-0/ LO-7 CERTIF(L'ATE Of A!/ RIZATiON NO:000206 - uqN/ OJ/ILM'G 09N65]A1/ 01`��3J`�J�,2ZB5915520/Vmtlap�NNonIpLYAy. u. iiMAFCySFA. /2tF3 g0 {fr r• .. ° _- �I' jai?: s/. ' .. .._�. -e. ,o -, 1 / ! _..It. _ Y '-...._ ._ .. ... , — _ 121 122 — 123 124 'l25•: ,,.`;:er 126 F ----662— -----_--: -- 63 —65 ---- ---_—_:665 566 — 667 g - _..__ .i 1 ' - O S _ O ry N.ot T w _ a r 'ATC8£!NE I�5'FO If •_..._, ,_.—_. .:_.�::_: o A' 3/t7Z,20a w I REVISIONS tI01 cwws&dg7a STATE OF FLORIDA SHEET E r DESCRIPTION OA a/ DESCRIPTION LANDDESIGN � m1Poo N11BF.�f0. DEPARTMENT OF 7XAJVSWRTA770N N0. SOUTH it s°„/7689 ROAD NO. CWN7T F7NANC/AL PROJECT!D LANDSCAPE PLAN CERTlF2AT TNOR/zB7U N LA EGAW 5 INDIAN RIVER 228583-5-52-01 LD-8 ea/IJ 09//Lt0.1f Cb:nb w o:b09b09JbOJJ nb2959155201vmtlry1dW00.Apn ' `f 1. SSL J 127 /28 /30 /3/ 8 668 669 _;;.-- _•_� -- . �.._ _...._.��_ _,�..� __ r_._ � EU HP n 70 152 i LIQ LI QV FG SA /4 8 512 140 +16 GROUPS OF 32 _ - - _. v v .. vvn __ _ _ r -. .. — C ° e U y na -♦ - ye ya H J i 0 ir 0 0 W ti W LAND STATE OF FLORIDA SREET DAT BY DESCRIPTREVISIONS ION OA E Br' DESCRIPTION DRPARTMGNT OF TRANSf17RTA7TON NO. DESIGNxs=FL SOUTHi )78 1 ROAD CO N7Y FINANCIAL PK ECT/D LANDSCAPE PLAN �arerTm r kwol 5 INDIAN RIVER 228583-5-52-0/ LD-9 CERTIFICATE OF A(/TNORIZAT/ON N0:000206 nallJ O9/l2/20U6 0346:31 A° 0.a309�Jb09J n�2ie53Js5201v°royypavaaa3n � t r f / -al----_.. n316 132 133 /34 /35 137 p W 675 676 677 - STATE ROAD 5 CI EULl EU i EU 27 JP JP 80 h HP FO 6 65 75 42 42 w 56 fi4 *2 GROUPS OF J2 777� ♦s .Ll,•s .. .S.s. ` • s. •s .... .. sa ! • ♦s. .. c..1�.'^: 7J/� s ...s �• ,s 1\n ♦s ♦s ..- -....... .. ~ s. �n r ,f -Ll'15' 4 W g DATE BY REVISIONS ' A�Di�py� p� STATE OF FLORmA SHEET DESCRIPTION DATE BY OE5CR/PTION LJ'1 DESIGN Phi IUM MOR DEPARTMENT OF TRANSPORTATION N0. no ROAD NO. COUNTY FINANCIAL PROJECT 10 SOUTH �„]4*w pp LANDSCAPE PLAN 6 RTIF/CATE OF VIT R/Z N%!A 206 5 INDIAN RIVER 228583-5-52-01 LD-l0 .111 09//2/ZCo6 08-4 AN .y:NO9Np9`-1 n�2295aJ552q'VmiscpWmbp2.Jpn - - • s ' HP l66 157 168 169 170 / s 710 711 7r SR 5 a EO 65 CD r • 4 ..... ..n. n ' _ ♦ ..e. ♦e.i; .. aa' .. ..... ♦e- .♦a- ♦e _.t•_ as .__. .— .._— g • na. N - A l REV/5/O N 5 A� STATE OF FLORIDA ' SHEET DATE BY DESCRIPTION GATEI BY I DESCRIPTION �ND �94�fE 1lNt4f00. DEPARTMENT OF TRANSPORTATION NO. DESIGN �PHIIBErJR ROAD NO. COUNTY FINANCIAL PROJECT 10 LANDSCAPE PLAN �rS�.OUTH �� 5 INDIAN RIVER 228583-5-52-01 LD-16 NTIF AT F q N A I N N mall( W/IL2C�W OBl♦Y:a2 Av OIb09bD3Jb®J M22B5BJSScVIvoMmy�yan�OOJAen _ ..— ._------ate-_ _. .. � — a.'. .��- ,. .—_ ----- 136 136 /39 140 141 142 11 68/ EU MP < i B5 LO LI SP N LOV PG 5 SA / 384 B/0 /40 •12 GROUPS OF 32 W .. a. o • 2 ti W 7,7 U REVISIONS z DATf BY DESCRIPTIONDAT£ BY I DESCRIPTION I�NI] R01 WE3TDR STATE OF FLORIDA SHEET W5TR DEPARTMP.NT OF TRANSPORTATION DESIGN ""+�R RpAO N0. COUNTY FINANCIAL PROJECT 10 LANDSCAPE PLAN N0. SOUTH C RT/f/CATS OF AUTN R/ZAT NOuWz°r�B 5 INDIAN RIVER 228583-5-52-0/ LD-11 ' an//! !/l2/ZQ1" 00.tl/AV O:b09,903JbOJJ na2295aJ55Y0IVam¢AW'auN2.q:n t - — .. ..... la,Y HP LO 13 144 145 145 147 148 w ------------ Ll . . . . _ W a W 20SP EU _ h OV FG 5 SA 65 10 640 NO n *20 GROUPS OF 32 .. ........ ....._ . au .. o'--..___ __..__.t v _.___. _.waw... ".":. '. -,ae .'.'..♦.• .... _ 0 O W 2 REVISIONS LAND �� � 5TA TE OF FZORMA SHEET DATE BY OfSCRIPTION DATE DY OfSCR/PTION L DESIGN W�fPNLffAk H DEPARTMENT OF TRANSPoRTAT/ON NO. sswo ROAD N0SOUH (MI)473.w . COUNiY FINANCIAL PROJECT/0 L.51N13SGG191PE IDLl3LN C RT/FIT Te'opF eiRbR/zA�FrrMM O o% 5 IND/AN RIVER 228583-5-52-01 LO-12 mvlll 09YIz m 09.YYnY AN p:B09)B0JwW p)zWl55m---pWmk0 lr 149 /50 /5/ 1 152 153 154 690 691 69 ------ --695 1 STATE ROAD 5 Eu 70 N! -- ov FG W 2 4 256 *8 GRWFS OF 32 . .... . ....... ......... ... IQ O 2101 LBi1fEF%RCNffifIXt OATS BY SHEET DESCRIPTION :=QES6R'fTlQlN LAND DEPARTMENT OF TRANSPORTA77ON MO. DESIGN sm R ROAD ND. I PROJECT ID SOUTH (MI)CM . -5-52-01 LANDSCAPE PLAN. LD-13 GI& 5 INDIAN RIVER 228583 Yd w------------- l2 `° Ll 155 156 — 157 158 159 ¢ - w EU HP SP 65 /00 5 SA -- LD OV FG 6 TR4 /40 +l2 GROUPS OF 32 w - .... a ... C ....,....._. .J. ¢ .. O i REV/S/ONS � l� ro1l91If�YId(X'�fIXt STATE OF FLORIDA SHEET DATE BY 0£SCRIPTION GATE BY LA DESCRIPTION ND 9IIFllG DEPARTMENT OF TRANSPORTATION NO. DESIGN sw'�bi)4MW WE3Tw,ne Ra LANDSCAPEPE PLAN ROAD N0. COUNTY F/NANClAI PROJECT/O SOUTH .. uQc�gg 5 INDIAN RIVER 228583-5-52-0/ LD-14 L RT/F/GATE Of AUTNORIIAT/ON N0:000206 melt/ 09/!2/M 0.:A 0 A:�, .J�J hW6WJ552WVW=P`poNd0 P 7 3j- Z: 7 A 160. 161 152 161 164 165 P 262 SP av FG 5 SA 8 140 #06 GROUPS OF 32 .... .... ... . ..... ........ w REVISIONS TE OF FLORIDA 2 DATE QI OEI IPTION I owg- BY I AM SHEET DEPARTMENT OF 7RAWSPOWTA770N DESIGN no I HGAO No' "C'AL PROJECT LANDSCAPE PLAN SOUTHE LD-15 'VE-RTlCAT"F F 5 11DIACOONRIVER I M2858J-5-52-01 ,. . . 71 172 173 /74 175 /76 8 IvFl a --------- ------ -'- :k HP EU 168 SP 70 6 SA LO L/ N OV FG 140 7 ' 52 1 13 ♦16 GROUPS OF 32 _ .._..r . y ........ .... ..... ... .. .. i .. .. . . .. - --- _ __--_ .nae R E V 1 5 10 N 5 A�' STATE OF fWWA g DATE 8Y DESCRIPTION DATE 6Y DESCRIPTION I�VD �� � DEPARTMENT OF TRANSPORTAT/ON 7HEE T DESIGN E' er"R ym ROAD N0. COUNTY FINANCIAL PROJECT/D LANDSCAPE PLAIN SOUTH W 5 INDIAN RIVER 22858J-5-52-01 LD-l7 C-ETT—IFICATEM—AU"Ml mull! OJ/22QX O9N/.IJ w P�d�.T`B09J n�21B59J5J20rvmtlxpWaNeUJdpn 7_ d ............. ...... z' —7 7— IHP3� 244 177 178 179 180 181 182 .... .. .. .. SP SA Ll QV FG Rl 13 RTP 140 60 23 *26 GROUPS OF 32 - .......... -Y ........... REVI-S IONS 21MCDMffWWEffCk SPATE OF FLORMA SHEET DATE DATE 6y DESCRIPTION LANDW5Ml,, DEPARTMEAlF OF MANSPORTAMA' NO. DESIGN VAMMOWL no ROAD V0. COUNE�FIMA�NCIAL PROJECT ID LANDSCAPE PLAN SOUTH P")Gm AM 5 INDIAN RIVER �22-8583-5-52-01 LD-18 PW 184 /65 166 187 Z4- STATE ROAD 5 728 o EU FG 65 2 108 LD 140 GROUPS OF J2 -- — - — - — - — - — - — - — - — - - 7 REVISION5 STATE OF PLORMA DATE BY DESCRIPTION DA BY OESCRIPTION 2101COMUMWEB70FL SHEET III I AN- immim DEPARTMENT OF TRANSPORTATION NO. QfSIbRNWESTFOaMCHR kv 3= ROAD NO. 1 LIN Uffff::�FNAAICIA�L P OJECT 10 LANDSCAPE PLAN SOUTH 5 INDIAN RIVER 228563-5-52-01 LO-19 CEM"IMAI-Erl—,Vt-10M r l88 189 /90 /9/ 192 193, I 1 I I I I 729 730 — -- - 734 <:..,r_..__e�2_ _......�a,.,.... 733—'__ __,— ., s— . x .. ':._. .tom:.✓ - • •. � ae �r .. .. .. �..... sae - e „ ...+.^._._.__. ...i R E v/S/D N 5 L.f1N0 STATE OF FLORIDA SHEET DATE BY DE5CRIPTION DATE BY DESCRIPTION Y olmaIBWtll11Q(00. DESIGN WESTRUREWIR DEPARTMENT OF 7RAIJSPoRTA77ON N0. q�pp RDAD NO. CWNTY FINANCIAL PROJECT/D LANDSCAPE PLAIN SOUTH „e,F,�l-l' 14 5 INDIAN RIVER 228583-5-52-0/ —20 CE TIFICATE F AUTROHIZATN)N NO: pplll �//Y2gM 0&3B AY A�`A��.JV03J nVSB59J55A0IVadarOWmlOJldpn 1p /99 -- r = 3 ___. .m�'. _=•739- ,-.� . _ — ZF Ll FG 80 16 - 448 - `----- ---'----- - r/4 GROUPS OF 32 HP `. /52 . 2. � r _ GATE DESCRIPTION REVISIONS LAN A STATE OF FLORIDA SHEET BY DATE BY DESCRIPTION ND SUMI 0 DEPARTMENT OF TRANSPORTATION NO. DESIGN 3"pL'IR ROAD N0. COVN7 FINANCIAL PROJECT/0 LANDSCAPE PLAN SOUTH 'M U 5 INDIAN RIVER 228583-5-52-0/ LD-2/ =nN! osnzrzaz oerew Au avtasvms.J�eos.t mzzesaJssavvomxeyrrr�ovr,eyo e�Mxa wra Rx�-,r.. -a°O aWa"°. SUMMARY OF IRRIGATION QUANTITIES - INDIAN RIVER COUNTY g Pa O O PAY ITEM SYMBOL DESCRIPTION 07Y -7—��� x0. NET + 1717� IBJ Px.exw,axwa .. ® PUMP STAT,ONrfKtlVER L17LYL 119-5,0CS,230/3-A,E40,W (D !vr°v°ezireshva xom[ STATION INCLUDES CONTROLLER AND RAINSENSOR. Q v-wcx nKE xPr,.4va Ix[P ""E("°) oa NILCO P-69-RW GATE VALVE(LINE SIZE)/N ROUND VALVE BOX 2 0 rvvCALnTEPAEMPIPE Et SeE-05a O O O 8 Prc scn 401TE6 raRELLLrn HUNTER/LY REMOTE CONTROLWITH VALVE(SIZEDOWN PER PLANT IN/2' RECTANGULAR VALVE b17X WITH DOLT 0O1'N LID 31 GINISH 4—L"TOP OP n Cn tJ v[axr nAr[awL .r mcE wnxwr wxewv 597-70 O®O HEAD IRD R NOZZLE SAS IIND)CAT£D ON PLANS UP SPRAY S o 1 SwaxEx ax esxsxar EOCE-m. sPaa as aaroa xUo m. NOZZLE RADIUS RA895 /2[r}/2 NOZZLE PATTERN } O O O _12f© POP UP HEIGHT 4'CUSS 209 GASYETfD PVC MAINLINE W/ SCH 40 GASXETED PPC FITTIAGS 810 U .OIE,rnE E[ INENT a cox.I wSE..Se rnSM or 1.WW1—S TO aescax[rt mau Pa s•ecLm.na uNxrMx[o MDaxr aT rx[ aowwAr mc[wan cueewc pa siherNK[ocL �"TO 2-I/2'CLASS 2021 SOLVENT WElO PW LATERAL LINE H,235 U a .•,anirEsmPw vara. w sa wr a�'r.ur`rna @ swueu �,xm r.sa•om�wu rs �v coxrPauwc..crop aauwE rxE.e•uinwx ois.w ox %PAKu[M rs waax axv, s.ar xmw xuo ' - B'SCN•p PPC SLEEVE AVN/TE1,350!f I2r' POP-UP SPRAY HEAD [ POP-UP HEAD ON RISER LOCATION DETAIL SPRINKLER LOCATION ALONG HARDSCAPES 2'S£N G PC SLEEv£LGAan 350 E PUMP SYSTEM NOTES: I.CONTRACTOR TD PROVIDE NEW WELL 6'WELL UP TO 100'DEEP, THE SUPPLY PIPE SHALL BE CONNECTED E AE TANK WITH A _ PROVIDE A LINE ITEM'PER FOOT'COST FOR EACH ADDITIONAL FOOT OF BULKHEAD CONNECTOR. TH£TANK WILL IT NAGE IL POLYPROPYLENE ALONE DEPTH,IF NEEDED.CONTRACTOR SHALL NOT DRILL THE WELL OEEP£R AND HAVE A WITH TWO OF LV GALLONS EL A REFILL HATCH ANO SHALL g XVRSr Paws ENP THAN IW'WITHOUT RECEIVING PRIOR WRITTEN AUTHORIZATION.lF PRIOR BE SECURED WITH WO GALVANIZED STEEL STRAPS TO THE CONCRETE SUMMARY OF PAY ITEMS T uvP wZZM PAD WITH ONE QUARTER BY ONE AND ONE HALF INCH LONG STAINLESS AUTHORIZATION/S NOT OBTAINED,IN WRITING,NO ADDITIONAL MONIES Y'Nuc xar.,,sO nn, WILL RPA/D. STEEL WEDGE ANGORS. ALL COMPONENTS WILL BE RESISTANT TO IRON PAY ITEM UNIT DESCRIPTION QTY gagg E(BaP PRECIPITATE CHEMICALS. Rsa rAr[aAE anE - 2.AFTER THE WELL 15 DRILLED,A STEP TEST MUST BE PERFORMED 2,CONNECT THE CHEMICAL DISCHARGE OOYNSTREAM Of ALL PUMP 59D-70 LS COMPLETE IRRIGATION SYSTEM l �s ''/r'raxxr ewcre•,E.wrN ON THE WELL TO VERIFY THE WELL CAN PROWCE THE REQUIRED VOLUME SYSTEM CONTROL EQUIPMENT USING A CASCADE WATER WORKS DOUBLE OF WATER(AS SPECIFIEDI OW A CONTINUAL BASIS l6 HOURS/DAPI,THE ©Prc scx a rEE w Eu RESULTS OF THIS TEST MUST BE APPROVED BY HE OWNER/ORNERS STRAP SADDLE'T'(DISCHARGE HEADER SIZE X 5564.)ON THE PUMP REPRESENTATIVE PRIOR TO THE INSTALLATION OF THE PUMP OR SYSTEM HEADER.POWER THE INJECTOR PUMP FROM THE PUMP SYSTEM T IRRIGATION SYSTEM COMPONENTS.IF THE CONTRACTOR DOES NOT FOLLOW CONTROL PANEL LOCATE TRANSFORMER AND CONTROL RELAY/N PAY ITEM NOTES: THESE REQUIREMENTS AND THE WELL PROVES TO BE INSUFFICIENT,THE SEPARATE NEMA I PANEL CONTRACTOR BEARS 100%OF THE RESPONSIBILITY AND C05TS TO SECURED TO UNI-STRUT SUPPORT. WIRE CONTROLS TO ACTIVATE 590-70/l rlgaRon System.CwAe'ele CORRECT/MOD/Fr THE SYSTEM TO ACCOMODATE THE EVENTUAL WATER INJECTOR PUMP WHENEVER THE IRRIGATION PUMP 15 OPERATING. This goy Mea lnptd./he—1 of lora!hlog aro lnslaflng all alae.Alae IlflIpp,glue,primer, Iefim tape,plae dope/ego/OISSIN L[xk Illi.grwd,Orlcksr wire and wire co—lots,VOIIASOlmp, SO/RCE. 3.CONTRACTOR TO PROVIDE,AND 7FILL THE CHEMICAL FEED TANK,WITH Wal,Lanlraler,rain seaSar,sprlMler heads aid 11111rgs,lobar,pedeatce,almirlw/mmmllm, J.AFTER DRILLING THE WELL.CHECK THE WATER DUALITY TO E15VRE 35 GALLONS OF'NO RUST'CHEMICAL. mldullsr./r/aq.lwIr O/alfa M golfer 6 o9 re/e Ifall/c$Wrofor,re111 1 am rep'aa-1 or IT IS SUITABLE FOR LANDSCAPE PLANT/NGS.USE THE SERVICES OFA ar/s)iN sldevalk at all area olfe:led, end aly Other/felts nsecsary for the m•Ipele/nslallalon REPUTABLE,LICENSED LABORATORY ONLY.IF THE WATER 15 Df TERM/NEO 4.CONTRACTOR TO SET THE CHEMICAL FEED PUMP DISCHARGE RATE AT al o IO Iewol k Iffl I/ Jw 45 OeSc/IDeO In the 1!llgallan p'amr robs aro dela/le. SUITABLE CONTINUE IRRIGATION INSTALLATION.IF THE WATER QUALITY l5 SETTING♦5.THE SITE SHALL BE MONITORED ON A WEEKLY BASIS AND N W sy5 UNSUITABLE.DO NOT PROCEEDWITHOUT WRITTEN DIRECTION FROM THE THE ODES DISCHNOT ARGE RATE UTILIZINAS G THE EDEMIND,YTO ENSURE OUNT TL. STAININGx POP-UP SPRAY HEAD ONNER/OWNER'S REPRESENTATIVE. 4.THE WELL CASING SHALL BE GALVANIZED STEEL PIPE ISIZ£D PER GENERAL NOTES. PLAN). I ort. a EOx O¢c— a s x. ra wx n x,.ux— -1-1 rwaaucaowE mnxcswn[Ees iurmo[x rva vwva 5.THE SET DEPTH OF THE SUBMERSIBLE RECHARGE PUMP CANNOT NOTE l: Oianllfles ate appfaxlmoto dvy One va mq ry doe to Hold oondIIlOAA wAfw[or Is a�x[oEr Mr[. EXCEED 601.THE SET DEPTH MUST ENSURE A MINIMUM OF IO'OF leaawtt/de to vallry esacl pdntlilas, WATER OVER THE TOP Of THE PUMP/MOTOR AT MAXIMUM DRAWDOWN - x DURING PUMP OPERATION. E s apo a n NOTE 2:The na/N/ne,where Shwa on fee plans.Is for graphic do!/ly p.poses o*.NLsfell ma/NIM ImIde usV(pPnoxxU of med/an lsfoms od/aMt to the plra dll w11e HSXgh sclbW to oveld desfaalNTllq 11.1RSlaff=rdlly/o 6.THE PUMP DROP PIPE SHALL BE J'GALVANIZED STEEL PIPING WITH -EaN xcaETE PSO(e'rPmq Me lrripolma TSP aid delalls. Parc nsr.0 IAP. Por C,o I—W-01 ROLLED GROOVED FITTINGS. avm[o ev noo+w w u1.0 SFEAEE� - rY`•µ�uixuu sxa cwpK•,I wu'S wo Puri Lor 7. PROVIDE A LINE/TOY F09 A CHEMICAL INJECTION sx LOLL ss[x PPE 'MOTE 3r COniraclor fo 557-800 a/h1 Irrlgollan rysldn lRttallalral wlrh IMlan RNer CWnly. TANK/PUMP/SYSTEM IN CASE IT IS NEEDED.IF A HIGH IRON CQNTENJ . u slat[PwP Caaow Jlm(bvls,712-567-&A70 X 1245 rxo(e)uwxass srtn POSE copes (OR OTHER STAIN PAODUCING COMPOUND)15 DETECTED,ADVISE THE cx[cx�E[�MSm+AaeE s/.•Prc sa.w asEe.Pwxrzo rur 0— _Ell ENGINEER.DO NOT PROCEED WITHOUT WRITTEN PERMISSION. /^' IF AN INJECTION SYSTEM/5 DEEMED NECESSARY BY THE PROJECTEv a ENGINEER,THEN IT SHALL BE PER THE FOLLOW'/NG NOTES: t tEVE[Eu P.vw4c[C�uyr E ¢aMRrarvraaen rhe oEt m 'acme INJECTION SYSTEM NOTES. wrt vasa x kr(u uuw) n]a'fUAaMNE u ui[ava uxE EEeoe I.CONTRACTOR SHALL PROVIDE AN ADJUSTABLE RATE POSITIVExPirA x ar DISPLACEMENT PUMP,ATTACHED TO UNI-STRUT RACK AD/ACENT TO THE oEocruA ErwPoE we sex.w xwes[.vosmax mux Ar CHEMICAL TANK,AND CONNECTED TO THE PUMP SYSTEM CONTROL PANEL [s'SxmE s/4'ow,ws re'Irl1CM FOR POWER AND CONTROL, THE INJECTOR PUMP D15CHARGE PIPE SHALL vKrt[n/rxxva[o—.1.wxx[crox BE S%4'BLACK POLYETHYLENE HOSE(U.V.RESISTANT)WITH A BALL-VALVE TO ISOLATE THE INJECTOR PUMP.IF NECESSART' THE sna(A smEa Eus S PER DAY AT W PSI. THE PUMP MOTOR WILLWILL HAVE A PUMPINGCCITY BEA THERMALLY PROTECTED AND WILL STOP s PUMPING IF THE SYSTEM BACKPRESSURE EXCEEDS THE PUMP CAPACITY• Ps .no/a-A.[xo.w uP v x 2e�rM:(ssx)an-nsa is cvMEev Toa rwr PUMP STATION POP-UP HEAD ON RISER REVISIONS LAND OR. SFA TE OP jMiM7mA SHEET DATE BY DESCRIPTION A7__ DESCRIPTION DSSIGN %WFLF"Fl. DEPARTMENT Of 7XANSMR7A770Ar IRRIGATl®N TAB ULA TION N0" SOUTH )4811 ROAD NO, COUNTY FINANCIAL PRO ECT/D Bo WOM UfDemr 5 INDIAN RIVER 228583-5-52-01 ®F QUANTITIES LD-22 c.nlrrwr.or w/mrlmnA.:gagxa Imd'✓er 9/r/2W'G 502.VI PM GVIe59J552EYV°nOsybe/1bLYdpn MAINLINE. SECTION VIEW 4'MIN.CLEARANCE (l LATERAL 6 MAINL/NE LATERAL WIRING/N dam/ O/ PAVING Y WIRING/N PIPE PIPE CONDUIT THE SAME TRENCH SLEEVES � OBOTTOM OF ROAD BASE \///vj •%/�% ELL CRASSTEE J 4 3 3'MIN. 5 2 PLAN VIEW O(/NO/STUFBEO SOIL!TYPICAL � - WIRE W/O CONDUIT F/N/M/GRAOE I OZ L'ONCRETE THRUST BLOCK!TYPICAL JOPIPE UYPICAV / 4OREBAR HENT ARWND FITTING ITYPICALI 45'ELL 9Y ELL SOFIF11./TYPICAL J6'M/N. RUN WIRING BENEATH ALL SOLVENT WELD TIE A 2'LOOP IN NOTFS: AND BESIDE MAINLINE, PLASTIC PIPING TO ALL WIRING AT CHANGES TAPE AND BUNDLE AT BE SNAKED/N OF DIRECTION OF JW-r 1. SUPPLY LINES 3-INGLES IN DIAMETER AND 10'INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE LARGER SHALL RECErvE CONCRETE THRUST AFTER ALL CONNECTIONS NOTES: BLOCKS. NOTES: HAVE BEEN MADE. I. ALC PVC IRRIGATION SLEEVES TO BE SCR 40 PVC PIPE. 2. ALL JO/NTS TO BE SOLVENT WELDED AND WATERTIGHT. 2. REFER TO PlP£MANUFACTURER'S SPECIFICATIONS. I. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC TWICE THE J. MECHANICALLY TAMP TO T99 PROCTOR 957. FOR AMOUNT OF CONCRETE TO BE USED FOR DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. WYE THRUST BLOCK - 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. SLEEVING THRUST BLOCK PIPE & WIRE TRENCHING Oro-INCOH LINEAR LENGTH OF WARE. VALVE BOX - W/BOLT-OONN COVER !2'MIN.CLEARANCE 5 g 02 WAp a2PRWF COxxECrr9N MARKED IRRIGATION 6 �� l 2 9J B 08"S' GATE VaGVE l'-® OR£NOTE CBNT/AL VALVEx —I I I CVE BOY WITH C0.'ER:—1 GATE VALVE. III'—III I- I O \ MIN. OS%LE LID SIZE AS NOT l8'MIN. / T ©F/NIBH GRADE/TOP OF WLCH ON PLANS / Oi Prc scx BO xlvPrc rnosEl BRICK U OF 21 VALVE BOX EXTENSION >b Eu SCH 80 PVC LENGTH A9 REQ. SIZ ADAPTOR SCH 80 PVC Cf51ATNA/IOCONTHOLLERI SIZE AS REWIRED. THREADED NIPPLE 0, a rLF H I I TYP.SIZE AS REQ O8C/r W PA"MAINLINE MINIMUM 24'OF OWER PVC MAINLINE. / j"PEA GRAVEL l2 SGl 90 PVC'T' TYPE L4 SIZE pp,, O AS NOTED V IS 14 IJ 12 NOTES,' N �Nw IBEEu ANO scx w ON PLANS. — I-- Q LATERAL PIPE Q MULCH OR TURF Q�urERAC BACKFILL M/NlMUM DEPTHS: 1.MAIN LINE -36' MAIN LINE 0 O/RB IS vi i�WASHED cna[t" 2.LATERAL PIPE -!B' J CONTROLLER WIRE O STREET Lrs MAINLINE AND LATERAL PIPING REMOTE CONTROL VALVE GATE VALVE RE VIS IONS I /L I Df�Nry&V.Po(M6T0(L 9/ATE OP FLORIDA SHEET DATE BY DESCRIPTION A By DESCRIPTION LAN[ D&PARTX&IVT OF 7RANSPORTAT/ON DESIGN FALMM'°'" �� ROAD N0. CWNTY FINANCIAL�PROJECT IRRIGtATl®N DET.4IL.S`S�UTHvnaeL MM UFOtg7r 5 INDIAN RIVER 228583LD-23 c.rrinmr.or Amrorr:mmm OOO2as InoA'er 9/T/2IXb 5.OJ9J PY c:�22858J652TNVmM.+TANeNb02Agn 0 /0 40 Feet ' BEGIN IRRIGATION STA. 109+60.00 SURVEY SR 5 I OE IJ.ZKV V R/W�_ 6 PVC . -WH 2A .. .. .... .. .7100'PR'BT'� 8• PVC WM -WH2 , VVH --- _ ;d3' FM o CAP AND THRUST BLOCK MAINLINE HERE. RUN 2 --- - - ' CONZROLWIRES aNO EtbMMON JW_A0017ION-TO-----.--._ _._.-•.. . i, THE SPARES WITHIN LV SPEC/F R FUTURE LOCATE ALL W/THIN A VALVE 00X FOR FUTURE USE. DIP WAT--�.. .. .ao WM 3 _.__I --_- _- '..WH 4 .. I - --- g WH G .. .. B-4 BT -,— _ ..�..—- _ _ ' : - ._. _...._ .. .. .. ... ac .. .... ...- .:o ..o .e ... ... l __ ___ __ - _ A LduNE OE 3 2KV 4 ...CLASS 2D0-Y H�HE CA�V� _ r I 1 ti.-.. • IRRIGATION LEGEND / SYM DESCRIPTION 1 SYM DESCRIPTION 11 B'OR/p'PoP-UP SPRAY NERD WITH MPA NOZZLE 2 9/ VALVE SIZE/ZONE FLOW.IN GPM 0 e• LAtlZZLE AS LNDICATEO LW PLNW I STANALVE w,CONTROLLER w al7 NOZZLE RADIUS UNLABELED HEADS BETWEEN e1 12©12 NOZZLE PATTERN IDENTICAL LABELS MATCH THE . 1 MEN IZF® POP UP HEIGHT IR=RISER) :I 'W'�NT[ABELS. PUMP STATION -- SLN 40 PVL NA/N CINE o-a GATE VALVE CLASS 200 PW LATERAL LINE ELECTRIC CONTROL VALVE .._.. SCH 40 Pvc SLEEVES NOTES: ACL P/PING SH SLNEMAT)CAALLY FOR GRAPHIC CLARITY. ALL IMPROVEMENTS TO RE INSTALLED WI7N/N MAINTAINING AUTHORITY: INDIAN RIVER COUNTY BTE STA%CS a°xEbRTSP f R COMP ETE SPEC/f CAT ONS AND A S MMARY OF—TION QUANTITIES. REVISIONS LANE)WINT""mmST,17Ti oPPLQPIDA SHEET DAT Hr' OESCRI ION A BY OESCRI TION U1LYDESIGN �"�I�HR snwLVTMfiNT OP 7R.9NSRORT.fTION N0.SOUTHlam ROAD No. cwxrr FINANCIAL PROJECT/0 IRRIGATION PLAN F46MAEM uRWSW 5 INDIAN RIVER 228583-5-52-01 LO-24 eerl/r/m/e ov aurrorrzmro..•avza5 ImaMer 9/r/20LG Sa'MXO PN uVlOSBJ5.52n/w�eWo.bbadPl , 1 0 /0 40 I 1 Feel I , OE l3 2KV A Ril4 —OT WH 7-. WH 7A 1100 PR BT - SR 5 (USI) Xv 12H SST 3 SCH 40 SLEEVE — -_--WH10 -- lSV ISN ISH- /2H ST : 12H-, /ON BH A 12N� 7" SST _ _ .._ __ H -_ ._ _ - ll_ _ - I2H �- IOF ,12JI SST55T Z�« IOH-BH - _ EST -_._ ._.i' EST` lZRf SST 12H 12V _- 400 PR . �-Z00 PR&40(7 PR BT 55T BN..NJH' 12H 15H l5V p a _.- -----------._ 300.PR-BT Ir/z- i�-cA7Y - - -- -- ---- --- -- -- -------------- - - - - - 1=569 - :�: ?- - ~ 2-/B'SCH 40 SLEEVES, TYP \2-Al '1-:z 2•/e'SCH 40 SLEEVES,7YP 2'18"SCH 40 SLEEVESF TYP _ - �z_ 8-4" BT _V�f��j -i -'- �-- ,. _ V✓H13� IZ Dl 4'CLASS 200 MAlN LINE " _• . - - H lZA l�i. PJ/G-fAl . ao,_- _ _ --------7--- ... o.-. .. _ i fA0 FH R1w _. .___.._�.... ..:...CAN ._ :. OE I3.ZKV --- - IRRIGATION LEGEND __ •-------- 5YM DESCRIPTION SYM I DESCRIPTION _ G'OR!p POP-DP SPRAY HfAO WITH MPR NOZZLE • 2 B/ VALVE SIZE/ZONE FLOW IN GPM 0 e (NOZZLE A$MOIGATED ON PLAN51 O1-A STANALVE x,CONTROLLER n Q°IZ NOZZLE RAOMS UNLABELED HEADS BETWEEN 1252 NOZZLE PATTERN IDENTICAL LABELS MATCH THE ® PUMP STATION 12F2 ROP UP HEIGHT(R=R/SER; AWALfNT LABELS. -- SCH 40 PVC MAIN LINE oa GATE VALVE CLASS 200 PVC LATERAL LINE ® ELECTRIC CONTROL VALVE .._.: SCH 40 PVC SLEEVES NOTES: ALL P/PING SF/OffWS511 SCHEMA FOR FOR GRAPHIC CLAR/TY. AlL IMPROVEMENTS TO BE INSTALLED WITHIN MAINTAINING AUTHORITY: INDIAN RIVER COUNTY 5Ef 7A01 AND SdF�µCOW DPL£7£SPECITICAT/ONS AND A SUMMAR-OF IRRIGATION WANTITIES. REVISIONS t101fBRPBMltl(WMTOL STATE OF iZORMA SHEET DAT BY DESCRIPTION DATE DESCRIPTION LAND 6lPiE100 We'9TWIY=FL DRPARTA7ENT OF 7RANSPIORTA77ON NO. DESIGN wa IRRIGATI®N PLAN SOUTH 1�Li t ROAD N0. I COUNTY FINANCIAL PAO ECT ID '�"°'�'�""W'Y° � RMWBKrz uREDAmr 5 INDIAN RIVER 228583-5-52-0I LD- 25 ce,rmwrs oY wrmnzonom OmzrG IngNeY 9171NLG 5A)JY9 PY e:�22W59J55LbrVaroace p'mo954pn I I •l/ATCy C/NE' YZ"T3.Sp Q is 0 ro 40 ;i Feet / , R bE 13.2KV r r rl ; ...• .>� =;ice_:.'.-'.,_._ w - � '.! �8 VC PM __ _B'_PVC WM.__. i -0T OE /3.2KV CATV -.•_C ��.\.- �� 1 i n TEL _ = iNH%6-`Y3"4_WH/5 � - lRk7-PK-L3T-i�- ,+•� 6 .. -_._.-___..__-_:._-._..._._._.._-___-___.._._.._—�___'. -___-__.__� _�_.._-______-�•-___�..�_:_�_.. ..._�30'.,.LAS/NG....-;_._.___._.___-._._.._._........-:..__ ... SST .p_o EST,-. -..._.. - .. __ I- ,. .- _ --_Y__- __- - - _ __ '.�•, ..—_ _ - _.l__ _ _ WH 22- -_ -_ _ VV EST SST.BH H 20 a ..•„ ,,...e....,,. SING - - - _ e : r n 2(Y'DIP WN ,. •,. - ...., 36':CA SST BH ION -,• . . 2'/8�1 SCH 40 SLEEVES.-!YP ..... -.. • 2'/8'SCH 90 SLEEVES TYP WWH IBA lY 0 / ._.. IP WA( V e ¢_ LM1'H/9 IfOASr.8 -P CLASS'200 MAIN JdNE - 3 _____L__ oar ,:nav _.._.._a--- _..� s ___ _-.__ 3• �- .. _as .--seL .� i..1CLL, - .. L,�00 Ppm . T/6r PVC FM OE/3 2KV f7 - _ --047VBT _.. m a f _... 1 2,400 PR.BT _ IRRIGATION LEGEND 4-v wowO SYM OESCR/PTK7N SYM OESCRrPTION V r 2 91 VALVE SIZE/ZONE FLOW/N GPM 0 O R E�IND6A7£D OH P�1 H MPR NOZZLE � MAT L/N O Cy E O/-A STANALVE•.CONTROLLER s EBF/2 NOZZLE RAONS UNLAWEO HEADS BETWEEN STA• '7/+`T2.�j 3 12�E}'2 NOZZLE PATTERN IDENTICAL W LS MATCH THE SEA IZF® POP UP HE.GHT WRISER) 'NIACENT !S. ' PUMP STATION -- GATE VALVE SCH 40 PVC MAIN LINE oa CLASS 200 PVC LATERAL LINE ® ELECTRIC CONTROL VALVE ..... SCH 40 PVC SLEEVES NOTES: ALL PIPING SHOWN SCHEMATICALLY FOR GRAPHIC CLARITY. ALL IMPROVEMENTS TO BE INSTALLED WITHIN TN[[RAV AND PER NOTCS ANO OETAI SE f DETAILS AND TSP FOR COMPLET sPEaF/CATIOkS AND A SUMMARY OF IRRIGATION QUANTITIES. MAINTAINING AUTHORITY: INDIAN RIVER COUNTY REVISIONS LANo A7 BY DESCRIPTION A BY Of SCRIP ION SMID7 STA 774 OF I2LIPID.1 SHEET DESIGN Wc3 AUMA IfL DEPARTMENT OF 77PANSPORTAT/ON NO, SOUTH 77� IRRIGATION PLAN (b61i41F65I17 ROAD NO. COUNTY FINANCIAL PROJECT/0 �rEDOZ uISGIV 5 INDIAN RNER 228583-5-5 2-0I LD-26 nnnr..I.oY AUIro.Rmlwu owaTs r,�oH., snJzws sauaz PN G•.zzeseJsszaN,+aarowwws-ea' 0 10 40 Feet WH 2 - .. _ _ _ 50 PR BT 4A _ 1 _ • ze 24 - ... 1100 PR BT -- ._ - -- 25 r.. I 15V /5L( ISH ISH 15H /5N \ / 15H 7 7 � — - z' _ iDnOrry - ✓ n�__ i tb. Yr r v'. - << �, r l5H /• — lOH /2H 'IStC.. /SH' 'ISH --�-- —— — ti -- ,• 15H ,JSH,. r�7 ___________-____________-_______________________ ________________________J________________. C(ASS-200 MAIN L/N£ 4"CCA55 Z00 PAIN L/Nf -- - 26 k- ---------------------- - - - -2-60 - - - _. _ - - 02-A 276'SCH 40-SLEEVES,TY WH 26B -- _ WH 26 «1 _ L _ WH 26A---- O L OMH H 2Z ca :} —•4'=O_1,--... --MAIN-_.L_ _s__. _ :_.. .. r , _{- OE 13,2KV_ 7 cC- 4 —�—: ' .. IRRIGATION LEGEND SYM DESCRIPTIONSYM DESCRIPTION 6' I'PoP-UP SPRAY NfAO W/TN MPR NOZZLE 2 91 VALVE SIZE/ZONE FLOW/N GPM 0 e O IN07Z1£A5/NOMAT£0 OH P(A451 STA/VALVE A,CONTROLLER M 0112 NOZZLE RADIUS UNLABELED HEADS BETWEEN - - --,� I NOZZLE PATTERN MATCH THE 2 IO£NT,CAL LABELS _ ® 12F® POP UP H£ICHT LR=RISER( ADJACENT LABELS, PUMP STATION SCH 40 PVC MAIN LINE �a GATE VALVE _ - CLASS 200 PVC LATERAL LINE ® ELECTRIC CONTROL VALVE ...._ SCH 40 PVC SLEEVES - NOTEEES: ALL P/P[[ING rN SCOHEMATI�CLASLLY FOR GRAPHIC CLARITY. ALL IMPROVEMENTS TO BE INSTALLED WITHIN SEf(>ETA NOPMp9TSP FOR L77MPIETE SPEC/F/CAT/ONS AND A SUMMARY OF IRRIGATION QUANTITIES. MAINTAINING AUTHORITY: INDIAN RIVER COUNTY A' OAT BI' DESCRIPTION REVISIONS E B' DESCRIPTION ��'`D 1 � ---- SHEET DESIGN W57FM KAMFL DEPARTMENT OF 7RANSPORTA77001 N0. soul gggi _ ROAD N0. MINTY FINANCIAL PROJECT ID IRRIGATION PLAN ca.rNl°em nY.w/ro.Imlrom Lwin 5 INDIAN RIVER 228583-5-52-01 ImWer 9/1/2(p5 S.o]H5 vN u•21a5els52aN°macpy'°MOOs.ean I 1 1 / IRRIGATION LEGEND SIA, DESCRIPTIONAM OESCR/PT/ON I ® / B'OR 12-PP-UP SPRAY HEAD WITH 4PR N077lE 2 9 0 10 40 l �VALVE SIZE/ZONE FLOW IN GPN 0 NOZZLE AS INOLCA7E0 ON PLANS) Feet STA/VALVE x,CONTROLLER x OF 12 NOZZLE RADN/S UNLABELED HEADS BETWEEN /£{EYE NOZZLE PATTERN IDENTICAL L,�ELS MATCH THE ® !2f rm POP UP HEIGHT!R=R/SERI ��EHi LABELS. PUMP STATION 1 �a GATE VALVE --- SCH 40 PVC MAIN UNE / CUSS 200 PVC LATERAL LINE ELECTRIC CONTROL VALVE ::::::: SCH 40 PVC SLEEVES THE R`/IVALL PPER NOTESNAND OEAACSLLI'FOR GRAPHIC CLARITY. ALL/YPRD✓EYEN TS TO BE IN57ALLE0`W/THIN `: SEE DETAILS AND TSP FOR COMPLETE SPECIFICATIONS AND A SU41MARY OF IRRIGATION QUANTITIES. It '. - ........, PR .;0,13.2KV RAN-,1_ 200 PR OT w... .. .. ... WH 33WM-� SR--5-{USN—:. 1.5H T I - �/ 15M /2HIOV ��--- - -- 115V ..,'sin 15H 15N N]H BH 55T 1 _- r �- T, !� 1 ss7i r/4 3 V/4 LSV EST. 557 ___— ____._ _ - .:-. - .. r Imo: I• Ar ��I RSB15H_T o F/ !/. ssr BH off ilk /S 3 c 15H.'I5 21* '*----- ------------------------------------------------------------------ ------------------------------- ---' I•C[ASS 200 PAIN LINf ..... ............... - ... __ ..- . O't-A 2•/B'SCH 40 SLEEVES, TYP D5-A _- _ 1—/2'�D/P WMA/8 PC-4•CONDUIT yr' --.- '- WH 30- ______ ,I. ___.____.. ____ _._____.._ _ _ _ ._. __ .. - Wk 75_H o 4 _..__ .. . .......... .... .. q. I - - ___—___ — ..._c..._.._... ._--- . e• ... ... .._.. _ M .... -� a . 1...__._..... FH _ CATV .. - 3(m PR BT ,. ..P.E_H 2 .......... .. 1 _.._ - --.'- _ KV ------ MAINTAINING AUTHORITY: INDIAN RIVER COUNTY REVISIONS I� //������ 71pf�fflrF3WIXWc4fgl pAT BY DESCRIPTION DATE BY DESCRIPTION LAND 91fEffO STATE OF FLORRAA SHEET HIIfPRM0EY7iR DEPARTMENT OF 7RANSPORTA770N No. DE IGH a,o, IWRIGA TION PLAN SOUTH PQ ROAD N0. COUNTY FINANCIAL PROJECT.10 uFowm 5 INDIAN RNER 228583-5-52-0/ LD-2B ar anzos rmw.r snimn sp:u Fu vzzesasssza�aaawWoxxzao. IRRIGATION LEGEND SYM DESCRIPTION I SYM I DESCRIPTION O ID 40 0 e• 6.OR 12'POP-UP SPRAY HEAD WITH MPR NOZZLE ® 9/2 VALVE SIZE/ZONE FLOW IN GPM !NOZZLE AS INDICATED ON PLANS) Feet 0'A STAWALV£r,CONTROLLER o &12 NOZZLE RAOWS UNLABELED HEADS 8E7WEEN 102 NOZZLE PATTERN IDENT.CA,LgD[LS MATCH THE ® 12F© POP UP HEAiHT WR/SERI ADJACENT LABELS. PUMP STATION -- SCH 40 PVC MAIN LINE o-a GATE VALVE CUSS WO WC LATERAL LINE _ ELECTRIC CONTROL VALVE ..._. SCH 40 PVC SLEEVES TNT R LL D PEROJ_S ANCO DE_,_U FOR GRAPHIC CLARITY. All IMPROVEMENTS TO BE INSTALLED WITHIN SEE DETAILS AND TSP FOR COMPLETE SPECIFICATIONS AND A SUMMARY OF IRRIGATION QUANT/TIES. OE /3.2KV FHR 200 PR 6T WH 39 . PR 12, PR 8� . 12' DIP WA,-�. . -WH 40 .. SR 5 (USI) -' - -Y, SST /SV.= LES—T -.. -WH 38 SO PR BT�. P CLASS 200 MAIN LINE ---------------_________�_-__-_-_-- 4'ea-STMAIN UNf ----------- -----��-------__---__---_____ __-----_-_. 260 25 06_A 2'/B'SCH 40 SIEVES,TYP 2 5 TEL MHt.� .... WH 36....... .... ._ ..12'.VIP WMA _ .. PYA FM ...o- "-_�... .a . ....pro.-..y.. s - RIW _ - - - - FH 3 f-OE 7.6 KV 4 4 P � - MAINTAINING AUTHORITY: INDIAN RIVER COUNTY REVISIONS 11% � STATE OF fiWRL9ARANSPO SHEET GATE 8Y DESLRIPTN)N DATE BY DESCRIPTION ND W57F DESIGN �'L R DEPARTMENT OFTRANSPORTATTON IRRIGATION PLAN "� SOUTH M14mwROAD NO. COUNTY FINANCIAL PROJECT!0 �"""�" •"" r4WE Na LAKOSW 5 INDIAN RNER 228583-5-52-01 LD-29 annrmr.oI w ro.rmuw:awxc r.w.. snYva zwns Pu u�zzesessszavoroawvrwaas.ao. ®� IRRIGATION LEGEND STU OESCRIPTION SYM DESCRIPT N ® 1 OR l2'POP-UP SPRAY NEAR WITH MPR NOZZLE 0 10 40 2 9/ VALVE SIZE/ZONE FLOW/N CPM 09* INOZZIE AS W01CSPRA OH PIANS/ Feet STANALV£s,CONTROLLER EBT12 NOZZLE RAGVS UN(ABE1E0 gN�Bf[[A05 BETWEEN 102 NOZZLE PATTERN �ACENT LUBElLSS.MATCH THE ® PUMP STATION 12F1® POP UP HEIGHT TR=RISER/ SCH 40 PVC MAIN LINE oa GATE VALVE CLASS 200 WC LATERAL LINE ® ELECTRIC CONTROL VALVE ..... SCH 40 PVC SLEEVES NOTES: ALL PIPING SHOWN SCHfMA7/CALLY FOR GRAPHIC CLARITY. ALL IMPROVEMENTS TO BE INSTALLED WITHIN THE R/W'ANO PER NOTES AND (NAILS. SEE DETAILS AND TSP FOR COMPLETE SPECIFICATIONS ANO A SUMMARY OF IRRIGATION WANTIT/ES. 200 PR OT OE 1J.2K H 42 ST .. . ... .. ............ .... l2•D/P WM.-N SR 5 (USI) . L7 -- /SH (SN l5H J5H p- ,_-_.,p _ f5N}BH_ l2V 2 '`�� } } _!�'.*•1 f 1 _ r. ...1.�.... 1 �F 7 1�� � .— 2 f•,` uL 1--, 4-;- r b:� / U f.,t S r �l-1r t! 2 Y � K T. �''.� - ..:. ..-....._ SST -r ,..,,.I,. t..i� r.� ..)• I/.' �/ k., ��d: r wR 46 r;�IGH o-- /SH ISH EST SST._ 2!2• /• '�V� ,• r�7• r J!I• , �i• ' I' rel• -'- ,. ------------------------------------------ ----------------------------------------- ------------ fr4 -__------ 4'CLASS 200 MAIN UNE 4•CU55 M I �ICH 25 25 25 - -------- - ----- -'- — -- WH 4'yam _ ....- _- --- ------- I wH as g TE MH �, .. RM,�--KV . _ _ 300 PR BT e - -- 15'DIP`f ATV 900 P.. DT l le WM 6•WY� �+ l MAINTAI G AUTHORITY: INDIAN RIVER COUNTY ' REVISIONS I I A 3101®ffilBMSIWESTOR STATE OF FLORIDA NLD-JO 0E IPTION OATS B" OESCRIPT/ON '�`ND SI mim N WMINLBEAG FL DEPARTMENT OF 7RANSPORTA770NIRRIG 9L TI®N PIANSOUTH (M/088�11ROAD N0. 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I COUNTY FINANCIAL PROJECT/D ROBWEm LAREGOWm 5 INDIAN RIVER 228583-5-52-0/ LD-32 C.nmwr.or Avlror/nrAwv anm; /maysl 9///246 5D1:5/Pu u.22B5lJ5510VvmeeyWmMlSepn IRRIGATION LEGEND SYM DESCRIPTION I SYM I DESCRIPTION 6.OR 12'POP-UP SPRAY HEAD WITH MPR NOZZLE 2 9l VALVE SIZE/ZONE FLOW IN GPM 000 )NOZZLE AS'INO/CATED 0.Y PI.WSI Of-A STANALVE r,CONTROLLER r 0112 NOZZLE RADIUS UN ELED HEADS BETWEEN 0 /0 40 Ic'Ql2 NOZZLE PATTERN I MTICAL UBEFLS MATCH THE Feel ® ® PUMP STATION 12FQ POP UP HEIGHT lR=RISER) AWACENT LAB LS. GATE VALVE SCH 40 PVC MAIN LINE oa CUSS 200 PVC LATERAL LINE ELECTRIC CONTROL VALVE .:... SCH 40 PVC SLEEVES NOTES: ALL PIPING SHOWN SCHEMATICALLY FOR GRAPHIC CLAR/TY. ALL IMPROVEMENTS TO BE INSTALLED WITHIN TH RIW AND PER NOTES AND OETA;S. SE DETAILS AND TSP FOR COMPLETE SPECIFICATIONS AND A SUMMARY OF IRRIGATION QUANTITIES. OE /3 2KV lK70 PR ST � 00 PR OT WFT -`..-e,,.---- '. 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DESIGN am IRRIGATION PLAN SOUTH MGM ROAD PO' CCUNT FINANCIAL PROJECT ID 1111W8901U�1°n 5 INDIAN RIVER 228583-5-52-01 LD-34 a aooms Irulirl 9///L%G 5,05:2 IN c:�2ZB5BJ552fUWNxpp'dWT/dp+ IRRIGATION LEGEND SYM DESCRIPTION 5YMDESCRIPTION 6.OR!2•POP-UP SPRAY HEAD WITH UPR NOZZLE /2T9,\ VALVE SIZE/ZONE FLOW/H GPM 0 e• LNOZZIE AS IND.CATED DV PUNS) 0 10 40 01-A STANALVE r,CONTROLLER z EV12 NOZZLE RADIUS UNLABE[E0 HEAOS BETWEEN 1252 NOZZLE PATTERN IDENTICAL IABE($HATCH THE F® ® PUMP STATION 12F© MP UP HEIGHT IR=RISER) ADUCENT LAB LS. GATE VALVE SCH 40 PVC MANN LINE oa CUSS Z00 PVC LITERAL LINE ELECTRIC CONTROL VALVE ..... SCH 40 PVC SLEEVES NOTES: ALL PIPING SHONAI SCHEMATICALLY FOR GRAPHIC CLARITY. ALL IMPROVEMENTS TO BE INSTALLED WITHIN 7H 11/11 AND PER NOTES AND OETAI(,5 S£ DETAILS AND TSP FOR OOMPLET£SPECIFICATIONS AND A SUMMARY OF/RR/GAT/ON QUANTITIES. FH -0E 13.2KV-- __.._ ........ ° _ .. _-- - _ .. .. ...._ - - .— It WH78� --. l6•PVC FM WH 79- ...... .. .. ,...v_. ... 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