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HomeMy WebLinkAbout36763 Eiland Blvdg I Z 0 T in ',Av f ► otS ,LL WORK ALL yr - A , CODES ELOIDA vl�?r�LY'ulidiH AF�E��AILtI�tC ANTIOyAL ELECTRIC f CODE CODE, ORDINANCES ITY i?F ZEPyyRH1LLS REFER TO PLAN AND STEEL COLUMN SCHEDULE FOR BASE PLATE. BROKEN ANCHOR BOLT (CUT FLUSH OR BELOW TOP OF BASE PLATE AS REQ'D.) iE 1/2"x5"x5° 3/4"0 EPDXY ANCHOR, 811 EMBED 2 • • CITY OF ZEPHYRHILLS'' C PLANS EXAMINER � � BASE PLATE REPAIR DETAIL SCALE: 1-1/2" = 1'-011 MOHAN ENGINEERING, INC. Consulting Structural Engineers FL C.O.A. No. 7498 George E. Mohan FL P.E. No. 46665 13051 W. Linebough Ave., Suite 102 • Tampa, FL 33626 Phone (813) 475-5983• Fax (813) 699-8336 New Medical Office Building FLORIDA MEDICAL CLINIC Eiland Boulevard and Simmons Road Zephyrhills, Florida 33542 SUPPLEMENTAL DRAWING DUJG. NO. SDS-1 DATE 0&/09/2018 �1 u, III I II 1 r, 1 I 1 II 1 1 I1 1 1 11 ' 1 111 1 — 1 1 1 1 1 1 _� 1� II I IIt 1 4 1 IM III Ir ',I M aI FI111111 k 111149110 11 1 IfNIn ,, I I I I 1 11 111 1 1 1111., C ;1 BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM "BOUNDARY AND TOPOGRAPHIC SURVEY" FOR FMC @ EILAND AND SIMONS PREPARED BY BRUCE MCGEHEE, PLS (9578), OF BRUCE MCGEHEE, PSM, INC DATED JUNE 23, 2015 AND REVISED THROUGH JULY 19, 2016. ADDITIONAL TOPOGRAPHIC INFORMATION TAKEN FROM "BOUNDARY AND TOPOGRAPHIC SURVEY" FOR BILL NYE PREPARED BY BILL R. BROWN OF BILL R. BROWN, P.L.S., INC DATED APRIL 12, 2012. AND INFORMATION TAKEN FROM "RECORD SURVEY", PREPARED BY BRUCE MCGEHEE, PLS (9578), OF BRUCE MCGEHEE, PSM, INC DATED OCTOBER 16, 2013. CIVIL ENGINEER/PLANNER: AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 GEOTECHNICAL ENGINEER: NAME ADDRESS CITY, STATE ZIP PHONE:( ) SURVEYOR: AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 i GAS: TECO PEOPLES GAS 1400 CHANNELSIDE DRIVE TAMPA, FLORIDA 33605 PHONE: (813) 927-7719 TELEPHONE: VERIZON FLORIDA INC. 1778 PARK AVENUE NORTH, SUITE 200 MAITLAND, FLORIDA 32751 PHONE: (407) 539-0644 CABLE: BRIGHT HOUSE NETWORKS 30432 SR 54 WESLEY CHAPEL, FLORIDA 33543 PHONE: (813) 856-5129, x84402 TRAFFIC ENGINEER: AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 ARCHITECT: OLIVERI ARCHITECTS 32707 US HIGHWAY 19 PALM HARBOR, FL 34684 PHONE: (727) 781-7525 LANDSCAPE ARCHITECT: CATHERINE MORAHAN, RLA 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 430-5038 POWER: DUKE ENERGY 36453 EILAND BOULEVARD ZEPHYRHILLS, FLORIDA 33542 PHONE: (813) 783-6944 SEWER: CITY OF ZEPHYRHILLS 5335 EIGHTH STREET ZEPHYRHILLS, FLORIDA 33542-4312 PHONE: (813) 780-0008 WATER: CITY OF ZEPHYRHILLS 5335 EIGHTH STREET ZEPHYRHILLS, FLORIDA 33542-4312 PHONE: (813) 780-0008 CA @I M, N ii I RJUU 1 [91 Ri I P I ]LqAmlLN NOR I = N Aa, .1 11 j I t1i ON [ E NO 0, Sheet Number Sheet Title 1 COVER SHEET 2 NOTES AND SPECIFICATIONS FOR 3 DEMOLITION PLAN 4 HORIZONTAL CONTROL PLAN 5 PAVING, GRADING AND DRAINAGE PLAN 6 (SHEET REMOVED) 7 UTILITY PLAN FMC @ EILAND & SIMONS 8 NPDES NOTES 9 NPDES DETAILS 10 SITE DETAILS 1 11 SITE DETAILS 2 12 SITE DETAILS 3 13 UTILITY DETAILS 1 14 UTILITY DETAILS 2 15 UTILITY DETAILS 3 L1 LANDSCAPE PLAN SECTION 4 TOWNSHIP 26 SOUTH, RANGE 21 EAST L2 LANDSCAPE DETAILS L3 LANDSCAPE NOTES ZEPHYRHILLS F LO R I DA IR1 IRRIGATION SCHEMATIC ' IR2 IRRIGATION DETAILS Prepared For FLORIDA MEDICAL CLINIC, P.Al 2100 VIA BELLA BOULEVARD, #102 LAND O LAKES, FL 34639 Prepared By., CIVIL ENGINEERING LAND PLANNING TRAFFIC/TRANSPORTATION SURVEYING GIS 2300 CURLEW ROAD STE 201 PALM HARBOR, FLORIDA 34683 PHONE (727) 789-9500 FAX (727) 784-6662 AVIDGROUP.COM THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP, @ (727) 789-9500. 7 6 5 5/21/18 MODIFICATIONS FOR CITY RE -APPROVAL DJG 4 02/05/18 REVISED BY ARCHITECT FOR CONSTRUCTION TAM 3 12/05/17 REVISED FOR CONSTRUCTION TAM 2 12/13/16 PER COUNTY AND CITY COMMENTS TAM 1 10/17/16 PER COUNTY AND CITY COMMENTS TAM NO. DATE DESCRIPTION BY R E V I S 1 0 N S r r-. _/ I . % 1� 0a 1A s "A-c NO. 84516 -10 STATE OF s O 05/21/2018 s' � Ctj a nirrJrhiruJetuinsna�ni��it�e��'� PROPERTY OWNER: FMC EILAND LLC 38135 MARKET SQUARE ZEPHYRHILLS, FL 33542-7505 PROPERTY LOCATION: i EILAND BOULEVARD ZEPHYYHILLS, FL 33542 PROPERTY PARCEL I.D. NUMBER: 04.26-21-0000-00100-0060 LEGAL DESCRIPTION: SEE BOUNDARY SURVEY PROPERTY ZONING: PER SILVER OAKS PLANNED UNIT DEVELOPMENT (PUD), TRACT "M" FUTU'AE LAND USE: FLU 2012 RESIDENTIAL URBAN BUILDING S �B K REQUIREMENTS: FRONT: 25' SIDE: 10, REAR: 15' PROPERTY USE: EXISTING PROPOSED USE: OP OP MAXIMUM BUILDING HEIGHT: ALLOWED PROPOSED HEIGHT: 30' <30' LOT COVERAGE CALCULATIONS: EXISTING EXISTING PROPOSED PROPOSED BUILDING AREA 12,000 SF 4.58 % 27,731 SF 10.58 % PARKING & SIDEWALK AREA 43,479 SF 16.58 % 146,460 SF 55.85% TOTAL IMPERVIOUS AREA 55,479 SF 21 .16 % 174,191 SF 66.43 % TOTAL PERVIOUS AREA 184,177 SF 70.24 % 65,465 SF 24.97 % POND 22,560 SF 8.60 % 22,560 SF 8.60 % TOTAL SITE AREA 262, 216 SF 100.00% 262,216 SF 100.00 % PARKING (REQUIRED): 1 PARKING SPACE PER 150 SF OF FLOOR AREA 31,278 SF/150 = 209 SPACES REQUIRED HC SPACES REQUIRED: 7 STANDARD STALL SIZE = 9' x 20' HC STALL SIZE = 12' x 20' PARKING (PROPOSED): STANDARD PARKING SPACES = 239 HC SPACES = 10 TOTAL PARKING SPACES = 249 TOTAL NEW PARKING SPACES = 236 FLOOD ZONE: A TOTAL OF 13 SPACES FROM THE PREVIOUS DEVELOPMENT WILL BE REMOVED AND REPLACED BY THIS PROJECT. THIS PROPERTY LIES IN FLOOD ZONE " X", AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP; COMMUNITY PANEL No. 12101 C 0452F, DATED 09/26/2014. Sunshine8�t% com FMC @ EILAND & SIMONS AVID GROUP JOB # 384007 DATE: 7/1 /16 PASCO COUNTY NOTES: 1. AT COMPLETION SUBMIT RECORD DRAWING/ASBUILTS OF OFFSITE IMPROVEMENTS IN .PDF DISK FORMAT TO STORMWATER MANAGEMENT, 4454 GRAND BLVD, NEW PORT RICHEY, FLORIDA. 1 2. SIDEWALKS SHALL BE CONSTRUCTED OF NATURAL COLORED CONCRETE AT LEAST 3000 PSI IN STRENGTH, FIBER REINFORCED, AND FOUR (4) INCHES IN THICKNESS EXCEPT FOR DRIVEWAYS APPROACHES WHICH REQUIRE A MINIMUM OF SIX (6) INCHES. 1 NO DEWATERING SHALL OCCUR WITHOUT WRITTEN APPROVAL BY THE PUBLIC WORKS DIRECTOR. WHERE DEWATERING IN THE RIGHT OF WAY IS PROPOSED, IT MUST BE ACCOMPANIED BY A PLAN TO INSURE THERE IS NO SEDIMENT TRANSFER, PUMPED WATER IS UNCONTAMINATED. 4. NO TRACK TYPE EQUIPMENT WILL BE ALLOWED ON ANY ASPHALTIC OR CONCRETE SURFACES. 5. NO ILLICIT DISCHARGE SHALL OCCUR AS A RESULT OF ACTIVITY PERFORMED PURSUANT TO THIS PERMIT. 6. NO OPEN CUTS WITHOUT SPECIFIC APPROVAL FROM THE PUBLIC WORKS DIRECTOR. 7, ALL UTILITY LINES WITHIN THE RIGHT-OF-WAY SHALL BE PLACED A MINIMUM OF 36" UNDER THE ROADWAY AND A MINIMUM OF 30" UNDER NON -TRAFFIC BEARING SURFACES, 8. ALL UTILITY LINES WITHIN THE RIGHTS -OF -WAY SHALL BE CLEARLY IDENTIFIED AT REGULAR INTERVALS. 9. UNLESS THE UTILITY GOVERNING REGULATION DIRECTS FURTHER, A MINIMUM TWELVE INCH SEPARATION FROM ANY STORMWATER STRUCTURE OR PIPE SHALL BE REQUIRED. 10. ALL TRAFFIC CONTROL DEVICES, I.E.: WARNING/CONSTRUCTION TYPE SIGNS WILL COMPLY WITH F.D.O.T. 600 STANDARD INDEX DURING THE CONSTRUCTION PHASE. 11. ALL DISTURBED AREAS OUTSIDE THE 2:1 ROADWAY CONTROL LINE (SHOULDER) SHALL BE COMPACTED TO FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH AND REPLACED WITH SOD. AREAS WITHIN THREE (3) FEET OF EDGE OF PAVEMENT SHALL BE COMPACTED TO PASCO COUNTY TESTING SPECIFICATIONS. 12. ALL BACKFILL SUB -BASE, BASE AND ASPHALT SURFACE RESTORATION SHALL COMPLY WITH THE LATEST PASCO COUNTY SPECIFICATIONS OR AS OTHERWISE APPROVED BY THE COUNTY ENGINEER OR HIS DESIGNEE, 13. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND RELOCATE ALL TRAFFIC CONTROL DEVICES DURING THE CONSTRUCTION PHASE. AFTER CONSTRUCTION IS COMPLETE THE DEVICES WILL BE REINSTALLED TO THE ORIGINAL LOCATION. ANY DAMAGED DEVICES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE. 14. SIDEWALKS WILL BE CONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC WILL BE MAINTAINED AT ALL TIMES. IF SIDEWALK IS REMOVED, IT WILL BE REMOVED TO THE NEAREST EXPANSION JOINT AND REPLACED PER FOOT INDEX 310. ANY SIDEWALK, WHICH BECOMES UNDERMINED, MUST BE REMOVED AND REPLACED. ROADWAY/SIDEWALK CONNECTIONS REPLACEMENTS MUST MEET CURRENT ADA STANDARDS AND F,D.O.T. INDEX 304. 15. ALL EXISTING DRAINAGE TO BE MAINTAINED AND RESTORED TO DESIGN FLOW LINES. 16. NO WORK, EXCEPT FOR EMERGENCY TYPE, WILL BE PERFORMED AFTER SUNDOWN AND BEFORE SUNRISE. 17. ALL LINES LOCATED WITHIN ROADSIDE DRAINAGE DITCHES SHALL BE A MINIMUM OF 30 INCHES BELOW THE LOWEST POINT OF THE DITCH OR THE INVERT OF ANY CULVERTS WITHIN RIGHT-OF-WAY WHICHEVER IS LOWER. 18. FRICTION COURSE TO BE FC-3, IF REQUIRED. 19, ANY LINES CROSSING CULVERTS SHALL BE AT LEAST 30 INCHES BELOW THE BOTTOM OF THE CULVERT. 20. STRUCTURAL COURSE TO BE S-3, IF REQUIRED. 21, ALL PEDESTALS AND BOXES LOCATED WITHIN THE ROADSIDE DITCHES SHALL BE APPROPRIATELY MARKED AND/OR IDENTIFIED, AND LOCATED WITHIN 12 INCHES OF THE BACK OF THE RIGHT-OF-WAY. 22.AT ALL TIMES DURING CONSTRUCTION APPLY PERIMETER CONTROL (BMP'S) SOURCE MANAGEMENT AND PRACTICES TO PROTECT THE DISTURBED AREA FROM OFFSITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW ACTIVITY. 23.MINIMIZE THE EXTENT OF AREA EXPOSED OF NATURAL VEGETATION AT ONE TIME AND THE DURATION OF EXPOSURE TO ELEVATE EROSION POTENTIAL. 24.INLETS TO STORM SEWERS SHALL BE PROTECTED BY SUITABLE FILTERING DEVICES DURING CONSTRUCTION TO KEEP POLLUTANTS FROM ENTERING CONVEYANCE SYSTEMS. 25.REQUIRED EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION AND SHALL BE REMOVED ONLY AFTER STABILIZATION HAS BEEN ESTABLISHED. 26.ANY FIELD CHANGES THAT MAY OCCUR CONTRARY TO THE PROPOSED RIGHT OF WAY USE PERMIT PLAN SHALL REQUIRE AN ASBUILT AMENDMENT SUBMITTAL FOR REVIEW AND ACCEPTANCE. GENERAL CONSTRUCTION NOTES (11 /29/12) 1. SEE SURVEY FOR SITE SPECIFIC BENCH MARK AND ELEVATION DATUM. USE DATUM NOTES THIS SHEET FOR CONVERSION. 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS MARKED BY CALLING "SUNSHINE 811"AT 1-800-432-4770 OR 811 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE 811" PROGRAM. 4. CHAPTER 77 153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS MUST BE FIELD VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL. EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY A MINIMUM OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. 6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT CONDITIONS. 10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE NECESSARY. 13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED. 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, 15. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED. 16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 18. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE THAT ALL REQUIREMENTS HAVE BEEN MET, 20. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION. 21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION SITE, 22, THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY. TESTING SCHEDULE GUIDE (12/11/09) ITEM TEST TYPE TEST I.D. REQUIREMENT FREQUENCY EMBANKMENT MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM ONE PER 2,500 S.F. T238 DENSITY HORIZONTALLY; ASTM D1556, D2937 ALTERNATING LIFTS (12 INCHES) D2922 UTILITY MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE TRENCH BACKFILL OPTIMUM MOISTURE ASTM D1557 UNDER ROADWAYS FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM ONE PER 2,500 S.F. AND STRUCTURES T238 DENSITY HORIZONTALLY; ASTM D1556, D2937 EVERY 12" VERTICALLY D2922 D2922 AT LEAST ONE FOR EACH PIPE RUN BACKFILL OF MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE STRUCTURES OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM EVERY 12" VERTICALLY T238 DENSITY ASTM D1556, D2937 D2922 SUBGRADE BEARING VALUES LBR - FLA. D.O.T. MAXIMUM DENSITY AASHTO T180 OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY & AASHTO T191, T238 THICKNESS ASTM D1556, D2922 BASE BEARING VALUES LBR - FLA. D.O.T. MAXIMUM DENSITY AASHTO T180 OPTIMUM MOISTURE ASTM D1557 THICKNESS AASHTO T191, T238 FIELD DENSITY ASTM D1556, D2922 GRADATION AASHTO T27, T98 AASHTO T90 ATTERBERG LIMITS ASTM C136, D423, D424 SOIL CEMENT BASE MIX DESIGN PORTLAND CEMENT ASSOC. SPECIFICATIONS (TO BE USED IF MAXIMUM DENSITY AASHTO T134 SEPARATION BETWEEN SHWT & BOTTOM OF OPTIMUM MOISTURE (STANDARD) BASE IS <1.5') COMPRESSIVE PORTLAND CEMENT STRENGTH SPECIMENS ASSOC. SPECIFICATIONS TEST CORES PORTLAND CEMENT ASSOC. SPECIFICATIONS FIELD DENSITY & AASHTO T191, T238 THICKNESS ASTM D1556, D2922 ASPHALTIC CONCRETE MATERIALS QUALITY AASHTO T164 BITUMEN CONTENT, ASTM D2172 GRADATION FIELD DENSITY ASTM 02950-81 LOS ANGELES AASHTO T96-77 ABRASION ASTM C131-81 THICKNESS N/A ONE PER SOIL TYPE CHECK POINT LBR AT SEE TYPICAL 500 L.F. HORIZONTALLY PAVEMENT SECTION ONE PER SOIL TYPE ONE PER 2,500 S.F. HORIZONTALLY ONE PER SOURCE OR AS MTL. CHANGES CHECK POINT LBR AT 500 L.F. HORIZ. SEE TYPICAL ONE PER SOURCE PAVEMENT SECTION ONE PER 2,500 S.F. HORIZONTALLY ONE PER SOURCE SEE TYPICAL PAVEMENT SECTION ONE PER SOIL TYPE ONE PER SOIL TYPE DAILY ONE SET OF 3 PER SOIL ONE SET OF 3 PER SOIL ONE PER 2,500 S.F. HORIZONTAL PER SPECIFICATIONS ONE PER DAY 95% OF LAB DENSITY ONE PER 2,500 S.F. HORIZONTAL PER SPECIFICATIONS ONE PER SOURCE PER SPECIFICATIONS ONE PER 2,500 S.F. CLEARING AND EROSION CONTROL NOTES (4/30/04) 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2, THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. T 3, THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS POR 0F THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES, 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR DEMOLITION OF EXISTING STRUCTURES. 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/DETENTION AREAS SHALL BE RESHAPED, CLEARED OF SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. PAVING, GRADING AND DRAINAGE NOTES (4/30/04) 1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER. 2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE, 3. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTING CONCRETE PAVEMENT. 4. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PARKING STALL STRIPING SHALL BE 6" WIDE PAINTED WHITE STRIPES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 6. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT INDEX 205. T STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 9. PVC STORM PIPE, 12" AND SMALLER, SHALL CONFORM TO AWWA C-900, SDR-18, CLASS 150; UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 10. PIPE LENGTHS SHOWN ARE APPROXIMATE. 11. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 12, THE CONTRACTOR IS TO GRASS THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE -WEEK FOLLOWING CONSTRUCTION OF THE POND. 13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 14. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS (4/30/04) 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED IN ACCORDANCE WITH THE TESTING SCHEDULE FOUND IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANITARY SEWER NOTES (12/24/09) 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS, 3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES, 4. SANITARY SEWER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA; 3- 12' DEPTH SDR-35 12'- 18' DEPTH SDR-26 > 18' DEPTH DIP 5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN" 7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY LINED. 9, ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS (12/24/09) 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. ALL GRAVITY SEWER PIPING SHALL BE VIDEO TAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND THE ENGINEER. 3, THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS REQUIRED BY LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. WATER SYSTEM NOTES (12/24/09) 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED. 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 IN ACCORDANCE WITH AN I A 21.51 AWWACl C S 3S ( C 51) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 5, ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.10 AND A 21.11 (AWWA Cl 10 AND AWWA Cl 11 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECT ION. 7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. 9. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE POLYETHYLENE TUBING WITH COMPRESSION FITTINGS. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 11, ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. FDEP NOTES (04/02/04) 1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. 3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. 4, ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR, (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE, ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) 5. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD -FACING ELBOW, 6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES. 7, A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. 8. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. 9. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. 10. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.R.C. 11. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE A MINIMUM COVER OF TWO FEET. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS (04/02/04) 1, ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL AUTHORITIES. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM "U" ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM, COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER. WATER CLEARANCE REQUIREMENTS (04/02/04) 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.G.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. 3. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. oIQ < << Q M z O r= > O m z aa0 ww ZO z -5 o 0 o a a C) U U o m } r U H(D o U U W LL = z O o Z o Z p z z U ¢ ¢ ¢ m m o z z o mw O O co u) U U O w m m a m m a r r T W o r r F- N 0 C."N N O Q 'n o) Cfl Ln C`7 CV ,- 0 mw>-cn-Ozw J L, cc z> O Q® 1 W (D o(0mwza" w W 1\ T _jmwm0=m c7 O O <0CCLUFOmoS z O U)w0r ¢ 0Dt (0LL0co 2i C � co z0zwo- t(') Z-0 a¢0 O d 0,W O 3: U a a Q NO, 84516 h � D STATE OF ? 05/2 1� p � 1,�018 ., OR P•. h/r,,.... NA L. I. \, oR7 0 N ui Q U) cn � o C] o 2 O rn N O u- o6 ( _!�i fr 00 m O N Cl cc ¢ v ti 0 Z _ Ltd N CL U ce) Z C`3 oc �00o Ox� co¢a =<� N d cM CL LL. Q o071 cn z z O z ui < Lu Z J c O z Q a. cn LLI 'Z Z -j J < w LL O` V 7 z D 0 U 0 ♦0 V a a L) LIL Lu M 0 z a cn W O z NOTES: 1. THE CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30 DAY CURING TIME HAS ELAPSED 2. SHOULD ANY OF THE INFORMATION PROVIDED HEREIN CONFLICT WITH EITHER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, AND/OR THE GEOTECHNICAL REPORT, THEN THE AFOREMENTIONED RECOMMENDATIONS WILL SUPERSEDE THIS "TESTING SCHEDULE GUIDE" S H E E T N 0 TREE LEGEND j • OAK ' �g6 IQ :4 ,Ix 4� ■ CHINA BERRY (D ��x 4p 6 ob X Iv 9 416� CAMPHOR i� CHERRY LAUREL N a -qb. PARCEL ID NO. a6 _ I 1p 04-26-21-0000-00100-0080 I ZONING: OPUD X D 7. II Avu � g�S�, I /....... TOP ' 9 a.72 • - --- --. - _-- I /./ IN�� 92,-50 � DEMOLITION NOTES: / 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN / UNLESS OTHERWISE NOTED. \ \ / 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3, THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION AND ALL PHASES OF F.C.I.R 5/8" CONSTRUCTION, SEE GENERAL NOTES AND DETAILS. F.C.I.R 5/8" / \ \ L.B. #7168 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS. L.B. #7168 / \ 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT, OF NON SHRINK GROUT OR AS F.C.I.R 5/8" \ OTHERWISE APPROVED BY ENGINEER. L•B• #7168 \ \ 6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION AND \ \ LIFT STATION DEDICATION CONSTRUCTION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITYJCOUNTY STANDARDS, F.C.1.R 16 8" O.R. 9033, PAGE 2893 7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL(RELOCATION OF EXISTING UTILITIES WITH THE L B. #7168` �' OWNER OF SAID UTILITY. THIS SHALL INCLUDE WATER, SEWER, STORM DRAIN, GAS, CABLE TV, POWER \ �� EASEMENT AGREEMENT FOR \ ACCESS TO SEWER AND AND TELEPHONE. \ FORCE MAIN 8. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE O.R. 9033, PAGE 2896 RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS \ �� PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED, F.C.I.R 5/8" V 9. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC ;" i L•B• #7168 CONTROL STANDARDS. i -"--...__. / 589'S1'53"E 333.89'(D) X461� : h• 1 la '°' '°- ! /,- 6�h N89'40'29"E 333`(F) 10 D RECOMMENDATIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED ---- .. - , i��'NSF'- - � - �Sr`- - _ �f�_• _ - f--•"_ - �F=• - 1v - --Sri•_ - _•�. 1, N>r, \ FOR THIS SITE �• \ REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY / 4� ``'`` DETAIL ..A.. 11. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE LPii `�•' x COORDINATED WITH THE WATER DEPT, 0 9h ff ( # } } // ( R,}Z ' 6.*' ' SILT FENCE O (''': i I •i I ,d'"� - _IPiV :: 92.r - - - - - - (TYP ``���' S>�36, ei NOT TO SCALE O , - - - - - - �a.n 41' 12, CONTR CTOR TO COORDINATE REMOV L( ELOCATION OF EXISTING POWER POLES AND OVERHEAD i i t� I w._�--------------------_____ _ ��` S 0584 WIRES.A A R f .. ._ _," W`" `"' . --' '- ''- - - 13, REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED. , �,,,, • _ .. - \ 2. --------.,w. --------------- _._�,w,,,_,,,,._ eI I I 14. IBLE FOR THE PROPER OFFSITE DISPOSAL OF ALL SPOIL MATERIALS REMOVED _ - ® \ `. ls2 �Q> NTRA T R i RE P N x` \� 2s FROM THE PROJECT SITE. �•' (F� 15. ANY WELLS ENCOUNTERED ON -SITE SHALL BE CAPPED BY A L€CENSED WATER WELL CONTRACTOR IN - o -� ASP" ACCORDANCE WITH RULE 4OD-3.531(2). F.A.C." IQ 46 �Q: "i" '" N 16. ALL DISTURBED AREAS IN THE RIGHT OF WAY SHALL BE SODDED. i ti a x4A o N X4 \ \. x '. �,. \ \ \ SILT FENCE NOTES: II �,__, I 1 ' � \ \•. 1. NON -TRENCHED SILT FENCES IN AREAS WHERE EXISTING TREES ARE TO BE PRESERVED. x11 ,w I , \ \ \ \` O "), I I ' ; , I x �o� \ \ \'• 2, SILT FENCE LOCATED ADJACENT TO BOUNDARY SHALL BE STAKED AT 1 FT. OFF PROPERTY LINE. 9 ! 4 \ X x9�w X4� \ 4g5 �'\ ss 4 �g DEMOLITION LEGEND g6' \ x fy y^. 3. .... -... ... --_- _.__ .._._ � i �� .� � x ���' �/��� � \ \` �•••�•••�•••� SITE BOUNDARY LINE \ 0' 30 60 o I Xx °' ! \ \y,. \\ - CENTER LINE OF ROAD O 1 I SILT FENCE �� _ , \•,�9 O v - - \ " \ \ \�A�C SCALE: 1 - 30' RIGHT OF WAY (TYP) \ i \ \ \••, OF PAVEMENT \ ti 04 I I I , - \ \ \ \` `r,':a,d''} ,:: --- EXISTING EDGE A ;'' `mil ,, . "r i •� v �. £. O C'i i 'I �S� \ \-EF-EF-EF-EF- TREE BARRICADE - 00 � 9 2 SAWCUT AND REMOVE 125 LF v v A� I i , zji 4° Q O'` i i )) "�I€'ti1 9�.E;4U ,�f �' � TYPE D CURB v.,_� v \. / CP 1 V , , it O 1 / \ EROSION CONTROL N I • ? (2) EXISITNG PARKING SPACES AND 42 I ', � It `�N LF OF TYPE D CURB TO BE REMOVED - - - - - - -� - - - -- - - - - - - - - - - -�_/ f h� O , ; I a, « `I <' \ \ r \ ; £w^. 1 "(I EXISTING PAVEMENT TO BE REMOVED f i i:: 4 _ ' r, f '-.._""". --" .. ....._ r,."""""". _.._ _. _ _._ l `?�.1 , = F i x Y� I $ - x �q I •tom f -` / \� .. fh t .. .... I`i I ; �� �, * , x , � 0 4�. h x $h, 2' f ; � � SEE DETAIL A r / / ! EXISTING STRUCTURE TO BE REMOVED v , /I I 9' .I NEW CONNECTION 24" RCP ( � ` '�� f<' "' I SILT FENCE _ v - _ REMOVE R!P-RAP •�I �� I c cm m 0 e a a N M m O m m r N 1 LINE TABLE LINE BEARING DISTANCE L1 D N33'22'16"E 2.00' L2 D N33'22'16"E 20.00' L3 F S32'57'56"W 21.87' L3 D N33'24'34"E 22.00' L4 F N57.04'23"W 25.00' L4 D S56'37'44"E 25.00' L5 F N32'55'37"E 2.00' L5 D S33'22'16"W 2.00' L6 F N57'04'23"W 2.59' L6 D S56'37'44"E 2.59' L7 D N56.37'44"W 3.92' L7 D S56'37'44"E 3.92' L8 F N89.40'29"E 40.68' L8 D S89'51'53"E 40.39' i r \\ EXISTING LANDSCAPE ISLAND TO BE A >,! 1 / •`, `x,,,r. 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I �, I" I SITE LEGEND HANDICAP PARKING SITE BOUNDARY LINE CENTER LINE OF ROAD lc� PROPOSED CURB PARCEL ID NO. ............ EXISTING EDGE OF PAVEMENT 04-26-21-0000-00100-0080 ZONING: OPUD PROPOSED CONCRETE PAVEMENT PROPERTY PROPOSED ASPHALT PAVEMENT S89*51'53"E 333.89'(D) BOUNDARY '%l 2'; L8 333.63'(F) N89*40'29"E 0) PROPOSED HEAVY DUTY PAVEMENT 7*11 TYPE "D" 20'LANDSCAPE 60' 30, CURB s;10 TYPICAL L — — — — — — — — — — — — — — BUFFER '36, TYP .40" — — — — — — — SCALE: 1 30' ............. . . . . . 3 HC HANDICAP SO_ 121, 7 11 PARKING SPACES 14 0 N®R m! 7,777, 01 S/W SIDEWALK IR 1 IM "N' zI -- — 11 . . . . . ..... ................. p R5' 6RADIUS . . . . ..... LF LINEAR FEET "N M SF SQUARE FEET CASE 11 RED ............. . ....... ......... . . 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Z .. ........ ........ 1 8 :=U ........ ... ... 11 . ............. .. ........... ----------- -------------------------- F 6 TACTILE SURFACE __j L 4zi w uJ u- z L.L PER FDOT INDEX 304 12A5' - ------------- - - Lu 7z c Z PARclr!l, IP e"Vo, F- 7�' 04 -26-21 -0000-00.100-0060 Lu w 00 C ZONEVG. )PU'D COVERED ENTRY ------ ---------------------- < FAMILY MEDICAL CENTER ---------- fo 31,278 SF — - - - -- ----- ------- ---- 2 STORIES GREEN AREA e 12" C4 0 PLANTERS TYP) ---------- -------- - - io 7 . . . . . ...... Izz 24 co ....... . ........ gm 88' 5.66 �o- 04 7-1 A PAVER DETAIL 0 17 7 (TYP)-- --------------- - - J Q SECTION < LINE ------------------------- - O'� T7 - --------- Lil- - - ---- --------- < E .... ------------- - -- - - --------------- 0 2- ................. g 25' N.- A ........ .. Lu k Q, qq mom & ...... .... TYPE "D` MY CURB (TYP) w w CONCRETE — — — — — -- ---- — — — — — — — — — — — — — U TI-LI 7 -p-O= 1� - — — — — — — — -- 1-5'tANDSeAPE -- — — — — — — — — 15'X15'UTILITY BUFFER EASEMENT 344.39'(C) S89*40'20"W ..................... -O-Rw- —ohw — — — — -- .... ...... --------------------- - - — ------- - --------------- 1,51 DRAINAGE EASi MI E N'F _0 -- — — — — — — — — — — — — — — — — — — — �- U 1 T,,-Ml- I L U I I L I "I .\I� FIOLE\ IIZ� — -- -- �'7 — ---, -- �1� PROPOSED CONSTRUCTION NOTES: 1 ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 1 CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. PUILDING REFERENCE: BUILDING OUTLINE BASED UPON PLANS PROVIDED BY ARCHITECT, WITH AN ISSUE DATE OF DATE r%llrmlr%llkllf% ILIO%Ilflr-r%_ 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 6" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. e%10%Ll I 1-0%r-Llr% NO TEXT OR SYMBOL R3-1 NO RIGHT TURN 24"x24" R3-7 LEFT LANE MUST TURN LEFT 30`x30" 135-1 DO NOT ENTER 30"x30" R6-1 ONE WAY 36"xl 2" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LIFT STA'DON WITH 6' CHAIN I -INK FE,-NICIE TOB ................ . ......... - - --------------------- ..................................... ---- - ------------ - --- - --------------------- ................... . ............. . ................................... ... --- ---- - - ....... Fit -AND BOU'LEVARD I -- - - - - - - - - ------ PARCEL ID NO. 04-26-21-0000-49900-0000 ZONING: OPUD U) z 1� Lu (j) Lu x ORI�fl2121 A 0 �- �- co z 0 > 0 cc (1) U) U) CL Z IL 0 z z Z uj Lu C) z w ir 0 m 0 T- o o CL LL (-) () (-) D Cr LU f-- co 0 LLI LL EF z o 0 cl) 0 z z < 0 F- < m LL z z g 0 a D D w w 0 0 LL w w o 0 a 5; 5 m fr 0 w w w III LL, F- 77 < �2 Fo) Fco Fr- Fcc. Lo �'t cj z xw>—w—ozw L0 < < _j �t - cr- Qc) , >- 0 < cc w (f) M w Z w 0 zj uj Ir 0 (5 r b c\j Z Lu < %-j 0 < 0 u- co 0 z Z Lu 0 0 C--) I.J cr Ir < (L CL 0 NO� 84516 -10 STATE OF % 0.5,, 22 1 /2018 0 R -1 Q, N A L CD 011 uj < m CD cc (D m mo Lo < — . cm 0 LL 6)(10 :E a. fr co C) I— o ui co ll�,- r- n- m Lr- r- i:� Z) < — 0 LLJ oj M cl) 2-1 c, 00 (=> C.0 co -t 3- < > c\j a_ ce) CL LL- < 0 (D z (D cl) z z 0 :z Ljj Z uj ui < > LL- CL 0 l ;if ij z < LL- LL. .j U. U) z 0 U) 0 od z cc F- 0 Z 0 Z L) (1) 0 Z w CL o N cr. L) 0 15 X: um S H E E T N ol c 0, m c , 0 a ,o O M V N N DATUM NOTE: ALTERNATIVE PIPE MATERIALS NOTES: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY SURVEYOR. ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE NAVD'88 TO NGVD'29 CONVERSION = +0.843 FOLLOWING CONDITIONS: NAVD'88 + 0.843= NGVD'29 1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS 2. WITHIN TH PRI ATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS E V DRAINAGE STRUCTURE NOTE: THE REQUIREMENTS OF FDOT INDEX # 205 3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN a.) ADS N-12 WT IB HDPE ACCORDANCE TO FDOT INDEX 200. b.) CONTECH A-2000 PVC I c.) RANCOR SURE-LOK WT HDPE xa6 $,rx 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS III. I 9 g4. X5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF GEOTECHNICAL REFERENCE: 9�� RECORD PRIOR TO CONTRA,&6R PURCHASING MATERIALS FOR INSTALLATION. 6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURIWtTIONAL CODE THE DESIGN OF THE PROPOSED IMPROVEMENTS HAS CONSIDERED THE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH FINDINGS AND RECOMMENDATIONS PRESENTED IN THE FINAL ALTERNATIVE PIPE SELECTION. gyp 6� GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. 9 4`6 x--'-� �`x � SCIENCES AND DATED 7/17/12. I D-7, HEADWALL -- TppOP = 9)5,7�2 / Q /. w._ ,.-.. _..,... " t_ 2 i ;:'.,; M.E.G. f o 5' / 6' X 6- 9 0 L - - - - --SF'----- - Sf�----- ---- --- - -- - - --- �3F �� S -'SP Sf- _� I I 94, - ' / l:,r-6, tti�ANFiOi,,E. -j 9 \� e 18" - f 8 1 _ 9 - - - _ - - _ - - 20' LANDSCAPE '�• I .1 96 f --' ' .. , :. 97 _' - _ BUFFER ,I, i ..ate, o ,._ :•it•••-" �- - - :,., va I 98_00 ;71-1 99 14 9a 47 ` " 9 , %%'> \ _,ter. N ss_za .. _ - - - - - - 98.64 99 98.64 97.97 98.00 _ .,,, .,::' ,... 98.78 ,r„.:r, _ ,;,.a I 4A 97.50 97 50 , 97.50 - - - - - - - - - ` 1 i fi [1 ' - - 99 40 TYPE "F" CU sa_Bs 98_80 - 98_t3 - 98.16 - - - - - _ - - - 9890 � � 98.36 9a 30 � - - 97 63 97 66 '- - NPDES NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. G 3. THE CONTRACTOR SHALL S�ED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEM NE E ARY T PR VENT ER I N AND SILTATI N AS MAY BE REQUIRED s c ss o f os o 0 FOR THE PROJECT. 6. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. �P X i 9�' Storms Sewer Tabulation Page l Station ;Len Llne iio arng Area Rnoff t Area x coeff ' C Tc Rain TTotal (►) Iftow I ICap !full ` el Pipe Invert Elev HGL Elev Grnra 1 Rim Efev Line iD tner Total . `Incr Total Inlet iSyst Size Slope On Up IDn Up ; Dn Up (Line I I(ft) (ac) (ac) (C) (ruin) ;(min) (in1hr) j(cfs) '(cfs) (ft1s) (inj I%) (ft) (ft) (ft) (itj ; (f#) (ftj _.. >..._... --I : _ - - -- -' - -- - - -- r- -- - E I - ------ r - - ---"----- ---- ------ ------ __" - .,.___- -- - - - " - _- 1 (Er c �f 1 c4 d 52 2 47 0.85 0 d 2 't{} Id.t) 14.d 6.6 I ; ":3.77 # 7 ' i I 4."sa 24 0.fl�t 9fl 73 9ft 81 i 95.57 {35.35 92.�1t3 :7.04 P t'3 2 i 1 222 33 0 40 1,95 I 0 c35 ' 0 34 1.66 1 fl 0 i 13-0 6 8 { 1 a .2G - 7,88 3,56 24 0,10 90.81 91 04 : 96,13 96,60 i 37 04 97.01 P -7 3 l 2 43.255 0 00 1.55 , 0.00 0.00 1.32 0.0 1 12.8 6.8 8.97 123,85 2.85 24 0.95 90 67 91,08 i 96.70 96,'r5 i 97.01 9:3,47 P_g 4 3 ' 22.778 0.31 1,55 ': 0.85 0,26> 1.32 1 .10 1 12 6 R `3 9,00 ' 0.00 2.67 24 -0 92 91.09 9d.86 98 7' 96.80 93 4_7 97.40 P-:5 4 1 6, 5 4 .IDd 6 0 .9 t 4 59 .2 ; 0 85 ' 0. 1 fl 5 F ' 1 . " d d , 1 6 7,1 1 7 44 9 73 2 37 24 0 16 90 87 91,10 ': 96, 8 9 97 1'i ' A7,40 97 C 4) P 2 +> i 5 193.3fld 0.55 0.§5 0.65 ', 0 47 0 47 10.0 10.0 7.5 I 3.49 1 6.34 1.98 16 0.31 93 80 94.40 97 23 97,41 97 40 97.45 P-1 110 7 I End 70 7f34 0.30 1.79 i €1.85 0.26 1.52 10 0 1'3 5 h 6 I 04 7.70 3,20 24 0 10 90.40 90.47 95 57 95,P79 9'2 65 93,h4 P-11 8 7 22"L.33 0 29 1.49 0,H5 r 0.25 1 27 10.0 12.5 ` 9 & 9 i 7,88 I 2,77 24 0.10 90,47 90,70 9 77 %� 05 93 64 97,04 P-10 €t 5 32 67 l 0.i)d 1.2d ; fl 1Jd ' 0.00 1.02 0 0 12 3 6 9 7 r 5 '•, 1 "T 1u i 2.24 24 3 49 90, 57 9d.7:3 95 11 9fi. 13 97 04 93,11 P-4 : 10 9 '97 3�43 0 8'3 1,20 ` 0,85 [ 0-54. 1,02 10 d : 11.6 7 ' 1 T2' i 0 00 2.30 24 -r0 4�` 90 i3 9C}.25 9�v.15 W2`s 93.11 9'7.40 F'-4 11 j 10 193, 300 0.57 0.57 ; 0,85 0.4.3 0 4$ te3.0 ; 13'.0 7.5 1 ( 3.62 1 5.13 I 2,05 18 0.21 9&80 91,20 : 95.27 9Ci.47 , 97.40 97,40 P -3 ry „ Prof®c4 f"ile: 2UiEu+S,'? �aTORM TAGS ,,84fldk-9trr ?Uumse. ofi I€r..s. 1 i Eiun rJate ,-27r<C}1.. n. ',n NOTES Intens=,fy = 14,3539 «-3.1014(X) - -0 d'>00lXY'2 - 0_025 (X; 3 X = Lot )±min): Retum period -s rs 10 . c - ci- e = clhp :x = box GRADING LEGEND DRAINAGE STRUCTURES: i 9 97_92 Cn' s$_96 9s_03 � � �,-__ ,�`�'� EL ELEVATION 98_84 98.13 98.46 I 0 p "' 1g 98_80 98_29 98.53 \ --, \ \`� l 9 t I "'9a" 98.00 • to 98.34 g s7s3 9 D-1 D-2 D-3 . O of 96.46 97.9a 98.30 g 97.79 8 99_06 99_07 \ - :�_� \ • X _ 93' IX 97,50 t-SF^^a o ' F- 99,s6 sa.57 99 9999 \` ���. o TYPE C INLET TYPE C INLET TYPE C INLET TYP TYPICAL ��� -`tl.1 ' s7.ao 193 LF 18' SD @ 0.21 /o p LP \ �-\ �� • . 6a �� I ^ - - - - 97. a _ 9794 ssas \ \ \ � - Dr J'OI `� 60' RIM ELEV=97.45 RIM ELEV=97.40 RIM ELEV=97.40 IE = 91.10 C/O CLEANOUT kI �• HP HP sa.zt J f 9s_sa oo.os \ 98• IE = 92.00 (E) IE = 91.60 (W) IE = 90.87 (NW) l I . 97.40 I LP 98.90 98.44 I 98.20 98-� I i 99.14 99.58 \ \ �•. 97:30 s7ss sa,a3 \ (SE) IE = 90.87 (E) 9a 40 98,40 98_92 9 . 3 \ 9 97.83 9g 98_27 97.93 97.80 98_88 96.61 99_74 9 \ " ' 1 1 ( 98_20' ill" , 98;94 98.42 97.85 98.38 99.2 99.24 \ \ \ , SCALE: 1 = 3 Q D-1 ,� 9777 sa.s3 \ IE INVERT ELEVATION I 9 .71 9 .8 1 9-0 x 9� . € 98.44 98_94 96.33 98.53 99_77 99_66 9 \ \ D=4 D=5 6" INTEGRAL ss,s �l,' \ TYPE C INLET TYPE C INLET '4" 7.30 �P I 98.44 'I. 98_28 '� 97.75 0h 99.27 \ \ 5 I vgo�o x I ssao ss2o CURB (lYP) a�' s7.7$( ( gg \ x \ 5�� RIM ELEV=97.40 RIM ELEV=97.40 SD STORM DRAIN I 98.15 y 98.30 - 99_20 98_77 98_37 HP 99.30 \ 0 I 97.65 sa�ao 1 ss.7o 98.70 sa.27 ERTY X !E - 91.2 O _ ss.00 o ' 9s.ao \ �`\ . PROP 0 E IE 90 80 (W) ' 98.30 :: 98.79 99.53 IE = 90.25 (E) - - _. .-.. ..,- ....... .. ,J; 98_t 6 98.30 - 98.24 98.29 99.17 98.74 x \ , s7s7 I 966ti •I 97.80 97.66 98.80 97.95 / sa_ss 9as7 9s_s ��� 9s_22 \ ss?o ss03 \ \� LINE EXISTING ELEVATION fi ss.o7 ss.72 sa 70 \ \, SILT FENCE X .. I i O Q © 97.68 / 98.39 99_40 99.31 xx;1" loll PVC � sBsO 98�49 I \ \ \ \ \ \ (TYP) 12.52 PROPOSED SPOT ELEVATION r I I ,'� RO F DRAIN 97.99 A �� 98.5096. \ \\ / 98.90 99.15 99.68 81 I 98.65 98�88 99 ,8 \•• / 98.38 99�98 `\ \ \ =` I •� �P) sst ssao s1a� <� / I ss.4e \\ MEG MATCH EXISTING GRADE 99.40 \, \ I f, f I PLANTERS I °j0 j ( \ \ \ • \ 11 1 ^f i'I IC"'L,_ P o / 9s.as \•.lI'1€ == S`7.fjC} DRAINAGE INLET �j 98_95 98.39 \ \ \ : f'{CrNi-MAINEEDTO BE RAISED IN g�� �, I „ € % I :� PIN PERIY �) CURBETP I 9 �S� \ 98.95 \ \ \ r_3 I ( MEET AAI CN�.ATC 98.45_56 \ \ ! r> o szs± s7.7+ 97.9± sa_ao sa.os \ D MITERED END SECTION > A o, ( TlNG PAVE�rt IEIT \ ORDER TO MAINTAIIN 4:1 SLOPES x M.E.G M.E G. M.E.G �S. 98.30 98_60 98_a0 \ I 98:� 9K9 / 0 I , - AND CURBING \ 9a 10 9s.3o OFF THE BACK OF CURB ?I, <- I' ) ST"I ! ss_12 sa.5, 9a TO BE DETERMINED IN THE FIELD \ ) r _ `1 ' G<ti , „ Z p>� 98.20 98.00 I I , I II � 1 h�!'.i -'" - , ,. \ 98.62 98 \ ® \ I� •,., ., \ 9a.o, \ - SURFACE STORMWATER FLOW 0 X -i I 9a_90 93 I 01 I I '., , r �, \ ti ,4 97.90 FAMILY MEDICAL CENTER x 0 z r ; k, y sso 9a.a9 98.os FFE FINISH FLOOR ELEVATION I 98.20 98.40 x �� ✓�}'`•►' ' I 98_36 98.1 ± ... / .. S - - ... ... . ` \ \ _ I -, » ! � x 31 ,278 SF -=-� 97.66 E.G. - " c, t� * y`� ,' : gg . ��• \ • c.,... 96 / SIDEWALK B> a . �; 98_24 -- -- ; 98.90 r r, r r/ } a�, J 4y v \ S W r _ - -- St:,t,. ,:. 2 STORIES 99_io 98_92 98_93 98_36 of -op, i. 97.74 , I C j 98.50 ( 98.2 98., 7 s j I: r„' g a c; \\ i` 0 -� \ "'^ I ,� 4.'" . 97.98 98.40 ;::,. ::;: 98.60 98.42 98.43 97. 5 97.67 97.86 O } , , i / 9 : 98_56 v,. -.,- 97.3± `.... ' z \\ . • _ }: ,1 0 -- .. 98.66 -T. ,......_,__..,,,;...,,..,__ ..... .: i-} r' L,� �-..:.. s `. '.,; ' O . ry::r '~ 98.06 ; < �; I�'.i_<._ } .........., M.E.G. r , ,"\:,. �• \ ! „ - ss_9s s6_3a :y < r' - e1 STORM SEWER STRUCTURE NUMBER 98.,6 98.58 .:' .,' FFE = 99.40 98.96 7.84:�' ,y. rr;-:. ,,.1:, s.r>E \\ I I 98.08 w 98.46 98.- 9 98. , n �a " \ \ Ox 1 98_92 98.60 98.46 98_46 f .... sa.3a M.E.G. 1) CONNECT TO EXIST STUB i _ \ _.. I ;'... \ 9$.04 98.42 97.96 - _ . .1 99_00 ss.4o e ss 30 23t24 SD- E = 91.08 (E) - -= - =' - - " - - - - - - - - - -' ' - - - - - - - -t ` -SF- - - EROSION CONTROL r, ; 98.56 -T - I - '1" .� 98.90 95.50 - - I I - I ❑� @ 0.95% CIE = 91.09 (W) kb" M.E.G. ry M.E.G. - ....... ...... :l € \\ 98.06 98.40 98_20 8. t, c ,,:. , 98.92 7.70 `` - ` 99.00 .. „ - ... \ 98.58 f�t 97.61 , . �..., sa.a2 sa.oa ���� r. ": _ _. ., t ,, . _. �, i f \\ :' T' PE CONCRETE PAVEMENT 99,40 ,> 1 - a 1;,I REMOVE 9 EXISTING PARKING • A HP 99.00 d� D 3 , rJ s. nn. 0r, s - \ I0. .._ sd.eJ, y I �5 1,4, L i c, 11.E 1 � . , 99.40 - -�- 4 ssao ss.21 -- flC, <<',t11' l.: _ r,', a X : 9$ 7 - - - :; -_. , �`, � � _..T3: ., 3 .._/ '" _,�... � .1 i .-sr-"Y, �., (4Sr`}J' Cy J'CS' \'„ .;, \\ f a'S 92), 98 s i1 d£ ,d1 JUt1i �3f3Z)t1' 1t1fJ{/+• ' ss.so - - t`�f1'PE _ fl t �P�ES, SET Al3DT7lATCH- \ \ - .:" . ; HP .. .... .�S , :', , a r, E, a / I'. - ai„ u., ....;....,---T..,.,,, .. '. ,., - ."- \ ...,�; �,. 98_88 ss.2, ss.7 Rg s7.ao , '� 9:. 8 �' , ,:; . �XfSj7i �VE1VfEi�17.7k1413' . \ \ 98.50 ± ,r J-R 'ING \ g. j �(" \ 99.40 (E? E;'a'd 'i - - cat; ,y7�.. -,.: :r I 0 © >/',. &"�`.�' .;� .�� �1 V © LSJ ... I'I : \ \ : 98.90 ` 98.30 f s �4,y„ :: ..................._,_,-,_,,,.,.,,,,,,..,.P,_,}s.,,, ....- �� i'"---"_................J,� .,_,. .. Y ......... _.,...L.... _ -.-"_, ',11 . \ , ,�' \ x $ - - -- 99 10 .;! f .(... 8.56 97.80 �0 _.__ h'rL/ ram,.. _._,.,...,,,.I TYPE °F;: CURB I i I F. / _ _ i „ 99.01 3 Lr 98.40 0 98.25 _ I , .` z ......... \ _m I ( '\ 98.80 97.75 f 1l a ,,,E y. \ \ P) 98.92 98.5, x : 3 !;, , 98.96 , .' i \ 5 YL'� ,:.. 99:40. 8.60 98.60 98.51 ,,t ._-......_ f ,.Q, s � .-0 ij \, ,�.4 �\ o,`L- • 98.42 9 n ' / , ,`. 99.10 98.46 98 31 98.5± • 99.3a-36 98.0, u> \ \\ x _ � I I •� o ss.ss I O x �' . 99.1 a 99.36 98_42 ,- - q, L% I _ \ \ M.E.G. 1 \ `^ •' 98.93 99.00 97.8, 98-42 --' 1 '1 98.43 I 98.50 97.92r,.?r�� :�3.,• };. :..' 0 ::" 0 98.60 98.88 7.92 98.44 ,,r•+1.....:, y ry "'Gr''t .. __ ..__.__ ......__.. ......__._ '�..,`..., �, „ ,;'� \\\ f I� \ \ x , / .) 98.7 \ I 9 96.6+ + r➢r v+-.� ';'_ /. .-. is - { : / ....\ j: _Er:"'•M j `E z:.; r,,_ 6' - £''".'a \ _ rdi,,J1 t'ry.,t.1=! I la,, l�. �aCt;': :: e "' 633 I TEGRAL _: - "t"' sa.5s M.E.G. O c; w ' flJ \ \\ r ; ;:a i Y a » I 98.06 ___ _------- °v , ,.. \ rr It,,. �, t Y `.JI jj CU B (TYP) I . - I \ [� ;.-. 1 98�72 "liti� I r.✓r \\ i n� 98.22r - 98.20 98.00 I 1 ............ ....... I I \, l,.., \ \ I >, 98 / 98.30 'I ---- c \ti PC) 1- .. ,;34� j y� r y'' 9 86 98.27 ';. " \ ` ��,O !i a . r ��" \. �9 -_ v I ";4;, ;.,, 97.77 to IE� r"b: 'I \\ x _ 98.98 y _ ej ........ ..__. + a as ' v ...,:, II 98.4 98.26 ;a; 96.48 \ ...., ......... r,~ :E3, ''�, �3 \\ �� . - ? E a a E ,...`... \ \ ii TYPE "F° URB ' � art^ 1%' ry/ ,/ x ; I .1....... I�` € �,n.. ,\ \\\ TT,,��LL��33 _ _.... \ O • I 99.40 99.40 I co ssao P) I • of I j t , 99.1 99.40 , t \ a9. \ 11 -. . _. .. - .. „ i r 98 33 - :, r f 98 80 98.30 98_77 %w r , , .., \ 19 98.46 r.. .._. _ .._ _ ( Cf „ Q.,...... .. 98.30 97 83 ,: , .. ;>, t 9627 \ _. �.. 97.96 .,,:.9.,: .... __ €I , _ 99.20 s ^ z (/J 98.49 „ 97.85 98.25 a I . , I') �. , I 98.58 98.27 97.99 __� 97.75 L "J... \ >> Z I ; O 2^ ''v E y ,,, ,,,, r_.. 9-5-( E , -, .. ' .:i....... €[.y _ r^ r, x im.,"& ;{ ., I'i..iY '„1 ;•',''•1I.r _-.''.rj,.ei -,:.,..,/ \ PP 'i „ 98.8t 98.26 1 X 98.56 9 r . " I' V "_ 89 € = f , J .., t,,; ' ~ ( \ ..: I T. 98.61 98.2± I :s o 1 J , i ;._ , .I 'tiI' '/'1 c L.c ;1.._ .., . ,'1'''''. - »': sa.7s ss.2s 6 INTEGRAL sa.3, s7.7s , p.. , .. TYPED sa.11 M.E.G. 1 is „_. ? „;': , x{ `... W• t. ,1 I I I 9a.a7 I _/j 9 98.76 CURB P % II, .ten. / _ : , s r :> " ; 24I I:: i'-. v LE `'f - 9-6.79 " _, CURB (tYP) 98_30 „;: i ; t E F . ;''.'-:;.......''::. •a'...:" 11' ; 7Y:,;�4 i € ?a E€.. ',t ::. 1.,. 1 9as2 LOADI G N 9 sass .... 97.80 .' E TYPE "F" CURB s7.7o ; _ 8 r �:,�,- u;F I✓ .. ,1____.-., - ._........ .__... �'; _.r :_ ,,, 97.96 E I 98,42 n rs`' • {. sa ;. r},,a- /.q T"? PE. r i ET �y P:;-i' `, 1 �;1;. '� �`. ;1 t� i _ r''t :J _ .. _ i. oz _ ,,,_, EIS € I C l,.'r.-.'u 0'' Yam• � - � 98.54 � ._._' .. .. .... ,. .. .. ._.._..._. ...... ........................ ,'. 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EXISTING UTILITIES NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. EXISTING WATER MAIN LOCATIONS ARE BASED UPON RECORD DRAWINGS, BY BRUCE S. MCGEHEE, FL PLS (5978), DATED 10/16/2013 EXISTING SEWER SERVICE LOCATIONS ARE BASED UPON RECORD DRAWINGS, BY BRUCE S. MCGEHEE, FL PLS (5978), DATED 10/16/2013 DATUM NOTE: ELEVATIONS FOR THIS PROJECT ARE BASED ON NAVD 1988. UTILITY NOTES: 1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, 2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. O I 1 \ I)) \�\ � DETAIL •. SCALE: 1"=10' \' C3 _. - __._ ._ _ _.._..... ` f; 0 11„ \ fir., \ O r J . u \ \� \ ••`• % 0 00 4 I CLEANOUT CONNECT TO EXISTING \ "'wn \ \ '' `Q(C \ J 0 o INV=89.60 SANITARY MH S 2 \ \ 4 I I s �» I� I I INV W=89.2 \\ �' •� r,€._€::. qo ,,� \ \ o € I i \ -h t1t97 I,,, I f ,: •, ? 60 LF 8" PVC z:;.; \ --� \ n ):7 W o0 � '+g SANITARY LATERAL S-2_ \ \ \ ••� -f 9' r"! U O � i I 0 85 LF 8" PVC i' @ 1% RIM 19&0 i � -1 \ � EXISTING PUMP STATION i L CLEANOUT �o c = SANITARY LATERAL INV E; = 89 0 O U 5 \ \ 0.� �,» '0 INV=90.5 @1% - ---- z ^��- L.E `I;�--- ----- -- �---- --li-� >' I ,z m „ SAN I ,. I __, ..I-j 1.-..... ___ _ ....._.._ .._.. ,-, I€. v€I.a.w ...sv,n......r; x ar w d' b € _ _ ` k o I ;z FAMILY MEDICAL CENTER �- CROSSING L - - ...- - . [ I 1 , ": - ..,.:_; _......... __........_... , ; --��•- - . •- -• . - � �^ � �1 \ N . . ,,_.w -. �,. ..G - - .�. .. 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I I SOUTH LINE OF THE SE 1/4 OF SECTION 4-26I OF THE 14 1 3-3- - .1...... _- -_. 1 EL ID NO. UTILITY LEGEND BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY SS SANITARY SEWER OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE 0 CLEANOUT - CO ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY --**-- GATE VALVE MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. * FIRE HYDRANT --0. REDUCER B/O • BLOWOFF 1 - - PARCEL ID NO. WATER METER 04-26-21-0000-00100-0060 I ZONING. OPUD BACKFLOW PREVENTER i 8"X6" TEE, PLUGGED D' €sD�{f�L?. GATE VALVE / TCr` .?� WM WATER MAIN II - - - ` I FIRE HYDRANT ASSEMBLY % 3P J _ U.50 _:, ! -- ---.. _ S89'51'53"E 333.89'(D) <, W /' x� /// N89'40'29"E 333.63'(F) I C3 6. Psi,CuNC i_E O I 11 CROCK , Limp , �'� I � ••�,. :NV 93,,{% O i -,, it/ RIM = 96,60 20' LANDSCAPE O I I - -€N`,l - 9,63- - - - BUFFER • , 5�,0 36 4 ' - - o I - - ! ( 8"GATE VALVES ,H -------------------- --- OSg� I elm:,,, .... - f � I I - ',""- e . o : - - - y :.,... »,ti :-_,mmix" S2 - - 14 1 --,,- - .. -_ 0 : , !� � e '79" . � . I =-le,,-:q'.'. 1� """"i""`i,,i,,i. . I 4 �""," - - (p) NO lai�' I � .� , I : � I _ -- -- -- - - -----� " -� . . •��•. IT \� \ - \\\ •` . i � � ' \-� , n ` FDC CONNECTION 6" FIRELINE CAP TO BE A I 5" STORZ X4" NPT 2.5" WATERLINE (3 45° ND 3 FDC 2" WATER METER AND BACKFLOW PREVENTER PER DETAIL W-16A 6" BACKFLOW PREVENTER CONNECTION FOR W/ FREEZE PROTECTION IRRIGATION SYSTEM PER DETAIL W-12 • - - 1.5" IRRIGATION METER AND BACKFLOW PREVENTER I a I --------- - - - - -�-- I ---------- I I I 90' BEND I 2" GATE VALVE ... ... ... ... ... ..I. ..I. ... ... ... 4" TEE W/ TAPPED PLUG 2.5" GATE VALVE - -ohw- - - - -ohw - - - - o w ----u--- 6" GATE VALVE 6"x4" TEE, TAPPED FOR 2" 6" GATE VALVE ..-.,. ......... .............____.__...._._..............._.....-.............. OPERATION AND MAINTENANCE OF _ .__... � .... .' OFFSITE UTILITIES IS THE RESPONSIBILITY 8"x6" TEE OF THE CITY OF ZEPHYRHILLS � 41'-,-� W/ INJECTION POIN1. T z 9 > jr q- o w w Z z � g �2 :Ep O o o d LL U U U c: � U Cc� H U 0O H � U U W w= z o o p 0 �Urc�zz z d d g m o z z LL � D � o 0 o cn cn U U > > CC [[ 0 w w w w cc cr a T � o W a m_ T H o c c� o 0 00)00r-totn �C`')N.- O ccw>-cn-ozcn J En J d � zrod oI� T- o0mwza w W � T o = o 0 >QmH�Ira) d 0 N �-F- cnWaT Q 0 d- T z0zwpoco 2i CL � M o ,aaQ0 o U o � o nn.. CC § a * NO. 84516 k -0 . STATE OF � Ir.© 0512 ] /2018 � ss ''� .. 0 N W ._ a,> 0nCD ¢ 6) N OI.L w�� ■ CD 00 O x r U 3: 0< t, = W o0 z � CD Z oXo _ < > " CL C'7 a. LL- ¢ cm)Z z o z- w z ¢ w z J CC CC C3 " a_ � a WzW z J J < � U 6 � LL- LL. Cl- uj m 0 a wr ,,,,,,,,,,y//o„�//i /� 0 . - �-- LL U) z 0 2 od z U) r z M a 0 a- Z U O - U J W W a M a (m) @) u S E E T 7 N 0 W 0 z i Q U) g a w U) uj PC SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL. SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED T0, BROOMS, DUST PANS, MOPS, RAGS> GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER. DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SLZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE. SPILL PREVENTION AND CLEAN UP COORDCNATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BEGOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SMALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE,. IF APPLICABLE. NOTICE OF TERMINATION A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE FDEP AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO THE BEST OF MY KNOWLEDGE,i CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. OWNER: NAME: TITLE: SIGNATURE: DATE: CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPANY: SIGNATURE: ADDRESS: NAME: PHONE: GENERAL CONTRACTOR DATE: COMPANY: SIGNATURE: ADDRESS: TEMPORARY AND PERMANENT NAME: STABILIZATION DATE: PHONE: COMPANY: SIGNATURE: NAME: ADDRESS: STABILIZED CONSTRUCTION ENTRANCE, EARTH DIKES, SEDIMENT BASIN DATE: PHONE: D Ia 1¢ F_ m z 0 Q D DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES: TIMING OF CONTROL MEASURES 0 IL z !` i- rl o z z Z AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE cr o 2 2 CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES o r- a_ SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER AND OTHER EROSIO U 0 0 AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; STORM SEWER, UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE cc v LOT; PREPARATION FOR FINAL PLANTING AND SEEDING. CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE o = z o 0 0 ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. o `n cr U Q Q O m 0 z z Q > SEQUENCE OF MAJOR EVENTS: CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS F) Q o 0 0 0 cn � U U > > x m 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. o cc W a_ W THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR � `c " °_ `� 2. EXCAVATE PONDS FOR SEDIMENT TRAPS FOR SITE RUNOFFS. STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY SWFWMD STORM WATER MANAGEMENT PRACTICES MANUAL AND `° `° `° err,-f W 3. BEGIN BUILDING CONSTRUCTION. THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D -4 AND 40D-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH o o r r 4. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS, AS NECESSARY. N N N N o p 5. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCTURES. SWFWMD S BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTH WEST FLORIDA WATER MANAGEMENT r r r 6. STABILIZE PARKING LOT. DISTRICT". � N � 0 � � N � oz 7. CONSTRUCT CURB, BASE AND ASPHALT. 8. COMPLETE FINAL SITE GRADING. fr` > - Co - o z w 9. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. MAINTENANCE INSPECTION PROCEDURES 10. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND PLACE SOD AS NECESSARY. o Z m z ° r W EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES D g W W, o aD m 0 o 0 NAME OF RECEIVING WATERS: ? ° W �; z T THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL: z o z W o o `° 2E n- � � o �F�aQ0 0 U 00 tW- O 1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5-INCHES OR GREATER BY a a o A CONTRACTORS REPRESENTATIVE. POLLUTION REDUCTION CONTROLS 2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. EROSION AND SEDIMENT CONTROLS 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT FENCE. , •�•.,: 4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. r* fNO.84516 ~= STABILIZATION PRACTICES 5. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES x 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. -5 STATE OF +% 05/21i20]R WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A 6. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY �k\ w REASONABLE TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE GRADED GROWTH. '%r "•L�..4 AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED 7. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG spNA �•• SHALL BE COMPLETELY SEEDED AND MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY READILY AVAILABLE AT THE JOB SITE. fr�fr„' �+��nurrrnwmmm�+m APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST TRANSPORT. FUGITIVE 8. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE COMPLETING THE INSPECTION AND MAINTENANCE REPORT. LEVELS OF DUST. 9. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES ON SITE IN GOOD WORKING ORDER. FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH OR OTHER APPROVED MEANS, NO LATER THAN 14 DAYS FROM THE o LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE ui N TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE � - 0 MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF 0 o mo � PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE NON -STORM WATER DISCHARGE a o � a, USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. °C m � 4 0 4 0 IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: W m N co a- PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD U c Q ,, o NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY. 1. WATER FROM WATER LINE FLUSHING. _ co z � o 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). o � o x o M Q � _ ¢ > 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES SHALL BE DIRECTED TO THE `" a_ " °- `- Q SEDIMENT BASIN PRIOR TO DISCHARGE. c�c�zc.�rn zzCoz� cc z f— 5- STRUCTURAL PRACTICES W Q > NON -STORM WATER DISCHARGE z r o � EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY rz z �' BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE DUST, SEDIMENT BASINS -THE STORM WATER IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES SHALL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: _ a MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DISCRETION, THE U SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO U' BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. CONCRETE FERTILIZERS Q DETERGENTS PETROLEUM BASED PRODUCTS AND cc PAINTS (ENAMEL AND LATEX) FUELS `j STORM WATER MANAGEMENT METAL STUDS CLEANING SOLVENTS GLASS WOOD TAR MASONRY BLOCK STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS. THE AREAS NOT SAND ROOFING SHINGLES DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR PLANTINGS, WHEN CONSTRUCTION IS COMPLETE THE SITE STONE Q WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL RETENTION/DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. SPILL PREVENTIONy�� MATERIAL MANAGEMENT PRACTICES SPECIFIED OTHER CONTROLS J THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSUREU. OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. WASTE DISPOSAL GOOD HOUSEKEEPING WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO STATE AND LOCAL SOLID THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT. AN EFFORT SHALL BE MADE TO WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION IS TO BE REMOVED FROM THE SITE AND DISPOSED OF STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANUFACTURER'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. M MANAGER RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND/LOCAL SITE. O REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. } HAZARDOUS PRODUCTS o SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL ♦/� SHALL BE FOLLOWED. PETROLEUM PRODUCTS Z W OFF SITE VEHICLE TRACKING ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. F.. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS SHALL SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURER'S RECOMMENDATIONS. Q O BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE z SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. FERTILIZERS Z V FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER SHALL BE O (n WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS W OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. / 1 T PAINS 0. ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM Q SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE a TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. u S H E E T N O m o �OLYP�OPYLENE FLOW -CABASTCH FLOW B 00 T 1. SET THE STAKES UPSLOPE ALONG THE LINE \ / GRATE 2 EACH DUMP STRAPS OF STAKES 1 5 2 0 o ORIGINAL , 2.0 2.0 v 10, WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, �- GROUND 1.0 252.5 4 EXPANSION > MAX C-C MAX. 6" MESH SPACING) �-' j-- �-� j--- ELEVATION 3.53.Q RJTRAINT NTLcn��r �- H 4.0 4.� OVERFLOW ASHERS a. ow w z 5 0 E 2 FLAT 0' MAX C- 0 _�'� / / �''�f-�' ) 67 CU. YD./ACRE 2: 2:1 5.0 4.5 W Z � O H O O n C FL INSTALLATION BAG DETAIL � w L) o \\ 4' SEDIMENT -LADEN FLOW 67 W. YD./A ¢' RIPRAP >- >- v 54" MIN. FENCE POSTS, �,�/ / , //\\�\,, RUNOFF REQ'D. DEPTH BELOW TOP OF INLET: (ExcnvAr�D) AX FILTER FABRIC �`co DRIVEN MIN. 12" INTO MIN. 1'-MAX. 2 GROUND. 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT GRAVEL** ORIGINAL co 0 o = o n o TO STAKES AND EXTEND \\ \ \ ELEVAT�ON p a u Q < IT INTO THE TRENCH. THE EXCAVATED SOIL / //\ A TEMPORARY INLET ,. } o z z \\/.I \//\�c� SECTION A- SEDIMENT FILTER DUMP STRAP DUMP STRAP Q m " > > LL0000 GRAVEL SHALL BE 2"-3" CLEAN STONE o w w w w COMPACTED FILTER FABRICMAX. SLOPE 2: ° a BACKFILL OVER WIRE FENCE ��/_/ /--�,/\\�\\\/\\� \/\\/\\\��\'�` A NOTE: SILT SACK �o w //%//% ARGER PARTICLES RIPRAP TEMPORARY INLET SEDIMENT FILTER TO BE m ^ uj WEEP HOIEs \\\\\� �� �f INSTALLED ON ALL PAVED CATCH BASINS OR o 0 STORM WATER WI �/ - FOR DEWATERING '-'//�// SETTLE OUTti� ENGTH (IN FEET) EQUAL ST0�2M INLETS. INLET FILTER TO BE SIMILAR o N N O p LARGE PARTICLES %\ 6 X DRAINAGE AREA TO STREAMGUARD AS MANUFACTURED BY REMOVED \\/\\ \/\\\��� / IN AC. $TORMWATER SERVICES CORPORATION r r / ) (206-767-0441 OR SILTSACK AS i I ' / CRP© SHEET FLOW INSTALLATION ��\//\ /\\��� MANUFACTURED BY ATLANTIC CONSTRUCTION °� °° r, `° `fi r) t t iN�`'� (PERSPECTIVE VIEW) // //\// � DIVERSION DIKE FABRICS INC. (800-448-3636). F�-O� 3' MAX \\\\/ CLEAN FILTER S NEEDED. X w > - cn - o z cn TER FABRI ���`, i s � ij FIOw I t FLAOW DRAIN INLET //\/\ . �� ��� m o z m w W O a /\ -. /\� ��\� i QCCLU°ern < N ELEVATION , t %j\ B /\j� %// ///�//` / RAVEL ��` AN ACF ENVIRONMENTAL PRODUCT (NSTALATION PER MANUFACTURERS SPEC] _ w c� M Q O o /11 ////�/�%�%//\\/\\ ( ��'�� �-�� Zozwo�C° ten" cM POINT `A` SHALL BE j/ /��\/\//\//\\\ /\\\i,\\\//\j/\\j/��\//�/i �� �' �� \ cr a Q o o U o rw- O HIGHER THAN POINT `B' /�\//\/.�/\//\\� �` SILTSACK m Q �\\.�\��\��\.\ ��\,.� �\ ,� EXCAVATED A / a o e SPECIFIC APPLICATION AREA /` N7.S. DRAINAGEWAY INSTALLATION THIS METHOD OF INLET PROTECTION IS �natuniniuinptunuunniJi WOVEN WIRE FENCE ((MIN. 14 1 /2 GAUGE, (FRONT ELEVATION) a, �$ ti,yr�f MAX. 6" MESH SPACING) WITH FILTER CLOTH COVER APPLICABLE WHERE HEAVY FLOWS ARE �� L NOTE: INSTALL IN ACCORDANCE WITH SILT EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE OUTLET (PERSPECTIVE) POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE DETAIL, EXCEPT AS NOTED ABOVE. ARE DESIRABLE. A s FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING GRAVEL FILLED SANDBAGS o FILTER FABRIC: ARE STACKED TIGHTLY * r NO. 84516 1. MIRAFI 140N SEDIMENTATION/SILT FENCE EXCAVATED INLET TEMPORARY SEDIMENT TRAP BACK OF CURB t7 ? STATE OF 4rf COMPACTED FINISH GRADE N.T.s. -r'• BACKFILL WITHOUT WIRE SUPPORT -_ ©., t)S�o120pR \, <tr 2. DUPONT TYPAR 3341 SEDIMENT TRAP ��,f,,,,F,`�'�Q'' FLOW N.T.S. N.T.S. r ••�� •• 3. OR APPROVED EQUAL. CURB r +- INLET \ \ r \\ EXTEND E FENCE \ `� �/ /\`//\� \ TEMPORARY MIN. OF 2�INT0 TRENCH �\\-` UNDISTURBED ; SPILLWAY /// � Z GROUND SUMP El H ENT CATCH BASIN .- 4" 4 EMBEDpED FILTER FABRI , \RJR NC BARE GROUND MIN. 8 INTO GROUND �\ SOD LIMITSSHEET FLOW o PLACE THE END POST OF THE / ■ w CROSS-SECTION -�_ SECOND FENCE INSIDE THE A Q c„ cc END POST OF THE FIRST FENCE ■ < O � 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. a CD u- c o 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY PLAN VIEW CC 24" AT TOP AND MID SECTION. LAKE / ROTATE BOTH POST AT LEAST � w m jzZ w a 180 DEGREES IN A CLOCKWISE -' rs � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED OR U ¢ o BY SIX INCHES AND FOLDED. SWALE DIRECTION TO CREATE A TIGHT PONDING BACK OF CURB v = w � m 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SEAL WITH THE FABRIC HEIGHT SPILLWAY c, z v 0 cc SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF THE SILT FENCE. MATERIAL94-- _ - _ - o <°t O x I=1I I -III -III -III -III -III -I 11=� ..� N a- co u Q DIRECTION OF RUNOFF WATERS z z O z Ir z I- >- SEDIMENTATION/SILT FENCE W/ WIRE SUPPORT + + + DRIVE BOTH POST ABOUT 10-IIf=111,,�i-i_I�I-III Iil�l U ui ¢ < } INCHES INTO THE GROUND AND -I - CURB INLET N.T.S. cc cr TEMPORARY SEDIMENT BURY FLAP dill illi CL a JUMP hill IIIT Q w < < CATCH BASIN J � Q cr N.T.S. ATTACHING TWO SILT FENCES C.) NOTES: SECTION A -A U 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET � RAME SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO W ~ 5' MIN. DIVERSION RIDGE REQUIRED SEPARATE FROM RUNOFF PROPOSED WHERE GRADE EXCEEDS 2% GREA�R 2. SANDBAGS of EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE TOP OF BANK -,,,,.,STORM PIPE 2" X 4" WOOD FRAME 2% OR 0 ✓f FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY \� 2 _ 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY v MIN. f EXISTING PAVED � � ei MOM o � _ I � Y z 18" ROADWAY _ -_-III- FOR OVERFLOW Q Y z a MAX. DROP INLE _ _ __ _ _ _ _ Q m m �� - WITH GRATE -III-) I I-III=III i iI I ; .III ;) 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY. SEDIMENT m 3 3 * FABRIC UNDER GRATE I I -I ((,_, I (I -f I-1 I I= I i AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY o PROPOSED SWALE o 0 J JI- II II FILTER FABRIC cc � - o o _\ 3' MIN. 2" x 2" STAKE �I CURB INLET PROTECTION DETAIL SECTION A -A N.T.S. 0 EXISTING SWALE EXISTING SWALE LL SILT BARRIER INSTALLED INSTALLED AT CORNERGATHER S SPILLWAY DOWNSTREAM OF PROP. DOWNSTREAM OF PROP. FABRIC SWALE CONNECTION STORM PIPE SEDIMENT BARRIER (SANDBAG TYPE SHOWN) EXIST. SWALE �/�\\/ � NOTE: SILT BARRIER AT SILT BARRIER AT ' '\\'/\\ USE SANDBAGS, SILT FENCE, cn //\ OR OTHER APPROVED METHODS CONNECTION OF SWALE TO CONNECTION OF STORM PIPE FABRIC EXTENDS 1' M11: /� SUPPLY WHEELS FANECE TOA ASH TO AS REQUREDIZE RUNOFF TO BASIN z EXISTING SWALE TO EXISTING SWALE N N.T.S. N.T.S. SILT FENCE INLET PROTECTION 0 O N.T.S. FLOW �� �_ FLOW FILTER FABRIC A �' p . A OQ cn FILTER aoaoo°o°aoo°aoaoaoa°a°a°a°a°o°a CONCRETE BLOCKS' CONCRETE BLOCKS A C�j 2"-3 COARSE AGGREGATE Q O 12 MIN ooa000000o00o0000 o MIN 6" THICK FABRIC °o°o°o°oao°o°o°a°o°a°o°o°o°o°o° FILTERED O Q o a o�°moo ago o�(( a��o�o �° a ao o RUNOFFp oo°°I �t� � o0o Z ♦ o°°o° ♦ WA R O - �6 Q o000 000o W ao°oo � O O ROO O Q O O '±^ U. 0000l j0000 \\i\ /// \ FLO OO p o dJ0 O o OO�UJ �O 0 0 o o j _ __ 0 O Lu N 0000l t0000 SEDIMENT FILTER INLET 0000l I I t°oao DIVERSION RIDGE U Q a°a° I I t°°°° 20'R MIN. O g °°°°0000 I°°°° SECTION a 00o� - - -� 50' MIN ;, z 0000l loogo 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF c 0000� �0000 INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. " U W e a0000 ° o 0 0 o o ° o �0060 2. HEIGHT 4F BARRIER VARIES USE STACKS OF 4-INCH, OR 12 BLOCKS. DRAIN GRATE TEMPORARY (n Q aaoaoao 000°oao 000aoaoaoa°ao-1 MIN. HEIGHT OF BARRIER 12 AND MAX. HEIGHT OF 24 a°000 o°o°o°o° °o°o°o°o°o°o°o°o° DIKE IF NEEDED o 0 0 0 0 0 0 0 0 0 0 3.PLACE FILTER FABRIC OVER VERTICAL FACE OF CONCRETE BLOCKS. PLAN W /� M = GRATED SEDIMENT 4.THE SEDIMENT FILTER SHALL BE ANY NON -ERODIBLE MATERIAL SUCH AS LOOSE li Z INLET FILTER ROCK, BROKEN CONCRETE THAT WILL SLOW THE FLOW OF THE WATER AND ALLOW NOTE: N Q FLAN IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. N w S5 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT LL pP TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS 3 0 , C3 MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEANOUT OF ANY MEASURES y BLOCK AND AGGREGATE �� USED TO TRAP SEDIMENT. o O INLET SEDIMENT FILTER 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO U p PUBLIC RIGHT-OF-WAY. Z N.T.S. Q A 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED w WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP z 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) PLAN VIEW OR SEDIMENT BASIN. u a {� vit w 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF TEMPORARY CONSTRUCTION ACCESS DETAIL m FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE, o z � } N.T.S. S H M E z E T ILI Y H O T O 2 2 > 2 } 1'-0" ROLLING RACK o MODEL RR3H OR I- 6 " H/C SIGN H/C WHITE PER FDOT INDEX 13355 STRIPING PER FDOT INDEX 17346 APPROVED EQUAL 24° .... .. --9 —� ' —--- ---------- (" —�—' — `� I I Tie boom with 1- re4or continuous 1 ' swing gate (typ.) a O Q w Ir u, o X O V) w � U) w � R— 2 2 ( „ ( 8 din. Steel bollards C ' � o conic. ;=Hied (tyA) ciecrance min. ¢ v O uJ F= cc O U O } CL. — U _ _ CD . , r„ ., .....s day.. .r r ,....,._.__...._ :..z.. r,,.,,,. ....._.., r .<.......... r. ,:.,In ( v I I I} !�5 t center drop LL uJ z O F PARKING BY DISABLED n 4s" I( 1z ( I Max ! Gearal7ce min. ( `s Grade c�� m a o a Z > Z z > .I PERMIT co I s" o�rnvc� o w w ONLY 6" BLUE s, I ( I swing gate (typ.) s' concrete tslab with cc Cr (L a_ � oo u> co r� W 1- 3/8" HOLES WITH HOLES DRILLED ON 1" CENTERS FULL € ., fiber (mesh Min. ( I 8'x 16" concrete footing - L — — — — = — — _ monolithic, rein 6 thickness, I I w/ 2 .#5 re#rar {typ,) t 4 / 10x10 W.W.F' LENGTH IN FULL LENGTH IN '"" ELAN r o o 0 r r o _ $250 FINE METAL POST. MOUNT WITH 3: dropIrl t,al F.S. 318.18 5/16 x 2 1/4 BOLTS, TOP AND Et N.T.S. •— ,- O ,- 04 n CO t7 d C7 N ,— O z BOTTOM OF SIGN) IN -GROUND auJ>- cn -OZco ¢ Q CITY Of ZEPHYRHILLS, FLORIDA ® Ch Z SURFACE T o ANCHOR T PusL�c vraR►cs nDnAIrIlsrRnxloni Q o c3 m Lu z a Q W° m w W t` o ,- C? ONEMOUNT 12 4 CONCRETE NOTE: SIDEWALK "'EE MOUNT eY o,,x OtUMPSTER ENCLOSURE o c o ' w a ? O r A A y ; 6„ BLUE 6" BLUE z „ -' w ASTA A53 SCHEDULE 40 STEEL PIPE AND HOT -DIPPED GALVANIZED -" i—i�- 2375" � em N, rw o�1> ,nil APP, eY of a o Z a cc o <t �, a a o U Cr M o i Q O Q U) Al WWW.DERO.COM OR BICYCLE EQUIVALENT RACK DETAILS I — — — - - — _ r------- — — . ( -o---I q�u,tui+u,IaDlnnrr„p/ NTS ( 8" die bollards ( . Steel b conic. Riled t ' { � r * ( 6 d Steel Pe I • a % ed ° 2 ,. I yP-) U d ii ( w can e, painted ° traffic towto •'$ s� 1111-7 3 1/8 I I I " 5 8°sLZ �' s s ,l WHITE �y FILL WITH CONCRETE ( 8" conic, ;lab ( ' I 12' 12`( �-{ maxmin—,I Clearance min. cieorarloe I !( O I ( 3'—S' i 3'cone. ftg crown top of ftg. * r• NO. 84516 x s 10 STATE OF p '; i• �RF - p 05/21/2018 ''a� W1•`•.: ',, ". ` 1 1/2� 1'-0„ _ ti shy°, „ x 6 WHITE 6" DIA GALV STEEL PIPE ° PAINT YELLOW S eke 0 ( I}} jt ! si') . ( 1 p j 4. OR ©R 1 '%� S-• .,///S� ...,. CONCRETE1.3 ,. y s : CU min. I '�—Q� :..' 1 7llf(1tpgltlAllfl N{iNttt� FOOTING? 1 1/4" SIGN DETAIL x. £ °a. FINISH Drop , prcs hole N.T.S.. f h."Bi PAVEMENT SURFACE GRADE (t.) BOLLARD DETAIL METAL POST ,xi.: - N.T.s. Me beam with 2- mbar continuous T. S. � WT. OF BLANK POST SHALL BE 2 2 1/2"#/FT. ( I 12' 5' T I VARIES ° d a Q° d 1'1` ^learance m1n. cieara<+ce min T O N SECTION A - A \/\\�\ Q w � o 6' drop pin 1-0 at 4' center ■ 0 ¢ O rn N g gate {tyP,) H/C SIGN PER FDOT INDEX 17355, FTP-20-06 `Q ° (ea 1 N Grasfa Crude w m c & FTP-21-06 ° ( 4 14"nff • -' oc ¢ — r O 12" DIA ° 4° ° �° aI 8' 3000 p.s.L Concrete slab with fiber mesh reinforcing — monolithic, min �' 6' thickness, 6"x8'/ 10x10 w.W.F. i Z U 7 w r CC co Z CONCRETE L J` ° d 6"x1V concrete footing w/ '2— # continuous rebar CITY Of ZEFHYx}NIiS, FLORIDA � co Q� < Q a °4 n (� (typ ELE Y A t ILlIY liRA711�� FUS£IC WDRK8 ADMINISTRATION CD 0 Z (3 Ci HANDICAP PARKING SIGN DETAIL HANDICAP HANDICAP PARKING PAVEMENT MARKING N.T.S. rimeY DUMPSTER N RE rWiW �,B,� (,,� Cc z I— 5-- W Z a w DAZE DE PFION APR ° 2 Oi 3 Z J � > NTS NTS TYPICAL BOLLARD NOTES: o = w z z NTS 1.) WALLS New construction: maximum 6'-0" high and constructed CONCRETE MASONRY WALL CONSTRUCTION —u � tr � 1--- of concrete block (8"x8"x16"). Materials used should be Materials, construction and quality control of masonry shall be in accordance U U consistent with those used in the construction of and architectural style of the principal building. with applicable Florida Building Code / Local Code Minimum Standards. Q LL_ 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, $" 2.) FOOTINGS Grade 60. Vertical reinforcement shall be placed in the center of the masonry be held in 1 W i- 6" 3.) 8"X16" concrete w/ 2 - #5 continuous rebar embedded. CONCRETE SLAB cell, and shall position at the top and bottom. 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped 2"R ° 4 Monolithic, min. 6" thickness w/ imbedded 6"x6" / 10x10 welded wire fabric (W.W.F.), 3000 p.s.i. with fiber mesh reinforcing. more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR-O Wail (or ° . PAVEMENT SURFACE ° �p 4.) CONCRETE FILLED CELLS With I - #5 vertical rebar tied to footer steel at each corner and every 4' o.c. equivalent) at 16" o.c, 4. Hollow Load —baring Concrete Masonry Units shall be normal weight O ""'° y, .44 ., ° 5.) GATES Constructed of min. 1-1/2" diameter galvanized tubular steel conforming to ASTM C-90, with a minimum compressive strength of 1,900 p.s.i. 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all cc g. ° , ° Q a c ° a °, c0 8 a ° w/privacy-type slats inserted in galvanized steel mesh fabric, hinge mounted on min. 3"diameter steel masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. O d ° ° ° ° . ° 9 ° ° e ° a ° ° ° a galvanized post. (Gates and post constructed and installed per applicable building code by licensed fence constructor), 6. Coarse rout shall conform to ASTM C 476, with a maximum aggregate size 9 a ° . s a - - a ° ° 6.) DROP PIN of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 p.s.i. at 28 days. U. - 0 .: 1'4 ° $ -4 c ° �' EXPANS ON JOINT °° .° ° I a. ° a ° °° 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole s �� In asphalt provide a /4 p v.c. to rq ash t r " into concrete for 3 an 7 Minimum 3" x " clean -out course s � , „ DETECTAbLI;,° � 1 /2 PRE FORMED ° °a s sleeve, 6" long, ore ual. equal, of all cells to verify grout p masonry placement. Clean -outs be seated on inspection — provided in accordance with ACI 531-4,6, and before grouting. WARNING SURFACE. or °° JOINT FILLER (ALL a ° a Tr e AROUND) T) SOIL FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 Soil bearing capacity to be at least 2,500 ps.f. S. Prior to grouting, the grout space shall be clean, with no mortar projections 4 A CONST 4" THICK < 4 ogo°n 0 6060°0°0 ° ° . A ° < A CONCRETE RAMP a °m°°o�®°6°°0°0°0°�°0°°°° n ,4 ° °0 -.0 o0(0pq0�0 ° P 4 ° °0--° U°6°6°O-O°O°° 4 ° °° °°°°°°�°Q°°°° ° SIDEWALK a° o0Qoo0°Oo0o0°0°a° a 11 11 TYPE D CURB 8.) BOLLARD 3' 6' high, 6"diameter steel pipe bollard with concrete, 9 P p painted traffic yellow, imbedded 3'-0" deep in 18" concrete foundation, (See Detail) greater than /2", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, g p 9 grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of i-1/2" below the top of the middle on beam masonry. 6' I 5' STD 6' I PAVEMENT 5 NOTE: Page 3 of 3 0 44" MIN -0 /< . COLORS OF STRIPES SHALL BE WHITE AND RED REFLECTORIZED WITH A MATERIAL THAT ;:;:::. ::.. =:: ;:::::: :.;;: SMOOTH, SEALED TER SURFACE. HAS O OUTER SU CE a. ° a. 6„ - ;: 2 ALL WOOD SHALL BE PRESSURE TREATED ° 3/4"R Cn a ° TYP .:;:... = ::::.::::::; = 3. ALL HARDWARE SHOWN TO BE - ° °. 06 EXISTING iD �r GALVANIZED COATED T 4° ° 4 SECTION AA GROUND .- r :.. ° M TYPE CR-A HANDICAPPED RAMP - _ . :>;:::>- -:_;;; . _ .x.. ::._ ° ° °a PER FDOT IINDEX 304 A $" Z W NTS (� 2"X4"X7' 11 O Q uu FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 W ELEVATION � � ~ TYPE "F" CURB Ud a NTS SIDEWALK BARRICADE 1/4" R PAVEMENT 1 NTS 1' SURFACE ° q N G' a u ° S H RIBBON CURB E NTS T N 0 I I I I Ij--I. - - - — - -- EDGE OF THRU-LANE SAW CUT FULL DEPTH OF EXISTING ASPHALT SAW GUT APPLY PRIME OR MATERIALS AS NECESSARY PC OR PT OF RADIUS RETURN PC OR PT OF RADIUS RETURN NEW SURFACE NEW BASE [-h/"1177 !-%C CVIQT nA%1ChACA19' CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS NTS O 0 z Q c uw a O 0 w m O z a m z g a w 0 w x CONCRETE 6" THICKNESS, 4,000 PSI CONC SLAB W/6x6 W2.9xW2.9 SUB -GRADE 12" COMPACTED SUB -GRADE LBR 20 COMPACTED TO 98% AASHTO T-180 CONCRETE SLAB DETAIL NTS HEAV DUT TRAF IC BE RING AVER SAND BASE SUB —GRADE\\\\ NOTE: COLOR AND STYLE TO BE HEAVY DETERMINED BY ARCHITECT DUTY PAVER 3-1/8" min SAND 1" BASE 8" SUB —GRADE 12" HEAVY DUTY TRAFFIC RATED BEDDING SAND PER ASTM C 33 BASE MATERIAL PER TYPICAL PAVEMENT SECTION DETAIL SUB —GRADE LBR 40, COMPACTED TO 98% AASHTO T-180 TYPICAL ROADWAY PAVER SECTION NTS NORMAL 40'-0" WITH 4' WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK a e d� a a d< - a d e a °4 8 a d d d a d d EXPANSION JOINT W STRUCK JOINT U MAX 1/2" EXPANSION JOINT FULL DEPTH BROOM FINISH 1/4" — DJW aa. m e. d a d4 i Ia ° d a ° d EXPANSION JOINT STRUCK JOINT R01IOO 1. SIDEWALK EXPANSION JOINTS TO BEAT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 50'. Z EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PRE FORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. TYPICAL SIDEWALK NTS #4 BAR 18" LONG SURFACE PRECAST CONCRETE WHEEL STOP NTS ASPHALT \\\ \\ SUB -GRADE \\ \\ NORMAL HEAVY DUTY ASPHALT 1.5" 2.0" USE TYPE III ASPHALTIC CONCRETE SURFACE S-III S-1 COURSE FOR NORMAL AND TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE FOR HEAVY DUTY BASE 6" 8 LIMEROCK LBR-100, COMPACTED TO 98% OF AASHTO T-180 OR CRUSHED CONCRETE, LBR-100, PER FDOT STANDARD SPEC 204-2.2, COMPACTED TO 100% OF AASHTO T-180 SUB -GRADE 12" 9" LBR 40, COMPACTED TO 98% AASHTO T-180 ONSITE - TYPICAL PAVEMENT SECTION NTS 0.1 *D 4 dd ° ORd . D d . a d d a 0.2*D J d CONSTRUCTION JOINT STRUCTURE SINGLE -COMPONENT 1/4„ POLYURETHANE SEALANT 3/4" THICK ° a 6 Q e CLOSED CELL SEMI -RIGID PLASTIC JOINT FILLER 1 /4" EXPANSION JOINT SINGLE -COMPONENT 1/2" POLYURETHANE SEALANT 3/4" THICK qa D ad CLOSED CELL SEMI -RIGID PLASTIC JOINT FILLER 1/2" EXPANSION JOINT 1 /4" I—DY/441a. d d d a - d p % aA. d CONTROL JOINT NTS GENERAL NOTES: 1. USE ACI OR FC&PA CERTIFIED FLATWORK FINISHER 2. USE ACI 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS 3. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS 4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 5. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUST BE COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT, 6. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1�" IN DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL. 7, LAYOUT CONTROL JOINT BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT SECTION AND WORK TOWARD EDGE OF PAVEMENT 8. KEEP ALL JOINTS CONTINUOUS 9. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM TIME OF PLACEMENT; A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET IN LENGTH B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET AND LESS THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT 10'x10') 10. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR VISQUEEN AND BURLAP 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A JOINT LAYOUT PLAN AS A SHOP DRAWING SUBMITTAL CURBS: 1. ALL CURBING SHALL BE CONSTRUCTED OF CONCRETE THAT WILL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS 2. ALL CONCRETE CURBS SHALL BE SPACED WITH A FULL -DEPTH, 7' WIDTH ISOLATION JOINT MATERIAL PRIOR TO PLACEMENT OF ADJACENT CONCRETE PAVEMENT 3. THERE SHALL BE CONTROL JOINTS, EITHER TOOL OR SAW -CUT, MATCH PAVEMENT JOINTS, UNLESS OTHERWISE SPECIFIED; JOINTS SHALL BE FORMED WITHIN 12 HOURS OF PLACEMENT 4. ALL CURB ENDS THAT DO NOT TIE INTO OTHER FACILITIES SHALL TRANSITION DOWN TO PAVEMENT GRADE IN 24 INCHES 5. CONSTRUCTION JOINT SHALL BE TIED WITH A No-4 TIE BAR EXTENDED 6 INCHES INTO EACH CURB SECTION AND SHALL BE SPACED WITH A FULL -DEPTH z' WIDTH ISOLATION JOINT MATERIAL CONCRETE PAV""A"LIT COMPACTED SUB,.,, a 0 D = PAVEMENT THICKNESS Ds= COMPACTED SUBGRADE THICKNESS NORMAL DUTY PAVEMENT PROVIDE 5.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF 12" COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 HEAVY DUTY PAVEMENT PROVIDE 6.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF 12" COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 TYPICAL CONCRETE PAVEMENT SECTION NTS z O > o CL o z z Z U z g O r o o o a H U U H U O H C) U W _ z0 a a p z U d Q O `Z cr > Q m U- z z a D w a o 0 a > > M M o w w w w 15- cc ¢ a a T w Lo Lo I— o o Q N N N N O 0 a) co N CO Lo co N .- O �w>—cn—Ozw Lo z}aQ®M CL cfl ac7mwza'� w W '— _,=wccno >OD�¢�r N DH¢ p caw0o O p d' r oozwpa O z°Cad0 0U 0- NO. 84516 'S] STATE OF �. p • 05/21/2018 • �= s ,� •'., P•. tU�s 0 N ■ � Q M O ¢rnN LL O LL w co O 4 U n L m N'- CO 0 cc Q ti U w CC �co zti�(D O CD Q co -1-q — N n_ co a-LL Q o0zl_ 0cn z Z O z wzQw d0-D zQcco uj Z z J J ¢ f— U < cr w O a O ���j�i cn G N 06 Z N J 0 o a Z v W U � N W ~ W a cn V LL S H E E T 11 0 Cl) N I I I _ 1 1 1 i I I — 1 11 ' IN ' n I I I I I I I I 111111111 1 11II 1 1 71 1 1 , ,, L N _ 2-1 1/2" SO. WOOD POST, 6' O.C. (MAX.) -- FILTER FABRIC, SILT FENCE '•..__ BACKFILL +ram --SWAL£ SEDIMENT �.... LADEN 1- RUN-OFF FILTERED �r RUN- OFF D il:iac R ':,ED P f T.. [ h F.D.O T INDEX 02 FILTER FABRIC IN ACCORDANCE WITH NOTES: SECTION 985 OF THE FA 0 T. STANDARD SPECIFICATIONS. 1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED BY CONTRACTOR. 2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR ROAD CONSTRUCTION IS STARTED. a.)PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS PROVIDED IN DETAILS. b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE BEFORE SOD &. SEEDING & MULCHING IS FINISHED EROSION CONTROL STRUCTURE THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL. NOT BE CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT, NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REh90VED AFTER EACH RAINFALL THEY MUST BE REMOVED WHEN THE LEVEL Or DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER, MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER, ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. DECEMBER 2015 CITY OF ZEPHYRHILLS STANDARD DETAILS I CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 j I PHONE (813)780-0029 FAX (813)780-0613 G=1 PIG TAIL WIRE AFTER PASSING THROUGH SPLIT BOLT #8 THW LOCATING WIRE ?APE CONNECTION (SOLID COFFER WIRE AND WATER PROOF TAPE WITH BLUE COATING) 4" HEAT ACTIVATED SHRINKING WIRE COVERING- NOTES 1/4" x34" PIT BOLT i SPLIT 1. THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON. 2. AFTER INSTALLATION OF THE LOCATING WIRE THE SYSTEM SHALL BE SUBJECTED TO TESTING, IN THE PRESENCE OF CITY UTILITIES STAFF PRIOR TO BACKFILL, IN ORDER TO THAT THE SYSTEM IS FUNCTIONAL. LOCATING WIRE SPLICING NOT O SCALE N T 0 CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 - PHONE (813)780-0029 FAX (813)780-0613 W a o MIN SIDE SLOPE UNDISTURBED PER OSHA EARTH (TYP) FOR SHORED FOR OPEN REQUIREMENTS TRENCHES TRENCHES (TYP) WHERE SHORING IS NOT EXTENDED TO 0 SUP,FACE, SLOPE EXCAVATION AWAY H FROM TOP OF SHORING PER OSHA WARNING REQUIREMENTS TAPE � PRIOR TO COMPLETION OF FINAL BACKFILL, A A REMOVE SHEETING ABOVE 12" OF TOP OF PIPE; REMAINDER OF SHEETING TO BE LEFT i IN PLACE PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN ---- --- PIPE SPRING LINE OR CENTERLINE Of VERTICAL CONDUIT SPAN SHEETING OR TRENCH BOX FOR SHEETING TYPE CONSTRUCTION, DRIVE SHEETING BELOW BOTTOM OF EXCAVATION FOR LATERAL SUPPORT AS REQUIRED BY THE CONTRACTOR'S REGISTERED ENGINEER TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2) NOMINAL PIPE DIAMETER MINIMUM SIDEWALL CLEARANCE ADDITIONAL EXCAVATION DEPTH (1) OR HORIZONTAL CONDUIT SPAN (INCHES) p (INCHES) B (INCHES) LESS THAN 24 12 12 24 AND GREATER 18 18 S' RFACE Z¢ I 3((== 3 W �IW WU >w I V n la 3 j - OPEN TRENCH MAXIMUM / VERTICAL WALL HEIGHT j;r m I PER OSHA REQUIREMENTS 'ta l PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN ZONE NO. ZONE NAME MATERIAL - _..COMPACTION - 1 FINAL BACKFILL AS SPECIFIED AT LEAST 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D-1557 (98% WHEN UNDER PAVEMENT} 2 INITIAL BACKFILL O HAUNCHING @ BEDDING l�J FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. TRENCH ZONE NQTES: FINAL BACKFILL SHALL BE INSTALLED 1N LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. (D INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING, REFER TO ADDITIONAL NOTE 3. HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT,. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. HAUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. ®BEDDING SHALL BE INSTALLED LtJ _QQI,P Y QCyJATE F T $Zja IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING, PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER 1-0 ADDITIONAL NOTE 3. 05 NATIVE, UNDISTURBED MATERIAL It�_�QAyPj I=TyL_Y ,OEWAIEBEL TRENCH MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR CQLJIAA - EQ BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3, ADDITIONAL NOTES: 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS, SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL- BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER, THE WIRE SHALL BE 'TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET, TYPICAL UTILITY TRENCH DETAIL NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 ' PHONE (813)780-0029 FAX (813)780-0613 G=3 GRADE./ "cc F.FI z N 04 IF.. I Cr. # E ..T..; t' I" OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) `F `,� 1 . t.i, v H U ui - � .IJ D P �- 0•, a _r HI L C F s.; ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) L.- -. ......-- ...... .... ..__..-.....-- ----- ------ - ' _ .. __ --- ' - " -' MINIMUM VERTICAL SEPARATION REQUIREMENTS PPC :. S_D IJ .. L ', .,, is „(, _ --- - B I .............................................................................. .... ...... ... .. .. ................. ............ 5' -- :F,w„�!: EDIBLE 1,J,',lid 7 -„ I2) ;�- � - p:`'r�; -- S J J. i Et ` ' t i" .d I G. '` l ), '..Av c .....Af4 .� ...! LLs-.r'i 4,7 -,.:T MINIMUM VERTICAL SEPARATION REQUIREMENTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY Fa .r E 1D GM. K 't FORt E 111,Ev ua'F- I 1 -n : -C' __ __ _ _ .,) ,., ., J4s;l ,�T:..i'< FrF. VA_ .K,v< T±.. .. G'NEMN RESTRAINED JOINT {TYP} NTS FITTING ALL RESTRAINED JOINTS �ReSTRt/ ��`NCv eNcn aen RLs RESTRAINED JOINT SCHEDULE FITTING PIPE SIZE 90' 45 4� 22 1/2 22 1 /2' 11 1/4 t 1 /4' VALVE, DEAD TEE BEND BEND BEND (VERY) BEND BEND !VERY) BEND BEND (VERY) I END OR REDUCER (BRANCH) 8" 37 16 45 8 14 4 7 107 107 6" 29 1 ? 34 6 11 3 6 82 82 4" 17 8 16 4 8 2 4 38 37 NOTES; A. RESTRAINED LENGTHS ARE IN FEET AND ARE FOR POLYETHYLENE WRAPPED DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. B. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING RESTRAINED JOINTS. C. THE SCHEDULE SHOWN IS FOR THE FOLLOWING SERVICE CONDITIONS 150 PSIG TEST PRESSURE; POORLY GRACED COARSE SAND; 36 INCHES COVER, TYPE 3 TRENCH CONDITIONS; AND 1,5 SAFETY FACTOR. D. RESTRAINED LENGTHS SHOWN IN TABLE ARE IN FEET AND ARE MINIMUM LENGTHS REQUIRED IN EACH DIRECTION FROM FITTINGS OR VALVES. E. ALL PIPE SHALL BE RESTRAINED TO THE NEXT JOINT BEYOND THE RESTRAINED LENGTH GIVEN, F. RESTRAINED LENGTH FOR REDUCERS SHALL BE BASED ON THE SIZE OF THE LARGEST END OF THE REDUCER. G. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE RESTRAINED LENGTHS SHOWN IN THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SOIL CONDITIONS ON THE PROJECT, THE CONTRACTOR'S ENGINEER SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL PIPING WAS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL ENGINEER, WHICHEVER ARE MORE STRINGENT. CONTRACTOR'S COST FOR MEETING THESE REQUIREMENTS SHALL BE INCLUDED IN THEIR BID. H. FOR CONNECTION OF PIPING TO EXISTING PIPING, WHEN THE REQUIRED RESTRAINED JOINT PIPE LENGTHS TO PREVENT PIPE MOVEMENT CANNOT BE ATTAINED IN' ACCORDANCE WITH RESTRAINED JOINT SCHEDULE, THE APPROPRIATE TEE, VALVES, BEND AND/OR CROSS FITTING(S) SHALL BE FULLY RESTRAINED IN ACCORDANCE WITH EXHIBIT G-6A TO PREVENT PIPE MOVEMENT. J. WHERE HOD CONNECTS TO PUSH -ON JOINT PIPING, THIS CONNECTION SHALL BE TREATED AS DEAD END W/ RESPECT TO THE RESTRAINED JOINT SCHEDULE. RESTRAINED JOINT SCHEDULE NTS CITY OF ZEPHYRHILLS DECEMBER 2015 5 ,3) STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 G=6 UTILITY CONFLICT -- - - -- ------ CITY OF ZEPHYRHILLS jDECEMBER2015, STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT I I 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780 -0029 FAX (813)780-0613 !G=4 !. -.-------. _..._.... -_i- --------------------------------- UNDISTURBED EARTH e'. BEARING AREA v, BENDS PLAN TEE PLAN EARTH BEARI<` AREA CROSS PLAN GROUND SURFACE NDISTURBED ARTH ILLUSTRATIVE SECTION BENDS IN SECTION ICE, TYP. REACTION BLOCK BEARING AREA DIMENSIONS FITTING 11 1/4' BEND 22 1J2' BEND 45' BEND 99 BEND TEE/CROSS PLUGS/CAP SIZE (in) H xW (in) HxW (in) H x W (in) H x W (in) H x W (in) 4 11x11 15x15 20x 0 28x28 23x23 6 15x15 21x21 29x29 4Ox40 33x33 8 20x2O 27x27 38x38 52x52 44x 10 24x24 33x33 47x47 63x63 53x53 12 28x28 40x40 55x55 75x75 63x63 14 33x33 6x46 64x64 87x87 73x73 16 37x37 52x52 73x73 99x99 83x83 8 2x 2 58x58 82x82 111011 11 93x93 97 55x55 77x77 fO8x108 146x1 6 123xt23 REACTION BLOCK NOTES A. BASED ON 150 PSI PRESSURE & 1500 PSF SOIL BEARING VALUE, 2A SAFETY FACTOR, WATER TABLE BELOW THE THRUST BLOCK, VERTICAL BLOCK FACE, AND A MINIMUM THICKNESS OF 18 INCHES, B. BEARING AREAS FOR PLUGS SHALL BE THE SAME AS FOR TEES. C, FORM REACTION BLOCKS TO KEEP CONCRETE CLEAR OF JOINTS AND BOLTS. D. REQUIRED REACTION BLOCK BEARING AREA SHALL BE PLACED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND REACTION BLOCK TO UNDISTURBED MATERIAL. E. PLACE PRESSURE TREATED WOOD BOARDS IN FRONT OF PLUG, AT TEE, CROSS OR END OF PIPE BEFORE POURING CONCRETE REACTION BLOCK, F. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS, ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH BACKFILL COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D1557, G. NOT USED, H. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE REACTION BLOCK SIZES SHOWN IN THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SOIL CONDITIONS ON THE PROJECT. THE CONTRACTOR'S ENCiNEER SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL REACTION BLOCKS WERE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL ENGINEER, WHICHEVER ARE MORE STRINGENT, CONTRACTOR'S COST FOR MEETING THESE REQUIREMENTS SHALL BE INCLUDED IN THEIR BID. TYPICAL REACTION BLOCK (THRUST BLOCK) DETAILS NTS 3TH I CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS " CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=6A PHONE (813)780-0029 FAX (813)780-0613 I,OCA,rl..Iiti OFF, PIJBI- IC '��?ATER SYSYE I MAINS IN A('('ORI)ANCI wrrI.I F•A•(.'. RI.TF.E 62-555.314 Other Pipe Horizontal Separation Crossings (1) (1) Vaal.er main should crass above abler pipe. When water Imam inTast be below otfler pipe, the mini.nmm separation is 1.2 i.rtehes, .. r tF.A.C.teelalrrled water regulated d uII er I all Ill � l _I a s r tiA b10 t�.._ ��.} g e d # 1 to 4 I` (3) 3 ft. for gravity sanitaiT sewer where the bottom of the water main is laid at least 6 inches above the top of the gralritl< sanitary sewer. (41 Reclaimed water not regulated cruder Part III of Chanter 62-610, F. A.C, Div'lairow - Thic domment is yrowided for your ceenvxmimce only. I'I ears ref,.a' to N`.A,.C. , rtotn6Y-55i il3 rnr »Aditiiinal conxtx'u rxinu rrrinsem.enis BRASS CAP WITH CHAIN 0 W zCL �� 0 W � CAST BRASS I.D. PLATE o F WITH SPECIFIED ULETTERING (I.E, "AUTO � 0 SPRINKLER) = J CFj G 2 Z 2 co FDC CONNECTION CAP TO BE A 5" STORZ X4" NPT CHECK VALVE CONCRETE PAD 18"x18"x6" FINISH GRADE 4" CONNECTION TO UNDERGROUND. FIRE DEPARTMENT CONNECT - FDC NTS 0 In q W W 0 }� 00 - p O CL F W U C) () OC E- } r F_ 1_ Cr F- CD U U LLUU u- S Z 0 0 Q CO � O0 Z Z Q Q d CC O m O Z Z > > o W O O 0 > > CC Cr W W W W � Lr Cc IL IL co r co cp W O O r r ~ N C" CV N O C) in O (rw>-rn-OZW J Ln Z>-0< Uj CD oc7ml,Jzar w W � 1iFrWCC C7 O O >0XFW-�0 Cri Q O N p�¢cOuWocfl CL 00 O Z O (7 cc E Q< a v OCU CC Q IL EL o t NO. 84516 * * F= i7 STATE OF 05/21 i2018 ..(X'• %. �L pP.• . ••.,. O.. t DNA L. 0 CV Uj a aQ cc O • LO Q M N c7u o>�� 00Co0 C) n r-. LU m N CO � Q ter• O 0 = LU Z � CD ohm Z"p Z ox M Q � � Q > - CV a- M a- U_ Q 0(DZ{jC/) U ZzOz� W Z<Cw Z_ LU J � C5 a_ (n W Z CO J Q CC � H- v U LL_ LL d IllE- a ........,��i1 ol- U. Cn 0 CnT VI co Z J 0 O Z U o N � Q J W a � V LL S H E 13 E T N 0 I - ---_ -_ __J-L I I I I I I I I I 'I 1 11 1 IL[_'_ I. II 1 1 I I. L -I I 0 >_0 a¢ �:�EQ0, w m O Z } a m IL w U) w REFERENCED DATA 1. TOPOGRAPHIC SURVEY WAS 08TAINED FROM -, AND PERFORMED BY w_._, DATED 2. SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM __ AND PERFORMED DATED 3. ALL ELEVATIONS ARE REFERENCED TO ____.. THE HORIZONTAL DATUM IS BASED ON STATE PLANE 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA ALL RISKS RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR. 5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY __, REFER TO REPORT DATED ---. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABUSH 1N THE FIELD LIMITS OF CONSTRUCTION, BENCHMARKS (TINE), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. GENERAL 7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS $ET FORTH BY THE FOEP, AWWA, NSF, AND FGUA. 8. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE. OVER DIMENSIONS INDICATED ON THE DRAWINGS, IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUT.ON. 9. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA, 10, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR T0 CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS. 11. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. CONSTRUCTION LAYOUTILIMiTS OF CONSTRUCTION 12, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT, PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 13. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. EXISTING CONDITIONS 14, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION, 15. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE. MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER. WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHAD. INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFUCTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 17. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 18. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. UTILITY COORDINATION 19. THE CONTRACTOR SHALL NOTIFY ALL UTIUTIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDA' AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS, 20. FLORIDA TAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 21. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 22, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. CONSTRUCTION SAFETY 24, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 25, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY, RESTORATION 26, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSWING, CULVERTS, ETC, DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 27, ALL. EXISTING SIGNS AND MAILBOXES `LOCATED WITHIN THE. PROJECT SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION., AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 28. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 5', A MINIMUM OF C THICK, 3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH IAXI,4 W.W.M., ALL IN CONFORMANCE WITH MACDILL DESIGN GUIDELINES, LATEST EDITION. ACCESS/MAINTENANCE OF FACILITIES 29. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES 30, LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS, 31. SIZE OF FITTINGS SHOWN ON PANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 31 ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWA.L END SECTIONS ARE TO END OF PIPE. 33. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR CONFIGURATION 15 REQUIRED. FINAL SUPPORTS, LOCATIONS, AND TYPES SHALL BE DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTALS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. WATER 34. ALL WATER PIPES ARE TO BE CONSTRUCTED WITH 3C MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. ALL WATER MANS ARE DR-18 PVC UNLESS OTHERWISE NOTED. 35. FURNISH AND INSTALL 10 GAUGE TRACER WIRE ON ALL MAIN PIPELINES. WIRE TO EXTEND INTO EACH VALVE BOX WITH SUFFICIENT EXCESS TO BRING WIRE THREE FEET ABOVE FINISH GRADE, 35. WATER SYSTEMS ARE TESTED TO A MINIMUM OF 150 PSI FOR TWO-HOUR DURATION AS PER AWWA C 600 STANDARDS. 37. ALL FIRE FLOW LINES WILL RUN SEPARATE FROM THE DOMESTIC WATER MANS AND HAVE A FIRE DETECTION METER AND A FIRE LINE BACK FLOW PREVENTION ASSEMBLY (BFP). ASSEMBLY SHALL INCLUDE A LOW FLOW BY-PASS METER W/ RPZ. 38. ALL POTABLE WATER CONNECTIONS SHALL BE MADE WITH CUTTING -IN TEES WITH VALVES. ANY EXCEPTIONS TO THIS WILL REQUIRE FGUA APPROVAL. WHEN ALLOWED BY FGUA, HOT TAP (°WET TAP") GONNECTONS SHALL BE PERFORMED BY A LICENSED, UNDERGROUND CONTRACTOR, WITH ADVANCE NOTIFICATION (72 HOURS) TO THE FGUA INSPECTOR. 39. WATER TAPPING SADDLES SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON OR EPDXY COATED STEEL WITH STAINLESS STEEL HARDWARE. TIE STRAPS AND BOLTS SHALL BE CORROSION RESISTANT ALLOY STEEL FULL CIRCLE STAINLESS STEEL TAPPING SADDLE SLEEVE WITH RESILIENT SEATED TAPPING VALVE SHALL BE USED FOR PROPOSED WATER AND FORCE MAIN CONNECTIONS, 40. ALL FIRE HYDRANTS SHALL BE PANTED IN ACCORDANCE WITH AGRAM 07-07 (MAY 2007). CAPS SHALL BE PANTED WITH REFLECTIVE -TYPE PANT. BARREL COLOR DISTRIBUTION SYSTEM TYPE YELLOW PUBLIC (POTABLE) RED FIRE PROTECTION (POTABLE WITH SFP) PURPLE RECLAIMED (NON -POTABLE) RATED CAPACITY (AT 2OPS1 RESIDUAL PRESSURE) LIGHT BLUE 1500 GPM GREEN 000-1499 GPM ORANGE 500-999 GPM RED <500 GPM SEWER 41. ALL WASTEWATER FORCE MANS ARE TO BE CONSTRUCTED WITH 48" MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. 42. LOW PRESSURE AR TEST AND VIDEO INSPECTION ARE REQUIRED FOR THE GRAVITY COLLECTION SYSTEM, ALTERNATIVE TESTING METHODS PROPOSED BY THE CONTRACTOR MUST BE PRE -APPROVED BY FGUA 43. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED, EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE. 44. INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN SERVICE TYPE VALVE TYPE - * VALVE SIZE * GV - GATE VALVE * BFV- BUTTERFLY VALVE g VALVE IDENTIFICATION WATER �� DISK ANCHORED TO CONCRETE 6" PV DIRECTION AND NO OF L-20 TURNS TO OPEN 1IT LETTERS CAST IN 3" � DIA BRONZE DISK (TYP) CAST IRON LID WITH RAISED LETTERS "WATER" PAINTED BLUE (POTABLE) OR RED (FIRE) SEE NOTE 8" 36 X 6" CONCRETE PAD OT- LOCATOR WIRE ACCESS-2" SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12" OF EXTRA WIRE PLAN VIEW ' 5" OC, 2" FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ` 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 w - 5 PHONE (813)780-0029 FAX (813)780-0613 PAVED AREAS, ASS IN UNPAVED AREAS. 45. ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES .ACCEPTED BY THE FGUA MUST BE AT LEAST FOUR INCHES (47) AND EIGHT INCHES (87) IN DIAMETER, RESPECTIVELY, EXCEPT LATERAL SEWER LINES WHICH SHALL BE NO LESS THAN SIX INCHES ((`) IN DIAMETER AND ACCEPTED BY THE FGUA TO A SANITARY CLEANOUT POINT OF DEMARCATION (POD). A SANITARY CLEANOUT SHALE_ BE PROVIDED WITHIN 10' OF EXTERIOR BUILDING WALL FOR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTER A MANHOLE. 46, A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHALL BE INSTALLED AT THE FGUA POD ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY OWNED LIFT STATIONS CONNECTING INTO THE FGUA'S UTILITY MAINS. 47. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS S BY CORE BORE C G J HALL BE WITH KOR-N-SEAL CONNECTORS. 48, ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE. PAINTED MANOR. HOUSE BROWN (SHERWIN WILLIAMS). 49, CONTRACTOR SHALL COORDINATE WITH FGUA ON THE LOCATION OF THE LS DRIVEWAY BEFORE INSTALLING. UTILITY SEPARATION 50, EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 51. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FOEP REQUIREMENTS. 52. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. MAINTENANCE OF TRAFFIC 53, THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR FOOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS. 54, ALL REFERENCED FOOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW. €IOT.STArL.FL.US/RDDESIGN/DS/ 14/SIDS.SHTM. 55, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL. TIME$ DURING THE DURATION OF THE PROJECT, 56, THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FOOT STANDARD INDEX 600 SERIFS AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL. AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC DES MUST BE OPEN FOR TRAFFIC Ax THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 57. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL. OF UNIFORM TRAFFIC CONTROL DEVICES. STANDARDS, AND SHNl HE PAINTED IN ACCORDANCE WITH FOOT STANDARD SPECIFICATION SECTION 710E 58, SIGNS AND BARRICADES TO BE. ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION, PROJECT SPECIFIC 59. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE OWNER PRIOR TO CONNECTING THE NEW WATER MAIN TO THE AFB PUBLIC WATER SUPPLY (AFB-PWS). THE CONTRACTOR IS RESPONSIBLE£ FOR COORDINATING AND SCHEDULING EACH CONNECTION WITH THE OWNERS OF THE PWS TO ENSURE THAT THERE ARE MINIMAL INTERRUPTIONS TO EACH SYSTEM. 60. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND/OR INSPECTED PRIOR TO DACKFILL COMPACTION, ROAD BASE INSTALLATION, OR RESTORATION. 61, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 62, ALL ROCKS OR STONES LARGER THAN 6" IN DIAMETER SHALL BE REMOVED FROM THE BACKFILL MATERIAL. BACKFILL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2° IN DIAMETER. 63. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO FOOT'S STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE CONSTRUCTION, LATEST EDITION, AWWA, NSF, AND THE LATEST FGUA STANDARDS, UNLESS OTHERWISE INDICATED. 64, [ENGINEER TO ADD MORE AS NEEDED] 65. ABANDON PIPING IN PLACE: 2" AND SMALLER CAP AND ABANDON IN PLACE. Y AND LARGER CAP AND GROUT FILL IN PLACE. CORPORATION STOP (V208) SERVICE LINE, SEE PLAN FOR SIZE AND MATERIAL TYPE FLOW ADAPTER AS REQUIRED i WATER MAIN SERVICE SADDLE NOTE: SIZE OF SERVICE SADDLE OUTLET, CORPORATION STOP, ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE LINE SIZE UNLESS NOTED OTHERWISE. SERVICE TAP NTS n CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542-� PHONE (813)780-0029 FAX (813)780-0613 VALVE COLLAR AND IDENTIFICATION DISK SEE EXHIBIT W-5 r z FINISH GRADE �- CAST IRON ADJUSTABLE 0 VALVE BOX elf TAPPING VALVE a �/--FL ANGED CONNECTION w. REACTION BLOCK UMISTURBED SEE EXHIBIT EARTH d G-6A MJ CONNECTION MJ TAPPING SLEEVE NOTES: 1, ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40. 2. CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED. 3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD. 4, DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW -OFF ASSEMBLY PLUMB. 5. EXTENSION OF VALVE BOX. SHALL BE SET SO AS TO RESERVE 1 /2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 6, VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER, WET TAPPING SLEEVE AND VALVE DETAIL 1 1/4' SQ NUT HYDRANT EXTENSION AS- REO'D FOR ADDITIONAL DEPTH g s �I ENCASE CRUSHED STONE VV; 30# FELT OR FILTER a w FABRIC a I N! LEAVE DRAIN HOLE OPEN USE 3/4' SS NUTS BOTH SIDES OF JOINT (TYP) NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613W=2 TYP 3-NOZZLE FIRE HYDRANT 1 11C SO NUT (TYP EA NOZZLE) BREAK AWAY FLANGE ' FINISH GRADE GATE J / SEE EXHIBIT 1 5'-0" MIN. P � 4a 6' WATER MAIN (MIN) 6" RMJ GV j 6" DIP t (TYP THE VALVE AND THE TEE ARE DIRECTLY CONNECTED UNLESS THE WATER MAIN IS LOCATED UNDER THE ROADWAY (IN WHICH CASE THE VALVE IS TO BE LOCATED 18" FROM EOP) Z \ �- 31e SS ROD-2 REQ'D (MIN) OR PROVIDE RESTRAINED \\l- JOINTS (SEE NOTE B) WASHED CRUSHED STONE FOR DRAIN SUMP (FOOT No 57 STONE) NOTES: A, FIRE HYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY'S LAND DEVELOPMENT CODE. B. 3/4" STAINLESS STEEL ROD CUT AND THREADED .AS REQUIRED, OR PROVIDE RESTRAINED JOINTS. C. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN T AND 7' FROM EDGE OF PAVEMENT. D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL BE GALVANIZED OR TYPE 316 STAINLESS STEEL. E. 4 1/2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET. F. FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING DI PIPE TO R/W, DIP TEE AT MAIN, HYDRANT, REDUCERS, VALVE, HYDRANT EXTENSIONS, VALVE EXTENSIONS, ALL PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION. G. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT MARKER FOR FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE Bi_UE AND IN ACCORDANCE WITH FDOT 706E MARKER SHALL BE LOCATED IN THE CENTER OF CLOSEST LANE PERPENDICULAR TO FIRE HYDRANT. FIRE HYDRANT DETAIL NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE 813 780-0029 FAX 813 780-0613 () () wmi 0 SEE VALVE COLLAR IDENTIFICATION DISC DETAIL SEE EXHIBIT W-5 rFINISH GRADE OR / PAVEMENT TRACING WIRE-__-_. -''`-HAND TAMPED BACKFiLL '{ AT TOP SECTIONT ADJUSTABLE - OPERATING NUT VALVE BOX CI VALVE BOX SHALL REST / ON BEDDING ROCK., NOT ON SEE NOTE �� THE PIPE FDOT #57 STONE TRACING NITRE ,/ r F (6" DEEP) -!: PIPE VALVE I _�9 COMPACTED FDOT #57 STONE i I I IEEE LENGTH 6' OF VALVE 6" WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (6" BEYOND EA SIDE) NOTES: 1. EXTENSIONN OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2, VALVE STEM EXTENSiON(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATNG NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE 813 780-0029 FAX 813 780.0613 () (1 W=3 LUE REFLECTOR IN CENTER T DRIVING LANE ADJACENT O FIRE HYDRANT. IF YDRANT IS LOCATED AT AN NTERSECTION, A BLUE EFLECTOR SHOULD BE 4STALLED ON BOTH STREETS PRE HYDRANT .ASSEMBLY FIRE HYDRANT REFLECTOR DETAIL NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 wmi 1 z 0 a a z F- Q w w Q CL O Z � � }�0000 CL i- U U U L� c�vF-F-1, U 00 H (~A) U U LLI Li S Z 0 0 Q O zU Z Z U a a _O r a D a O 00 0 > > x CC 0 w w w w 75; Ir a CL n_ w r f r LU N C" N N O Q u7 0 TO 0) 00 i` GO LO It co N r O z Mw>-0-0z0 J u) z >-0 a ®'t CD OC7mwza- w Llj 1` Q �_ _j 0 O _Cw O >O�H�0oi a 0 N ,Do 0-0-w � CL 4 00 O ZOzwo- CC) t55 aao 0 0 o �, U v OL a o NO. 84516 -10 STATE OF -5)C) 05121 /2018 . w �`% `•k FOR tO�•' •fie O N ■ LL Q cn CD cc CD p Ltd ■ 0 if J 6? N c co 0 d^ U n m CO 0 S Lit N EL U o0 CO Z(D CID o co OXa m < -zt _ ¢ > _ cat L1 cM a- Li Q CEO (D Z (D u) z z o z 3 cc z E- r w z Q w z _3 c CL O GQr�cn a LL J J Q cic U U Q >z W a LL U) z 0 cn cm ad Z J 0 ~ Z v o U Q J W a H @) M cm) 2 LL S H E 14 E T N 01 0 2i r o d m RESILIENT SEAT GATE VALVES OS&Y (TYPICAL) TEST COCK FINISHED + O GRADE 1 INCH BACKFLOW 'HAMFER PREVENTION 90' BEND POST > (FL./M.J. INDICATOR VALVE TEST COCK (IF REQUII #2 / . w 0 c� 0 m DEVICE _ RELIEF VALVE L DISCHARGE * MIN 25' MAX ' ZZ- \; TEE WITH ISOLATION VALVE \ 12 INCH+ PIPE DIA. ON BRANCH (TYP) \ _ (MIN) TWO (2) #5 M 18 INCH + PIPE DlA. BARS (MAX) CONTINUOUS w/ COMPACTED #3 TIES 0 12 ADJUSTABLE PIPE SADDLE BACKFILL INCH O.C. SUPPORT (TYP) 1 /2 INCH PREFORMED JOINT 90' BEND MATERIAL TO BE PLACED (M.J./M.J.) BETWEEN DIP AND CONCRETE SLAB CITY OF A ZEPHYRHILLS PRIVATE * DISCHARGE ABOVE 100 YR FLOOD PLAIN p _ NOTES: 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING. 2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 3. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION AND HYDRAULIC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTER CAN BE USED. 4. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1:4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi, 5. SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 6. BOLLARDS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS. 7. ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY TO PROVIDE THE LOCKS), BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONL NTS TRANSITION COUPLING SLEEVE EXISTING PIP PExPE SPOOi CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=12 PHONE (813)780-0029 FAX (813)780-0613 NIU ILL tREJ I RMISNEU) CUT -IN TO EXISTING DI OR PVC PIPE EXISTING PIPE PExPE DI OR PVC SPOOL PIPE EXISTING -\ SPOOL PAPEPExPE DI R PVC PIPE /- € TRANSITION COUPLING EXISTING PE SLEEVE (TYP) PIPE ---- NEW WM MJ TEE (RESTRAINED) CUT -IN TO EXISTING AC PIPE NOTES: 1. RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR AS DIRECTED BY THE CITY 2. SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT -IN CROSS. 3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER HILLSBOROUGH COUNTY STANDARDS 4. FOR ASBESTOS --CEMENT (AC) PIPE, REMOVE 10 FT. (MIN) OF PIPE ON EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHALL BE ALLOWED WITHIN 15 FT. ON EITHER SIDE OF THE NEW TEE. CUT -IN -TEE NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS x CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 WM18 O 1 c r O m 7JZF-1rrrn O%m 0 02Zm9�m D 00z0m�Kr x z�AD -,,mr J� �1 ti�Yf �,77p mm, US (n t m "506Arna31 mrn T N r �nDG� n� z m � o n'- m m m c 0 m m m m a z z � 0 O m z �1 —7 DC DZOo mop„=ernm Tm1 N r N �."•. > O n Fn -1 p D zr-Dm�= VA or0CT ry0f*t m p „w (/, Z O Z rn mm�zrozz -i T;:u m >A= ��-i D o N'*1-;To'vv ?z�ocm z 6 0,Z212 zK mm T mrnD r< W /� m Kz !<!<wrQ o oZ *rrz `/�+� rn m rA o y r V ioWZmza (7 XZ0ZIO > rn � a) Z m� m N -f� 0 �o z Y m 4 < S rn z D z >c Y N o 0 O � > m rkn p1 '�0m N 0o�< Z i- ON zv_� C W= n W 0 ;0 m 0 mr y -0 0 tt7 m c A o z y n W n P O m C m � o < m m o � f p m 0 0 a v z r N n m O Z < 0 O z m m z0 xm �z<c E oc> m 0 zomz w z w L--_. o m z o D i >1 m m m _v z 0 nm zz c _ r rn�T TWO GiF o >� _ vow O m m �7 D m� me 0 n 00 inxy -6�� m> m 00 cz s�zm m O 0[N �� 'a = Mm m G .53 O M < 0 M � I .a m C (N E; g 0 zr � eP O 0 D N V n 0 s T v) Im z c g Im + 0 0rm' r00 �rl mm n � m m 71 (0 0o z � o z0 zi 0 x BLDG FACE CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wml6A PHONE (813)780-0029 FAX (813)780-0613 ...... . .. . ...... 2'-6" SQ. I AC PAVING OR FRAME AND SOLID LID GRADE & NEENAH R-1974-A (ROUND) OR EQUAL TO PIPE O.D. �• a o a of 6„ 4 CONIC. COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC EXPANSION JOINT 4" MIN. MATERIAL ENCASEMENT 3" TYP. �— SAND BACKFILL CONCRETE ENCASEMENT EQUAL DIA. PIPE o (8" I.D. MAX.) AS REQUIRED TO ENCASE FITTINGS -0" JOINT — AS SHOWN PLUG �— UNDISTURBED SOIL GRAVITY CLEANOUT NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT x' 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 F PHONE (813)780-0029 FAX (813)780-0613 S=9 GENERAL NOTES: 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT) 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE.. 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6, SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY, THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED. TEMPORARY METER NOTES: 1, THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT, 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 •�1 PHONE (813)780-0029 FAX (813)780-0613 Wml6E AS REQUIRED I RIGHT-OF-WAY SEWER, MAIN I SOLVENT WELDED / CAP PVC WYE IN 4" PVC PIPE SEWER MAIN 4" PVC WYE, -. PROPERTY LINE 4" PLUG 4" PVC- PIPE 4" PVC 45' BEND * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. AS REQUIRED RIGHT-OF-WAY 12" SOLVENT WELDED CAP MX CONVERT TO CLEAN-CUT UPON FINAL CONNECTION TO CITY SYSTEM N FINAL GRADE 4" PVC PIPE"--, DEPTH AS REQ. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES ]_ 4" PVC WYE 4" PLUG 4" PVC PIPE SEWER MAIN 5' BEND OR OPE \4" PVC PIPE 90' LONG RADIUS SWEEP \\ 4" PVC 45' BEND ,PVC WYE IN SEWER MAIN NOTE: 4" LATERAL ACCEPTABLE FOR SINGLE FAMILY CONNECTION ONLY, SIDE VIEW MULTI -FAMILY, OR COMMERCIAL SERVICE SERVICE SHALL HAVE 6" MIN, LATERAL. SANITARY SEINER SERVICE PVC SINGLE SERVICE 9:F�F CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=5 PHONE (813)780-0029 FAX (813)780-0613 z 0 >ar 0 z z p Z 5; LLI o a 0 0 CL u 0 0 0 cr U LU 1- 0 0 1-cQ 0 U LU LL= z o o n c') (5 0 z z < < I- m OW z z O o 0 0 0 > > tr 0 W W W W 2 m m a a m T �iz W 0 Lf) r II- I- O O N < N N N O n L0 o - 0)00 I` CO LLD d N .- O =w>-w-0zw J Ln J 0(Dmmwza-� L�jl 0 W m O ZD m 0 0 d>0mw -ncr Q CV I-I-t:D-�w0c" Q Q d' zz0ZLLA0- CL Cy O ~ v'°CaQ0 0 (� O Q O 4. d 0 r t NO. 84516 * z � 'O STATE OF p • 05/21/2018 OR I W < a U)Q rr CJ � Q CSC N a: Er0 L L � cc CO 4 0 U EN f---co, J m N LU cf- < t-iz,0 = W N CC U�co ZtiC`3 Z Jco c,0 O — N d M a. Li- < c3C3z(DC/) U zzOzF3 Luz<Lu z < F- � d O zQ c) Q Lli z J J CL U LL- cc W a LL cn Z 0 ci) N cz Z J 0 0 ~ Z U LLI 0 Q J W a F- V LL S H E 15 E T N 01 I IF I I I I I I I I 1 11 1 , I I i I I i I I I 1� 1 1 i I $ Iii Pr II I 111 1111 1111 11111111[1111!! y 111if III I, , nl lawl 111 1 ! II I I PLANT LIST i co 10! iM .. .......... ....... ........ ........ ..... L8 L— — — — — - o II cz 041 0 1 ZVI - -------- ------- uj Un > � 10 < WOE 0 r-C C) 0 < ..... ..... - O 3t 15' tl, II 0 12" Aj- a: ...... ........ V7, -c1 it 10 25' O ............ hw - - - ---------- --- - -- -- HYDMANT T PARCEL ID NO. 04-26-21-0000-00100-0080 ZONING: OPUD PARCEL ID NO. 04-26-21-0000-49900-0000 ZONING: 0PVD 0$ 20' 40' s s SCALE: 1 20' 10, (b) 52, SYM. QTY. BOTANICAL/COMMON NAME SIZE LI 14 LAGERSTROEMIA INDICA/CRAPE MYRTLE 3 TRUNK MIN. 1" CAL. PER TRUNK 6' HT. DK. PINK PE 4 PINUS ELLIOTTII/SLASH PINE 3" CAL 10' HT. X 4' SPD. PM 26 PODOCARPUS MAC ROPHYLLUS/PODOCARPUS 6' HT. X 2.5' SPD. TREE FORM QV 15 QUERCUS VIRGINIANA/LIVE OAK 3" CAL. 10' HT X 4' SPD. SP 9 SABAL PALMETTO 10' C.T. HT. UA 34 ULMUS ALATA/WINGED ELM 3" CAL. 10' HT. X 4' SPD. WR 26 WASHINGTONIA ROBUSTA/WASHINGTONIA PALM 12-14' C.T. HT. MATCHED DI 256 DIETES IRIDIOIDES/AFRICAN IRIS 1 GAL. FULL Ivs 128 ILEX VOMITORIA 'SCHILLINGS'/DWARF YAUPON HOLLY 3 GAL. 14" X 14" LC 38 LOROPETALUM CHINENSIS 'RUBRUM'/LOROPETALUM 3 GAL. 18" X 18" MC 127 MYRICA CERIFERA/WAX MYRTLE 6' HT. X 4' SPD. MC 57 MUHLENBERGIA CAPILLARIS/MUHLY GRASS 3 GAL. FULL VO 201 VIBURNUM OBOVATUM 'WALTERS'/WALTER'S VIBURNUM 3 GAL. 18- X 18" LEG 1,415 LIRIOPE 'EVERGREEN GIANT'/LIRIOPE 1 GAL. FULL SOD TBD ARGENTINE BAHIA SOD TBD ST. AUGUSTINE i 9 x us Kolw� 1 2 M, 12 W, 3 a afi �W*Til K4111 wm 101 &i VEHICULAR USE AREA = 87,416 S.F. REQUIRED INTERIOR GREEN AREA (87,416 X 10%) = 8,742 S.F. INTERIOR GREEN AREA PROVIDED = 11,449 5.F. INTERIOR TREES REQUIRED (8,742/200) = 44 INTERIOR TREES PROVIDED = 44 t-F T S"FAT TREE LEGEND 0 OAK ■ CHINA BERRY CAMPHOR CHERRY LAUREL TREE TABLE TOTAL QTY. SIZE INCHES 6 2 12 7 3 21 8 5 40 9 4 36 10 2 20 11 4 44 13 2 26 15 1 15 16 1 16 17 1 17 24 1 24 TOTAL 26 271 EXISTING NON—INVASIVE TREES TO BE REMOVED WITHIN 6' OF PUBLIC ROAD AND PROPOSED DRIVEWAY rr 0 u- U) I'— w U) (D w Z :) Z 0 < 0 2: W L) Cc: 1-- CL 0 cr fr Cc< U) W W ir CLw 0 0- w 0 U) U) uJ 5; w > cr W cc: 00 ti C) Lo N c\1 b z z < Lij -r c\j 0 < < ir 0 co < 0 2 0) co c\I Lo --� 2 c\I 0 cr (j 0 m < rL (L r-1 01559 uj of, /2018 Z.1 ST -.1, . 41 OF J It R I ON __Ise z r 0 2 z cr- LLJ 7- Q I 1%,?, . . ...... ---- ------- w ... . ........ . . ..... L ....... . .. ........... . Z cn z J w 4 . . . . ......... .. j orb v mm, �1,0 ...... .. ... w (L CL w . .. . .. ........ . N 1,0 Lli LL 4^1 ON ....................... .................................. . ------------------------- - --------------- 1� ................. ........... . ...... - - -------------------------------------------------------------- ........... --------- - ------------ 5; 0 z ............ ............... LL /-SOUTH RIGHT-OF-WAY LINE OF El L A . N .. D 1111. BOULEVARD S H E E T N 01 SPACING AS SHOWN 0 ON PLANS O FINISHED GRADE �j_ 3" MULCH �GROUNDCOVEK PLANT SOIL PLANTING MIXTURE GROUNDCOVER PLANTING DETAIL Oil ""' 1LCH OVER -ING AREA -ING AREA USE DETAIL ON THE SHRUB BEDS NEXT TO GRASSED AREAS LAWN/PLANTING AREA EDGE DETAIL TRIM ONLY DEAD AIN BROKEN FRONDS -DO NC CUT CENTRAL LEADE WRAP (5) LAYERS OF BURLAP 1 TRUNK AT POINT OF SUPPOF (3) 2" x 4" x 6" P. PINE WOOD CLEATS. WIRE WI - GALVANIZED METAL STRAP / SUPPORT FOR WOOD BRACEF - DO NOT NAIL BRACES TO PALM TRUA (3) 2" x 4" P. PINE WOOD BRACE 120 DEGREES APAR 1� ROOT BALL SHALL BE 1 "-2" HIGHER THAN FINISHED GRADE WHEN PLANTED. 2" x 4" x 24" PINE FOOTPP FOR SOFT SOIL CONDITIONS SUC AS SAND, BURIED 3' BELOW GRAC 4" EARTHEN WATERING RIN 3" MULCH LAYEI GRADE "/ BACKFILL WITH NATIVE SOI EXISTING SUBSOI 3" MULCH 3" EARTH FIN GRj TYPICAL SHRUB PLANTING DETAIL 'OOKER J ROOTS IF THEY ECOME ROOTBOUND FAINER D GRADE _L DO NOT APPLY MULCH FROM_ TREE PIT DETAIL 'I TH A HEIGHT OR MORE TAKED. PALMS RRICANE THE D. BE 2X 1 r-1t UIHMt I tK ur 1 r r_ ROOT BALL. NOTE: PLANT TREE SLIGHTLY ABOVE ORIGINAL GRADE TO ALLOW FOR SETTLEMENT. WATER TREE IMMEDIATELY AFTER PLANTING. DO NOT APPLY MULCT THE INNER HALF OF T BALL TO THE TRUNK 3" MU FINISH GRADE BACKFIL 2-PLY REINFORCED RUBBER 1105E 2" X 2" WOOD STAKE JUTE OR OTHER BIODEGRADABLE TWINE EARTH BERM MULTI TRUNK TREE PLANTING DETAIL NOTE: STAKE TREES ONLY AS NEEDED 3" MIN. SAUCER 3" MULCH — FINISH GRADE II, III REMOVE BURLAP FROM TOP 112 OF ROOTBALL BACKFILL 2-PLY REINFORCED RUBBER HOSE JUTE OR OTHER BIODEGRADABLE TWINE FLAGGING TAPE 2" X 2" X 24" WOODEN STAKE OR METAL DEADMAN ANCHOR BURIED / DRIVEN INTO GROUND TREE STAKING DETAIL NOTE: STAKE TREES ONLY AS NEEDED z O IL cr U U) W 0 w Q �rnaohto� O Z W'W>-U7-OZu) z Q w 2 N _ o Q N z Q C7 �N uiLo a V a o w To Q Q CC O 2 z_ cc Q U cc W Zcn W.j a W 0 N W LL 5;a J a m �m(o 0 co U p C? �t W p� � O r- W LL U) 0 _ w ,Qw 3:O CL N J U Q H w 0 w a a U N G Z s H E E T L2 N 01 PART 1 .0 GENERAL DESCRIPTION OF WORK AWARDED BIDDER SHALL PROVIDE AND INSTALL TREES, SHRUBS AND 50D IN ACCORDANCE WITH THE LANDSCAPE PLAN AND SPECIFICATIONS. 1.2 DEFINITIONS A. "FINAL ACCEPTANCE" SHALL MEAN THAT POINT IN TIME WHEN ALL REQUIREMENTS OF PROJECT DRAWINGS ARE COMPLETED, INCLUDING ANY PUNCH-L15T ITEMS, TO THE SATISFACTION OF THE CUSTOMER. THE AWARDED BIDDER SHALL BE NOTIFIED OF FINAL ACCEPTANCE BY THE CUSTOMER OR THEIR REPRESENTATIVE. B. "MAINTENANCE PERIOD" OR "WARRANTY PERIOD" SHALL BEGIN WHEN PLANT MATERIAL 15 INSTALLED AND CONTINUE FOR A TWELVE (1 2) MONTH PERIOD AFTER NOTIFICATION OF FINAL ACCEPTANCE. C. "FINAL MAINTENANCE INSPECTION" SHALL OCCUR AT THE END OF THE TWELVE (1 2) MONTH MAINTENANCE PERIOD. D. "NURSERY -GROWN" SHALL MEAN GROWN IN THE NURSERY FROM LINERS OR COLLECTED AND THEN GROWN IN A NURSERY NOT LE55 THAN 2 YEARS. E. "HEALTHY, VIGOROUS CONDITION" SHALL MEAN LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES AND STEMS, AND A TRUNK CALIPER THAT IS BIGGER, 12 MONTHS AFTER PLANTING, THAN AT PLANTING. HEALTHY, VIGOROUS PALMS HAVE NEW FRONDS DEVELOPING WITH NO NECROSIS OR CHLOR0515 AND ARE GREEN IN COLOR. SHRUBS SHALL HAVE LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES. 1.3 QUALITY ASSURANCE A. THE INSTALLATION SHALL BE BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE HORTICULTURE. ALL LANDSCAPE MATERIAL SHALL BE PROVIDED BY THE AWARDED BIDDER, AS SPECIFIED ON THE PLANS. B. PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. NAMES OF VARIETIES NOT LISTED THERE SHALL CONFORM GENERALLY WITH NAME ACCEPTED BY THE NURSERY TRADE. STOCK PROVIDED SHALL BE TRUE TO ITS BOTANICAL NAME AND LEGIBLY TAGGED. C. AWARDED BIDDER SHALL PROVIDE PHOTOGRAPHS OF PLANT MATERIAL PRIOR TO INSTALLATION. D. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. ALL PLANT MATERIAL SHALL BE "FLORIDA FANCY" OR 'IFLORIDA # I ". E. SUBSTITUTIONS SHALL NOT BE ACCEPTED AND WILL CONSTITUTE AN UNRESPONSIVE BID. F. TREES, SHRUBS AND GROUNDCOVER5: PROVIDE TREES, SHRUBS AND GROUNDCOVER5 OF QUANTITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF THE LOCAL GOVERNMENT. PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, 5UN-5CALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. G. THE CUSTOMER OR THEIR REPRESENTATIVE SHALL INSPECT FOR QUALITY A55URANCE AND APPROVE PLANT MATERIAL AT EITHER THE NURSERY OR PROJECT LOCATION, PRIOR TO INSTALLATION. H. LOCAL GOVERNMENT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. 1.4 SUBMITTALS A. AWARDED BIDDER MUST SUBMIT CERTIFICATES OF INSPECTION, ANALYSES FOR SOIL AMENDMENTS, AND LABELS FOR HERBICIDES, INSECTICIDES AND FERTILIZER MATERIALS. B. AWARDED BIDDER MUST SUBMIT THE FOLLOWING MATERIAL SAMPLES: 1. MULCH 2. TOPSOIL 3. PRE -EMERGENT HERBICIDE 4. FERTILIZER 5. PHOTOGRAPHS OF TYPICAL PLANT MATERIAL 1.5 JOB CONDITIONS A. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PROVIDE "NOTICE TO PROCEED" TO THE AWARDED BIDDER. B. AWARDED BIDDER 15 RESPONSIBLE FOR PROTECTING UTILITIES, PAVING, AND OTHER FACILITIES FROM DAMAGE DURING LANDSCAPE INSTALLATION. AWARDED BIDDER MUST NOTIFY "CALL SUNSHINE" (800-G38-4097) 48 HOURS PRIOR TO BEGINNING WORK. C. AWARDED BIDDER MUST PROTECT PLANT MATERIAL FROM DE51CCATION DURING TRANSPORT AND INSTALLATION PERIOD. IN M05T INSTANCES, THI5 MEANS DAILY IRRIGATION, D. AWARDED BIDDER MUST FAMILIARIZE THEMSELVES WITH EXISTING PROJECT CONDITIONS, E.G., UTILITIES, 501L STRATA, DRAINAGE, AND 51GHTLINE5, PRIOR TO INSTALLATION. CONFLICTS SHOULD BE ADDRESSED WITH THE CUSTOMER OR THEIR REPRESENTATIVE. E. WORK ALONG CITY, COUNTY, OR STATE RIGHT-OF-WAY MUST COMPLY WITH THE APPROPRIATE REGULATING AUTHORITY'S GUIDELINES FOR "TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OPERATIONS". AWARDED BIDDER SHALL BE RESPONSIBLE TO FILE AND OBTAIN ANY AND ALL REQUIRED AGENCY PERMITS. F. AWARDED BIDDER MUST PROVIDE TREE PROTECTION WITHIN THE SCOPE OF WORK, REFER TO LOCAL GOVERNMENT TREE ORDINANCE FOR SPECIFIC REQUIREMENTS. PART 2.0 SHIPPING * HANDLING 2.1 TRANSPORTATION A. TREE ROOT BALLS SHALL BE IRRIGATED JUST PRIOR TO SHIPPING. TREES SHALL BE SECURED IN THE TRUCK 50 AS NOT TO ROLL. DO NOT ALLOW CLOSED TRUCKS TO REMAIN STANDING IN THE SUN IN HOT WEATHER UNLESS THEY ARE AIR-CONDITIONED. B*B TREES SHALL HAVE THEIR ROOT BALLS SHRINK-WRAPPED PRIOR TO TRANSPORTING THEM FROM THE NURSERY. TREES AND SHRUBS SHALL BE SHIPPED TO THE SITE IN ENCLOSED VANS OR COVERED WITH WOVEN SHADE TARP. B. DELIVER SOD WITHIN 24 HOURS OF BEING HARVESTED, DO NOT DELIVER MORE 50D THAN CAN BE LAID WITHIN A 24 HOUR PERIOD, 2.2 UNLOADING AND HANDLING TREES WILL BE REJECTED IF THEY ARE DROPPED TO THE GROUND SUDDENLY. CONTAINER GROWN AND BOXED TREES SHALL BE LIFTED WITH A FORKLIFT UNDER THE CONTAINER OR CARRIED BY HAND BY THE LIP OF THE CONTAINER. TREES MAY BE LIFTED BY WIRE LOOPS IN51DE THE CONTAINER. TREES MAY NOT BE LIFTED BY THE TRUNK. BALLED AND BUKLAPPED TREES SHALL BE HANDLED BY THE ROOT BALL IN A MANNER THAT DOES NOT DEFORM THE SHAPE OF THE ROOT BALL. TREE5 SHALL NOT BE HANDLED BY THE TRUNK. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE IRRIGATE TREES AND SHRUBS A5 SOON A5 THEY ARRIVE AT THE PLANTING SITE, AFTER PLANT MATERIAL 15 UNLOADED FROM THE TRUCK, IT SHALL BE STOOD AND STORED IN THE ERECT POSITION AND IRRIGATED TWICE DAILY WITH 5 GALLONS PER INCH TRUNK DIAMETER OR I GALLON FOR EVERY 3 GALLONS OF CONTAINER UNTIL PLANTED. SHRINK WRAPPED B*B TREES AND PLANTS IN PLASTIC CONTAINERS SHALL BE STORED IN THE SHADE. PART 3.0 MATERIALS 3.1 PLANT MATERIALS A. NURSERY STOCK SHALL MEET THE MINIMUM DIMENSIONS FOR HEIGHT, SPREAD, CALIPER AND ROOT BALL AS DESCRIBED ON THE LANDSCAPE PLAN. ON LARGE MATURING AND MEDIUM MATURING SHADE TREES, THE TIP OF THE DOMINANT LEADER SHALL BE THE TALLEST PART OF THE TREE, TREES WITH LEADERS TOPPED OR HEADED WITHIN THE LAST YEAR SHALL BE REJECTED. B. CALIPER MEASUREMENT SHALL BE TAKEN 51X (G) INCHES ABOVE GRADE IF FOUR (4) INCHES OR LESS, TREES GREATER THAN FOUR (4) INCHES IN CALIPER SHALL BE MEASURED AT TWELVE ( 12) INCHES ABOVE GRADE. C. FIELD -GROWN TREE5 AND PALMS SHALL BE NURSERY -GROWN AND HARDENED OFF (PRE -DUG) FOR A MINIMUM OF SIX (G) WEEKS PRIOR TO DELIVERY TO JOB SITE. CONTAINER GROWN TREES SHALL BE NURSERY -GROWN. D. TREES MUST BE HEALTHY, VIGOROUS AND FULL WITH GOOD BRANCH DISTRIBUTION. TREES WITH BARK INCLUDED WITHIN MAJOR BRANCH UNIONS WILL NOT BE ACCEPTED, E. ROOT BALLS OF FIELD -GROWN TREES MUST BE INTACT AND PROTECTED FROM DESICCATION WITH BLACK PLASTIC WRAP. CONTAINER TREES MUST HAVE THE CONTAINER ON THE ROOT BALL OR THE ROOT BALL MUST BE APPROPRIATELY PROTECTED FROM DESICCATION. TREES WITH ROOT BALLS THAT HAVE BOUND OR GIRDLED ROOTS SHALL BE REJECTED. THREES WITH SYNTHETIC BURLAP WILL NOT BE ACCEPTED. F. THE TIP OF THE FIRST MAJOR ROOT ORIGINATING FROM THE TRUNK MUST BE WITHIN ONE INCH OF THE TIP OF THE ROOT BALL. IF THE FIRST ROOT 15 DEEPER THAN THIS, THE TREE WILL BE REJECTED. G. CONTAINER TREE5 SHOULD HAVE FEW, IF ANY, ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. H. TREES MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. SHRUBS A. PROVIDE SHRUBS AT THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN. ALL SHRUBS MUST BE HEALTHY AND VIGOROUS WITH GOOD BRANCH DISTRIBUTION. B. CONTAINER GROWN SHRUBS SHALL HAVE NO CIRCLING ROOTS AND FEW, IF ANY ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. C. SHRUBS MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. GROUND COVER A. PROVIDE PLANTS ESTABLISHED AND WELL ROOTED IN CONTAINERS TO THE MINIMUM HEIGHT AND SPREAD L15TED ON THE LANDSCAPE PLAN. SOD A. PROVIDED STRONGLY ROOTED SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES HAVING BEEN CUT TO A MOWING HEIGHT OF ONE (1) INCH OR LE55 PRIOR TO LIFTING FROM THE FIELD. AND MACHINE CUT TO PAD THICKNESS OF 3/4 INCH, EXCLUDING TOP GROWTH AND THATCH. PROVIDE SOD ONLY CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). IT SHALL BE NURSERY GROWN AND PLANTED IN LOCATIONS AS DELINEATED ON THE LANDSCAPE PLANS. B. PROVIDE SOD OF UNIFORM FAD SIZES WITH MAXIMUM 5% DEVIATION IN EITHER LENGTH OR WIDTH. BROKEN PADS OR PADS WITH UNEVEN ENDS WILL NOT BE ACCEPTED. SOD FADS INCAPABLE OF SUPPORTING THEIR OWN WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP ON UPPER 1 Oho OF FAD WILL BE REJECTED. 3.2 ACCESSORY MATERIALS A. REFER TO THE DRAWINGS AND OTHER PARTS OF SPECIFICATIONS FOR ACCESSORIES SPECIFICALLY USED ON TH15 PROJECT. B. BACKFILL SOIL SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL. NO 501L AMENDMENTS ARE NECESSARY. SOIL IN SIDEWALK CUT OUTS, PARKING LOT ISLANDS, AND OTHER SMALL SPACES TO BE REPLACED WITH NATIVE TOP501L TO IMPROVE CONDITIONS. ALL CONSTRUCTION DEBRIS, ROCKS, 5TICK5, LIMEROCK, SHELL, ECT, ARE TO BE REMOVED FROM THE ENTIRE PLANTING AREA. C. FERTILIZER SHALL BE COMPLETE WITH APPROXIMATELY THE FOLLOWING RATIO: 3N- I P-3K (+MG FOR PALMS ONLY) D. MULCH SHALL BE DERIVED FROM AN EXOTIC INVADER TREE SPECIES, E.G. MELALEUCA, AND SHALL BE CLEAN AND FREE FROM WEEDS AND OTHER DEBRIS. ALTERNATIVE PRODUCTS, E.G., EUCALYPTUS OR PINE BARK OR STRAW MAY BE CONSIDERED. BALD CYPRESS MULCH WILL NOT BE ACCEPTED. E. PRE -EMERGENT HERBICIDE: APPLY GRANULAR CHIFCO "RON5TAK" OR APPROVED EQUAL AT LABEL RATE. F. TREES SHALL BE SECURED USING THREE-QUARTER (3/4) INCH ELASTIC GUYS (3). G. PALMS SHALL BE BRACED AS SHOWN. NO NAILS, SCREWS OR OTHER SECURING DEVICES MAY BE DRIVEN INTO THE TRUNK. PART 4.0 EXECUTION 4.1 GENERAL A. AWARDED BIDDER SHALL PROVIDE AND INSTALL ALL TREES, PALMS, SHRUBS AND GKOUNDCOVERS IN THE QUANTITIES AND DIMENSIONS INDICATED ON THE LANDSCAPE PLAN. B. COMMENCEMENT OF WORK: VVOF K UNDER THIS AWARDED BID SHALL BE COMPLETED IN AN ORDERLY, BUSINESS -LIKE FASHION. ONCE WORK HAS BEGUN, IT SHALL CONTINUE ON CONSECUTIVE WORKING DAYS UNTIL IT HAS BEEN COMPLETED SUNDAYS, SATURDAYS, HOLIDAYS AND STOPPAGES DUE TO INCLEMENT WEATHER DELAYS OR CAUSED BY THE CUSTOMER SHALL BE EXCLUDED. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. ALL LANDSCAPE MATERIAL 15 TO BE PLANTED IN ACCORDANCE TO THE LANDSCAPE PLAN AND ATTENDANT EXHIBITS. GOOD HORTICULTURAL PRACTICES MUST BE OBSERVED. B. TREES AND PALMS ARE TO BE PLANTED OUT OF THE RIGHT-OF-WAY (ROW) AT A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB AT LOCATIONS IDENTIFIED ON THE LANDSCAPE PLAN. ALL SHRUBS ARE TO BE A MINIMUM OF TWO AND ONE HALF (2.5) FEET FROM BACK OF CURB AS SHOWN ON LANDSCAPE PLAN. AWARDED BIDDER SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD, UPON APPROVAL BY THE CUSTOMER, THESE AREAS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE AND MAINTAINED WEED -FREE FOR THE DURATION OF THE PROJECT. C. EXCAVATE PLANTING HOLES WITH VERTICAL SIDES. DO NOT DISTURB SOIL AT BOTTOM OF PLANTING HOLES. MAKE EXCAVATIONS TWICE AS WIDE AS THE ROOT BALL DIAMETER AND SLIGHTLY LE55 (TWO INCHES) THAN THE D15TANCE BETWEEN THE TOP -MOST ROOT IN THE ROOT BALL AND THE BOTTOM OF THE ROOT BALL. ALTERNATIVELY. EXCAVATE THE HOLE SLIGHTLY WIDER THAN THE ROOT BALL AND PLACE THE ROOT BALL IN THE HOLE 50 THE TOF-MOST ROOT 15 EVEN WITH OR SLIGHTLY (TWO INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE. THEN, LOOSEN THE SURROUNDING 501L OUT TO A DIAMETER EQUAL TO TWICE THE DIAMETER OF THE ROOT BALL. FINALLY, PUSH THE LOOSENED 501L TOWARD THE ROOT BALL TO FILL THE HOLE. IF WATER FILLS THE BOTTOM OF THE PLANTING HOLE, ADD 501L TO THE BOTTOM OF THE HOLE UNTIL THE WATER 15 COVERED. PACK THE ADDED SOIL FIRMLY. PLACE THE ROOT BALL ON THI5 PACKED, SOLID SOIL, NOT IN WATER. NO PART OF THE ROOT BALL SHALL BE PLACED IN WATER. IF NECESSARY, BRING IN SOIL 51MILAR TO SITE SOIL TO COVER THE SIDES OF THE ROOT BALL, CREATING A RAISED MOUND. THE BASE OF THE MOUND (I.E. THE OUTER DIAMETER CREATED) SHALL BE AT LEAST 51X TIMES THE DIAMETER OF THE ROOT BALL. WHEN PLANTING ON A SLOPE, THE TOP -MOST MAIN ROOT IN THE ROOT BALL SHALL BE EVEN WITH THE GRADE ON THE UPHILL SIDE OF THE TREE, 51TE SOIL WILL NEED TO BE ADDED ON THE DOWNHILL 51DE TO COVER THE SIDES OF THE ROOT BALL AND TO CONSTRUCT THE 501L BERM TO HOLD WATER. THE AMOUNT OF 501L ADDED ON THE DOWNHILL 51DE WILL DEPEND ON THE SLOPE AND SIZE OF THE ROOT BALL. D. REMOVE ALL WOOD, PLASTIC, OR GKO-BAGS FROM THE ROOT BALL. SET PLANTS IN CENTER OF HOLES WITH THE TOP -MOST ROOT IN THE ROOT BALL AT THE SAME HEIGHT OR SLIGHTLY HIGHER (2 INCHES) THAN FINISHED LANDSCAPE GRADES AND PLUMB TREES SO THE TRUNK IS VERTICAL. BACKFILL FIELD SOIL AROUND SIDES OF ROOT MASS AND WORK EACH LAYER TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED, PROVIDE APPROXIMATELY 5 GALLONS OF WATER PER INCH OF TRUNK CALIPER OR I GALLON PER 3 GALLONS OF CONTAINER TO THE ROOT BALL ONCE ALL BACKFILL 15 FILLED IN AROUND THE ROOT BALL. E. PROVIDE A 2-3" HIGH 501L BERM AROUND THE EDGE OF TREE ROOT BALLS TO FROM A SHALLOW SAUCER TO COLLECT WATER. THE WATERING SAUCER, REGARDLESS OF HOLE SIZE, IS TO BE AT EDGE OF ROOT BALL. ALTERNATIVELY, COBRA EDGING IS TO BE INSTALLED AT THE EDGE OF THE ROOT BALL. F. BROADCAST OVER THE ROOT BALL AND BACK FILL SOIL, AT THE RECOMMENDED RATE, A BROAD-SPECTRUM PRE -EMERGENT HERBICIDE PRIOR TO MULCHING. G. APPLY A CONTROLLED -RELEASE FERTILIZER TO THE SOIL SURFACE UNDER THE MULCH AT I LB. NITROGEN PER 1 000 FT2, PRIOR TO MULCHING. NO OTHER AMENDMENTS ARE NECESSARY. H. ON TREES UP TO 4" CALIPER, APPLY A THREE (3) INCH LAYER OF MULCH TO AN EIGHT (8) FOOT DIAMETER CIRCULAR AREA AROUND THE TRUNK. ON LARGER CALIPER TREES, APPLY A TWO (2) FOOT DIAMETER MULCH AREA FOR EACH INCH OF TRUNK CALIPER. NO MULCH SHALL BE APPLIED TO THE INNER HALF OF THE ROOT BALL SURFACE. ALL OTHER PLANTING BEDS ARE TO HAVE A MINIMUM OF 3" OF MULCH. I. TREES AND PALMS ARE TO BE SECURED BY AWARDED BIDDER. GROUNDCOVEK A. SPACE GROUND COVER PLANTS AS INDICATED ON THE LANDSCAPE PLAN, B. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING ROOTS AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS WITH WET SOILS. C. MULCH AREA BETWEEN GROUND COVER PLANTS, PLACE NO LESS THAN 3" OF MULCH. GENERAL A. A REPRESENTATIVE WILL INSPECT ALL LANDSCAPE MATERIAL DURING INSTALLATION. MATERIAL THAT IS IN SHOCK OR HAS BEEN DAMAGED DURING INSTALLATION SHALL BE REPLACED BY AWARDED BIDDER WITHIN FIVE (5) WORKING DAYS FROM NOTIFICATION. B. REMOVE FROM WORK SITE ALL EXCESS MATERIALS (E.G.. SOIL, DEBRIS AND EQUIPMENT) DAILY THROUGH DURATION OF PROJECT. DAMAGES RESULTING FROM INSTALLATION SHALL BE REPAIRED BY AWARDED BIDDER, C. PRUNING: IF THERE IS A DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY THE ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINTS AWAY FROM THE TREE AND IS AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER, REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. D. REMOVE ALL STRING OR WIRE WRAPPED AROUND TREE TRUNKS. REMOVE ALL STRAPS, ROPE AND STRING USED TO LIFT THE ROOT BALL. REMOVE ALL BURLAP AND WIRE FROM THE TOP OF THE ROOT BALL. 4.3 ACCEPTANCE A. INSPECTION TO DETERMINE ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE CUSTOMER REPRESENTATIVE UPON AWARDED BIDDERS REQUEST. PROVIDE NOTIFICATION A MINIMUM OF FIVE (5) WORKING DAYS BEFORE REQUESTED INSPECTION DATE. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL REQUIREMENT, INCLUDING MAINTENANCE, HAVE BEEN SATISFIED AND PLANT MATERIALS ARE HEALTHY AND IN VIGOROUS CONDITION. B. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PREPARE A "PUNCH LIST" OF TH05E ITEMS, WHICH MUST BE CORRECTED BEFORE RE -INSPECTION FOR FINAL ACCEPTANCE. THE REPRESENTATIVE WILL DETERMINE AN APPROPRIATE TIME PERIOD FOR CORRECTIONS. AWARDED BIDDER MUST REQUEST RE -INSPECTION TWO (2) WORKING DAYS IN ADVANCE. 4.4 MAINTENANCE A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE AND FOR A MAINTENANCE AND WARRANTY PERIOD OF TWELVE ( 12) MONTHS AFTER FINAL ACCEPTANCE. B. MAINTENANCE SHALL INCLUDE BUT IS NOT LIMITED TO PRUNING, CULTIVATION, MOWING, WEEDING, FERTILIZING, WATERING, AND APPLICATION OF APPROPRIATE PESTICIDES NECESSARY TO MAINTAIN PLANTS IN HEALTHY CONDITION. 1.) RESET SETTLED PLANTS TO PROPER GRADE AND POSITION, 2.) RESTORE SOIL BERM AND MULCH LAYER. 3.) TIGHTEN AND REPAIR ELASTIC GUYS OR OTHER SUPPORTS 4.) CORRECT DEFECTIVE WORK. 5.) REMOVE AND REPLACE REJECTED MATERIAL WITHIN ONE (1) WORKING DAY FROM NOTIFICATION, G.) MAINTAIN MULCH SURFACE WEED -FREE. C. ALL PALMS ARE TO BE PRUNED TO REMOVE DEAD FRONDS, AND FRONDS WITH A PETIOLE THAT DROOPS BELOW HORIZONTAL. DEAD FRONDS ARE THOSE WITH LESS THAN 50% GREEN TISSUE. ONLY TH05E FROND5 WITH PETIOLES DROOPING BELOW HORIZONTAL (9:00-3:00 O'CLOCK) SHOULD BE REMOVED. ALL SEEDPODS ARE AL50 TO BE REMOVED INCLUDING TH05E ORIGINATING AMONG REMAINING FRONDS. D. THE CONTRACTOR 15 ENTIRELY RESPONSIBLE FOR THE IRRIGATION THROUGH FINAL ACCEPTANCE AND TWELVE- (1 2) MONTH WARRANTY PERIOD. E. UPON SATISFACTORY COMPLETION OF MAINTENANCE PERIOD AS DETERMINED BY FINAL MAINTENANCE INSPECTION, THE CLIENT OR AN APPOINTED LANDSCAPE MAINTENANCE COMPANY WILL ASSUME MAINTENANCE RESPONSIBILITIES. F. ALL STAKES, SUPPORTS, AND ASSOCIATED HARDWARE SHALL BE REMOVED 12 MONTHS AFTER PLANTING, NOTES ON IRRIGATION 1. DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION, ESTABLISHMENT TAKES 3 TO 4 MONTHS PER INCH TRUNK CALIPER. 2. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. TO ONE OR TWICE EACH WEEK) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. 3. AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL. APPLY IT IN A MANNER SO ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL IS WET/SATURATED ON THE IRRIGATION DAY. 4. TREES TAKE MUCH LONGER TO ESTABLISH THAT 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN DROUGHT THE FOLLOWING SUMMER. r� m z 0 d rr 0 w a e�l mw>_w_ozw z w = N co Q Q z T v (0Q zvg Cc,)) Lo -N ui0 U o a a J 4`A��1�ft %ti 46 y rn 2018 ATE ION z Q _ LJJ z_ rr Q U cc ui Zcn W U= J � a >- Q W WN �LL IJ - a u. cM H CD D co co O Q U p c? o Oco w".- cr w j < Lu z 3: Q N J U N W F 0 Z W a Q cn 0 Z S H E E T L3 N O N SYM. SHRUB SPRAY ZONES, lc� POPUP WITH CHECK VALVE AND SHRUB RISER AS NECESSARY 1!2 PARCEL ID NO. 04-26-21-0000-00100-0080 ZONING.- OPUD ........ ........ ........ ........ ........ .... I TURF SPRAY ZOES, 6" POPUP WITH CHECK VALVE 333.89'(D) 7" S89*51'53"E La N89*40'29"E 333.63'(F) L — — — — '94111 1 (t. I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 20' 40' Ill tkld*l 141 It I 1 1*1 1 11 1 t 1 1+ 1 Ikidl It'l I'kl 1*1 I'll tl 1+1 I'kl lid It 'k T'qs + ADJUSTABLE FLON BUBBLER, 1/2" FIPT, 0* STAINLESS STEEL SCREW ADJUSTMENT -- — — — — — — — — s 40" I SCALE: 1 20' . ... . .. . . .............. d L —* --*- —*— v 0 -F 7,52 ... .. ... . - LANDSCAPE DRIPDERLINE ZONES WITH .6 GPH EMITTERS AT 12" O.C. WITH CHECK VALVE, PRESSURE COMPENSATION, 14.7 PSI MIN. cq TO 50 PSI MAX. DRIPPERLINE LATERALS SPACED AT 18" APART, z CQ EE9 + WITH EMITTERS CFFSET IN TRIANGULAR PATTERN Z z ELECTROMECHANI'.*AL CONTROLLER, 20 STATIONS, OUTDOOR MODEL 7 Fc� WITH METAL CAB NET J < ............ RAIN SENSOR, WITH CONDUIT INSTALLATION, MOUNT IN AREA s. L NOT UNDER ROOF OVERHANG WATER METER AI\ D BACKFLOW PREVENTER We' SIZED TO ACCOM AODATE GREATEST GMP/PRESSURE REQUIREMENTS ;?4 IM] > . ... . < OF THE IRRIGATION SYSTEM Q C4 V S-2 CONTRACTOR TO COORDINATE .01 1� I I RUA,, 98,0,0, '�j CONTROLLER LOCATION WITH I v t OWNER, ARCHITECT , AND �N POWER VAUl- r ELECTRICIAN (TO PROVIDE V -4o — — — — — — FEED TO T SI tp • P.,CONTELECTRICROLLER); FINAL LOCATION [JFTA S" OF CONTROLLER SHALL BE "��n . ......... 6 Ci-WN . .......... VERIFIED WITH THE OWNER AND THE CONTRACTOR PRIOR TO L — — — — — — — — — — ---- — — — — — — .... . .. ...... PAVEMENT AND BUILDING WORK S 9*33'21" 'w . ........ -------- 4 3 Y4 Q 15' 1 . q. .... \\\N\ .............. . z --=-- .......... --j L EA�,,F,,IMENT -D, A, ',4AGE IF A ------------- ------------- PARCEL ID NO. 04-26-21-0000-49900-0000 ZONING: OPUD Z>UUIH LINt V.iNt `✓t 1/4 CP TRE SE 1/4 SECTION 4-26-21 . ........ ........ NOTE: NOT FOR CONSTRUCTION. THESE PLANS ARE FOR PERMITTING ONLY. IRRIGATION CONTRACTOR TO PROVIDE FINAL DESIGN, SIZE PIPE, PROVIDE CONTROLLER LOCATIONS, IRRIGATION ZONES AND SPECIFY MATERIALS. s H E E T N 0 a. M 0 1= -.4 cr. w Z w U .j L) Lu N Uj LL 20 L) U. 7wo z Q 0 2 w z cc w C) w X: U (1) z 0 0 /e-SOUTH RIGHT-OF-WAY LINE OF EILAND BOULEVARD .... ........ ....... - ................... . ....... V IE 1 7) REFER TO VALVE DESIGNATION SYMBOLS FOR CONTROLLER, STATION NUMBER AND i } THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE EXPECTED TO MAKE DESIGNED FLOW RATE FOR EACH REMOTE CONTROL VALVE. TH05E MODIFICATIONS IN THE FIELD TO REACT TO ACTUAL FIELD CONDITIONS, WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. 1 8) ALL 24 VOLT CONTROL CABLE TO BE UL LISTED, SINGLE STRAND, TYPE OF GOO VOLT CONTROL CABLE. 51ZE AND COLOR AS FOLLOWS: a) COMMON WIRES - 51ZE AWG # 14 OR LARGER AND WHITE IN COLOR. 3) MATERIALS AND EQUIPMENT OF EQUAL TO OR BETTER THAN MAY BE SUBSTITUTED b) HOT WIRES - SIZE AWG # I G OR LARGER AND RED IN COLOR. PROVIDED THE RECOMMENDED MANUFACTURERS SPECIFICATIONS ARE MET FOR QUALITY, c) SPARE WIRES - 51ZE AWG # I G OR LARGER AND BLUE IN COLOR, PERFORMANCE, INSTALLATION AND WARRANTY, ETC. PROVIDED THE DE51GN INTENT OF THE IRRIGATION PLANS REMAIN IN FULL COMPLIANCE WITH THE AFOREMENTIONED FLORIDA 1 9) ALL SPLICES TO THE 24 VOLT CONTROL WIRING SHALL BE MADE WITH KING TECHNOLOGY IRRIGATION SOCIETY STANDARDS AND SPECIFICATIONS. (KING G) 51LICONE-FILLED SAFETY CONNECTORS. 20) ALL CONTROL VALVE WIRES SHALL BE BUNDLED AND TAPED TOGETHER AT 20' INTERVALS 4) ALL WORK SHALL CONFORM TO ALL APPLICABLE REGULATIONS AND CODES FOR THE AND PLACED ALONG THE 51DE OF THE MAINLINE PIPE. LOCATION OF THE WORK. CONTRACTOR SHALL OBTAIN ALL NECE55ARY PERMITS AND INSPECTIONS IN ORDER TO COMPLETE THE WORK. 2 1) ALL POP-UP SPRINKLER HEADS SHALL BE INSTALLED LEVEL AND FLUSH TO GRADE. MOUNT ALL SPRINKLERS ON FLEXIBLE CONNECTIONS AS FOLLOWS: 5) DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN a) 1 /2" INLET SPRAY HEADS: 1 8" OF HEAVY WALL PVC IP5 M05E IT 15 OBVIOUS IN THE FIELD THAT CONDITIONS EX15T THAT MIGHT NOT HAVE BEEN b) 3/4" INLET ROTOR HEADS: 18" OF HEAVY WALL PVC IP5 M05E CONSIDERED IN THE DE51GN PROCESS, FOR EXAMPLE: OBSTRUCTIONS, GRADE DIFFERENCES, WATER LEVELS, DIMENSIONAL DIFFERENCES, ETC. REFER TO THE LANDSCAPE 22) LOCATION OF ALL SPRINKLER HEADS SHALL BE 51TE ADJUSTED TO MINIMIZE WATER PLAN TO AVOID CONFLICTS WITH PROPOSED TREES AND SHRUBS. OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. G) PIPING MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS: I.E. UNDER BUILDINGS OR PAVEMENT, OUTSIDE OF PROPERTY LINES, IN LAKES OR DITCHES, ETC. TH15 23) THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS 15 DONE FOR GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING 15 TO BE INSTALLED IN CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE OPEN, "GREEN" AREAS. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE WRITTEN SPECIFICATIONS. SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, LANDSCAPE AREAS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST CLARIFICATION.. 7) IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY "RIGHT OF WAY" USE PERMITS. 24) THE IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR INSTALLING ALL LOW VOLTAGE WIRING FROM THE CONTROL VALVE TO THE IRRIGATION CONTROLLER, IF SPARE WIRES ARE NOT 8) MAINLINE SHALL BE INSTALLED WITH A MINIMUM OF 18" DEPTH OF COVER. AVAILABLE. 9) LATERAL LINES ARE TO BE INSTALLED WITH A MINIMUM OF 1 2" DEPTH OF COVER. 25) THE IRRIGATION CONTRACTOR IS TO INSPECT, EVALUATE, AND REPAIR ANY DEFAULTS IN THE 10) ALL WORK SHALL BE CLOSELY COORDINATED WITH THAT OF OTHER TRADES, IN ORDER TO EXISTING IRRIGATION SYSTEM AND ITS EQUIPMENT IF APPLICABLE PER SCOPE OF PROJECT. AVOID POTENTIAL CONFLICTS. REFER TO LANDSCAPE AND UTILITIES PLAN WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDERGROUND UTILITIES. 2G) CONTROLLER(5) SHALL BE DIRECTLY WIRED TO THE HOUSE CIRCUIT OF 1 10 / 120 VOLTS. 1 1) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULLY 27) EXACT CONTROLLER LOCATION(5) 511ALL BE COORDINATED WITH AN OWNER'S GUARANTEED 5Y5TEM SHALL BE CONSIDERED PART OF THE WORK WHETHER OR NOT SUCH REPRESENTATIVE PRIOR TO INSTALLATION. UNLESS OTHERWISE STATED, THE OWNER SHALL ITEMS ARE SPECIFICALLY INDICATED IN THESE DOCUMENTS. PROVIDE I 10 VOLT POWER TO THE CONTROLLER LOCATION(5). THE IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR THE CONNECTION FROM THE POWER SOURCE TO THE 1 2) THE CONTRACTOR SHALL PREPARE AN A5-13UILT DRAWING ON A REPRODUCIBLE MEDIA CONTROLLER(5). (MYLAR OR SEPIA) SHOWING ALL IRRIGATION INSTALLATION. A MYLA , OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE, THE 26) INSTALL A SEPARATE TE/ 120VAC- 15A I SURGE ARRESTER TO THE INCOMING (I 10 VOLT) DRAWING SHALL LOCATE ALL MAIN LINE AND VALVES BY SHOWING EXACT MEASUREMENTS POWER SUPPLY TO EACH CONTROLLER. PROPERLY GROUND EACH CONTROLLER TO A 5/8" X FROM HARD SURFACES. WIRE DIRECTION SHALL BE INDICATED. & COPPER CLAD GROUND ROD WITH AWG #G BARE SOLID COPPER WIRE. A PROPER GROUND SHOULD HAVE 10 OHMS OR LESS RESISTANCE TO EARTH. USE OF MULTIPLE 1 3) ALL HEADS SHALL BE THE PROPER TYPE FOR THE AREAS WHERE LOCATED AND SHALL BE GROUND RODS MAY BE NECESSARY TO ACHIEVE THE DE5IRED RESISTANCE READING. INSTALLED, PLUMBED, AND TO THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FROM ALL HAKD5CAPING 29) THE RAIN SHUTOFF DEVICE SHALL BE INSTALLED TO MEET LOCAL CODES AND/OR MINIMUM TO MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. MANUFACTURER'S RECOMMENDATIONS. OBSTRUCTIONS, VANDALISM AND EASE OF SERVICE SHALL BE CONSIDERED IN LOCATING THE DEVICE. ALL WIRING BETWEEN THE RAIN 14) CONTROL WIRING SHALL BE ROUTED WITH THE MAINLINE WHEREVER POSSIBLE. SWITCH AND THE IRRIGATION CONTROLLER SHALL BE ENCLOSED IN 112" PVC ELECTRICAL LOW -VOLTAGE WIRING 511ALL BE UFC# 14PVC JACKETED, SINGLE CONDUCTOR CABLE, USE CONDUIT. RED WIRES FOR "HOT" AND WHITE FOR VALVES, COMMON WIRES SHALL BE INSTALLED WITH ADEQUATE SLACK AND 5URGE/EXPAN51ON LOOPS; AND SHALL BE SPLICED ONLY IN VALVE 30) CONTRACTOR AGREES TO A55UME COMPLETE RESPONSIBILITY FOR THE JOB 51TE BOXES U51NG SPEARS "DRIPLINE" WIRE CONNECTORS AND SEALANT. CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THESE REQUIREMENTS SHALL APPLY 1 5) UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE PVC 5CMEDULE 40 AND TWO (2) CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONTRACTOR NOMINAL SIZES LARGER THAN THE PIPE TO BE SLEEVED. FOR EXAMPLE: THE SLEEVE FOR A 2" AGREES TO DEFEND, INDEMNIFY, AND HOLD OWNER AND DE51GN PROFE5510NAL HARMLESS PIPE SMALL BE 4". NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 2". FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF I G) WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS AND/OR OUT OF HIGH TRAFFIC DE51GN PROFESSIONAL, AREAS. ALL VALVES, FLUSH VALVES AND WIRE SPLICES SHALL BE INSTALLED IN CARSON STRUCTURAL FOAM "PLASTIC" VALVE BOXES WITH "PURPLE" LIDS AS FOLLOWS: 3 1) ANY OTHER EQUIPMENT REQUIRED THAT 15 NOT OTHERWISE DETAILED OR SPECIFIED SHALL a) REMOTE CONTROL VALVES: # 141 9B-1 2 STD. RECT. BOX BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. b) ISOLATION GATE VALVES: #9 10-1 2, 10" ROUND PIT c) WIRE SPLICES: #910- 1 2, 10" ROUND PIT DRIPLINE NOTES I . INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH, TYPICAL SPACING FOR DRIP TUBING 15 18" TO 24" ON CENTER. SPACING TO BE DETERMINED BY PLANT LAYOUT. REFER TO LANDSCAPE PLAN, ANCHOR TUBING EVERY I O' WITH 1 2" LONG PLASTIC TUBING STAKES. INSTALL FLUSH VALVE ASSEMBLIES AT ALL TUBING "DEAD ENDS". INSTALL AIR/VACUUM RELIEF VALVES AT "HIGH POINTS" OF EVERY SECTION. 2. GRID LAYOUT SHALL BE USED ON THI5 PROJECT. USE CENTER GRID LAYOUT WHERE POSSIBLE. 3. WHEN 5LEEVING DRIPLINE, USE BLANK DRIPLINE IN SLEEVE. SLEEVE SHALL BE 2X DRIPLINE DIAMETER. NO EMITTER DRIPLINE SHALL BE PLACED IN SLEEVE. 4. THE LENGTH OF ANY DRIPLINE TECHUNE CV LATERAL SHALL NOT BE LONGER THAN: 1 2" EMITTERS @ 0.9 GPM a) @ 15 PSI = G5 FEET b) @ 25 P51 = 194 FEET c) @ 35 P51 = 244 FEET ci) @ 45 PSI = 260 FEET LATERAL DISTANCE DOUBLED WHEN CENTER FEED LAYOUT USED (SEE CENTER FEED LAYOUT DETAIL. 5. MANUAL FLUSH VALVE SHALL BE USED * PLACED WITH A G" X G" SUMP. VALVES SHALL BE OPENED EVERY WATERING DAY FOR 2 WEEKS AND THEN A MINIMUM OF 2 TIMES A YEAR TO CLEAR DRIPLINE OF DEBRIS. G. AIR/VACUUM RELIEF SHALL BE INSTALLED WHEN THE CHANGE IN SLOPE OCCURS 3% OR GREATER, 7. STAPLES SHALL BE USED AT 3' O.C. AND 2 STAPLES 'X'ED OVER EACH OTHER WITH ANY CHANGE IN DIRECTION, ELBOWS, OR CROSSES. 8. SUPPLY, EXHAUST HEADERS AND DRIPLINE SHALL NE PLACED 2"- 4" FROM PLANTS AND PAVEMENT EDGE5. 9, BLANK DRIPLINE SHALL BE USED FOR ALL SUPPLY AND EXHAUST HEADERS; UNLESS OTHERWISE NOTED ON PLANS. 10. PRIOR TO COVERING DRIPLINE, DRIPLINE CIRCUIT WILL BE PRESSURIZED AND TESTED FOR PROPER OPERATION. 1 1. DRIPLINE LATERALS SHALL BE LAID IN THE LONGEST RUN, WHETHER IT BE THE WIDTH OR LENGTH OF THE ZONE. 12. WHEN UTILIZING THE 2 WIRE CONTROLLER MODULE SYSTEM, MODULES SHALL BE PLACED WITHIN A VALVE BOX. USE 14 GAUGE ELECTRICAL WIRE f- WATERPROOF ALL CONNECTIONS. CONTRACTOR SHALL INSURE MODULE CONTROL WIRES ARE NOT LONGER THAN MANUFACTURER SPECIFICATIONS. LINE FLUSHING VALVE PLUMBED TO PVC START CONNECTION MALE ADAPTER PVC OR POLY EXHAUST HEADER SUPPLY HEADER REMOTE CONTROL VALVE WITH DI5C FILTER AND PRV AREA PERIMETER BLANK TUBING (CENTERED ON MOUND OR BERM) TUBING LATERAL (OPTIONAL) AIR/VACUUM RELIEF VALVE PERIMETER LATERALS 2" TO 4" FROM EDGE CENTEIz FEED LAYOUT DE`: AIL - NO 3CA F_ ¢. ti r _ : I`JD5 AND 5TAJ'L 5-:10 UP roll R -;.Vf. PC1, eu 1 r : D •�1P� uR-'.,1EP � _ r-.:_or•✓ ;� � FIPn.`.eAc trtPENC= r JT TO `_`UP, 11P_-40' 20'— 4 4T tAi FFf 3 RFMOTe CONTROL VALvE QrT=FFRCCF CCrJ r r K: Z L 6 © s,„ 50 T.O.E. 91M E. 7 "A �ff O `l PFVF N R FIP,; 5T:1B UP 5C g ROUGH IN 5LEEVING DETAIL NO SCALE tO F'VC SUP UNIONS GLOBE VALVE=I�aF,�;�•- f- NO SCALE F EXTERIOR''AALL (FF NOTE) TREE BUBBLER MODEL PRO.;-06 5F €tA __A.D 1`P TY :C�" OPTIONiP:S`ALLLC' 2 MCDEL RAIN-C:-Ir:. nNr_s .I+ T rIJ JTER PPO F> RUN LEAD WIRES IN 5f',L-G 3G OCONDUIT TO CONTROLLER BUBBLER. MA.RLEX,5TRi=f�T LBC^f✓i': No. MOUNT ON ANY 5UP ACL CI'ECr. VALVE: ,,VH` KF IT WILL BE EXP05ff) [ATER,AL r F ELL TO UNC55TRUC;TED RP•IN°ALL, BUT NOT IN PATH OF Seri 80 N PPLe SFFJN<LER SPRAY. A. eF,°•.L P;P F FINiOh GRADE \ RAIN-CU K 5Cr; 40 THPL-ADED � ( �I\J NO SCALE COUPLER SPRAY HEAD PRO FLE;t S`aVi"dG JOINT; liUINTFR'PRO -FLEr" TUBING NO SCALE ii55L-050 E,501,•JS (2)..AL50 h 1f•RLEX STRLET ELB C)V,' (1 ) LATERAL. n_E OR ELL. 1. CONfFIC'L:_ER. SEE iKFllGP,T!ON 5C. ULF FOR l! LATERAL PIPE 'Ji r 13FP-. Of 71 o.� _.EC Uc.F TO \A/A ILL ,VIM: BUBBLER F•:PP O!"KATf NO SCALE 2. 1/2CGNDULtT V) CCrJD'jl- FOR. EL`CEKICAL o FEAND NATIONAL tLFLCI sg"- 64" 3 O 0" ROUND VALVE BOX 3 SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS O c COPPER C f aD GROUND :ROD 1! CONDUIT � R.A FfvSCR 'I;ec 4 5 50 UI1N10 OF I_E55 SECURE. 10'Ai/ ,t L V,'i1 pi PFP'r GPFJA.TE PIPE Cis P,?PS 2 4 0 CONNECTION 4CUM)LIT 'OK K ' NT Cll WIRE E E F 4O #G to # 10 BARE COPPER %,VA � T` a FrRr P KIr 'E GROUNDING CONDUCTOR cl�r,'Ps P. FINIS 11D C,R,".Dt OCONDUIT TO CON FROLLER FRONT RiGMT-SIDE 5EC ION/ELL\A ON iECTIONrLLEVATIO`J 'rJC?TF=' • . • NlO J:`1 L COP. ROLLER' • CL SC:KEEN AT tYt LEVEL L CONTROL LfR 51­1ALL BE HARD WIRED TO GROUNDED i 10 c: 22(' VAC SGJRCE. • U5E OP PLUG-1"T REC.EP-"A , If PGMA`EF. CONNECTION 15 NOT PERMITTED. CONTROLLER GROUNDING CONTROLLER OUTDOOR / INDOOR MODEL GROUND FER NJ' C. EXTERIOR WALL -MOUNT CONTROLLER FINISH GF'AnF G" ROUND VALVE BO; AIR / VACL RELIEF VAI 3/4"M x 1/2" BU5HING 180 2 -W/ ADAPTER 7 BRICK 5UF (THREE) 3/4" CRUE GRAVEL 5 Techllne T AIR/VACUUM RELI EI= SFC- CUN - NO 5C:A7 ` MAINLINE REMOTE CONTROL 5CH 80 VALVE UNION FINISH VALVE BOX SEE SPECS. LINE FLUSHING VALVEETL50TLSOV TUBING BRICK SUPPORTS - (TH KEE) 3/4" GRAVEL SUMP - (I CUBIC FOOT) MANUAL LINE FLUSHING VALVE 5 E,;TION - N,; � _ REMOTE CONTROL VALVE WITH DISC FILTER AND PKV PVC OR BLANK TECHUNE CV SUPPLY HEADER START CONNECTION MALE ADAPTER TUBING LATERAL AREA PERIMETER OPTIONAL) AIK/VACUUM ELIEF VALVE (PLUMBED TO Techllne AT EACH HIGH POINT BLANK TUBING ERMj RED ON MOUND OR PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE PLUMBED TO PVC OR CV LINE FLUSHING VALVE "END FEED" LAYOUT END FEED LAYOUT DPL','L - NO KALL z O F_ a U LLI ol Q 0 DCladD h CO Li) d H N O cr W>-0—Ozw z Q w = CVco z cr o c0 < O M N Lo � -iN IliO U o E a UC101559rn � —fir- 05/21 /2018 Z x *, ATE '. a M O cr 0 0 CC w ZJ W J J � a �- 0 Q W WN U. 20 a U. IDN ki E Z Q CC 0 G z Ir W r F_ Q U C'7 �(o � co � O Q co U o c? W (� O O r- WLL GV � W z cr-, O _(o d d N J U a F_ W Q z 0 14 El