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HANDICAP SPACE DETAIL
SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS ,I ITEMS TO BE TESTED F.B.V. DENSITY L.B.R. THICKNESS ii -, COMPACTED OR H STABILIZED SUBGRADE ri MAX. SPACING MAX. SPACING MAX. SPACING MAX. SPACING LIN.FT. SQ.FT. LIN.FT. SQ.FT. LIN.FT. SQ.FT. LIN.FT. SQ.FT. 300 10,000 300 10,000 300 10,000 LIMEROCK BASE 300 10,000 300 10,000 II' SHELLROCK BASE 300 10,000 300 10,000 jl ASPHALT PER INSP. PER INSP. tj y' NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. CL PIE SWALE SECTION D-D 24'-0" 8" CONCRETE BLOCK WITH STUCCO 6" CONCRETE PAD MONOLITHIC FOOTING LATCH CEDAR GATES WITH LATCHES ELEVATION VIEW DUMPSTER DETAIL Pav't Base Subgrade Backfill For Storm Sewer To Be Uniformly Deposited and Compacted In Accordance With FDOT Standard Specifications Section 125-8.3 Latest Edition 3rade fo Be No Necessary pe For R.C.P. 1/2 Pipe Diameter For C.M.P. STORM PIPE BEDDING DETAIL 2' EXISTING ROADWAY PROPOSED ROADWAY MATERIAL BENCHING DETAIL 1 I V L/\IV I IIYV I\Vf1V vv/"%1 MATCH FINISH GRADE @ DRIVEWAY PAVEMENT. ITCH TO POSITIVELY DRAIN TOWARDS DRAINAGE STRUCTURES AND SWALES. CONIC. UNIT PAVERS, SEE LANDSCAPE ARCHITECTURAL HARDSCAPE PLANS FOR TYPE, SIZE COLOR AND LAYOUT PATTERN. 2 3/8" 1 1/2" 8" 12" > / 1 SAND SETTING BED 8" LIMEROCK OR COQUINA BASE COMPACTED SUBBASE DECORATIVE PAVER DETAIL Pav't Base Subgrade TYPE 8" FLUSH HEADER CURB Note: 1. Use 3,000 P.S.I. concrete at 28 days for construction. 8" FLUSH HEADER CURB Pav't Base 8" Limerock or Coquina Base Sulgrade 98% Modified Proctor test maximum dry density, Limerock Bearing Ratio (LBR) of at least 100 1 1/2" FDOT Type SP-12.5 Asphalt e 12" Stabilized Subgrade 98% Modified Proctor test maximum dry density, Stabilzed to a Limerock Bearing Ratio (LBR) of at least 40 TYPICAL ON -SITE PAVEMENT SECTION 16' PARKING STALL DETAIL NOTES: 1. STRIPING PER FOOT INDEX 17346, SAW CUT JOINTS ® 15' O.C. EXPANSION JOINTS ® 40' O.C. COMPACTED TO 98% 8" AX. DRY DENSITY MOD. PROCTOR 7" PORT. CEMENT CONIC. PAVT. (4000 PSI) 12" STABILIZED SUBGRADE W/ LBR 40 TYPICAL CONCRETE VEHICULAR USE AREA DETAIL N.T.S. PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO T-180 SPECIFICATIONS. NOTE: 1. SUBGRADE MATERIAL FOR CONCRETE PAVEMENT SHALL BE A MINIMUM THICKNESS OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40. 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/#10 W.W.M. pe1W!'e MonBq 181 PARKING STALL DETAIL NOTES: 1. STRIPING PER FDOT INDEX 17346. i seeps s-u. ar nw.e — 0 0 o 01" - -0 0 0 0 —� TNMNCATED DOME 0 0 0 0 PLAN VIEW All � AQn6 Aft d Shall a repeYpli° eso ww) mE"r"itli,o &vA a I WM NOTES: REFER TO FDOT INDEX 304 FOR FURTHER DETAILS CURB RAMP DETECTABLE WARNING EN Pav't \ r TYPE"D" CURB V Base �' I Subgrade NOTES: 1. Use 3,000 P.S.I. concrete at 28 days for construction. 2. Subgrade to extend an additional 6" beyond Type "D" Curb. 3. Type "D" Curb to be constructed in accordance with FDOT Index #300. TYPE "D" CURB Varies Provide 1 /8" to 1 /4" contraction /joints at 10' centers (max). Compact Subgrade to 98% of the Maximum Density as Determined by AASHTO T-99 NOTES: 1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction. 4" THICK SIDEWALK DETAIL NOTES: 1. SIDEWALK PER FDOT FY 2017-18 DESIGN STANDARDS INDEX 310. 10, N. T. S. PAINT STRIPE 6" SINGLE WHITE (TYPICAL) I I SINGLE STRIPING DETAIL PARKING BY DISABLED PERMIT ONLY NOTES: 1. STRIPING PER FOOT INDEX 17346. HANDICAP SIGN COLOR & SIZE PER FDOT WHITE NDEX 173446 seeps s-u. ar nw.e — 0 0 o 01" - -0 0 0 0 —� TNMNCATED DOME 0 0 0 0 PLAN VIEW All � AQn6 Aft d Shall a repeYpli° eso ww) mE"r"itli,o &vA a I WM NOTES: REFER TO FDOT INDEX 304 FOR FURTHER DETAILS CURB RAMP DETECTABLE WARNING EN Pav't \ r TYPE"D" CURB V Base �' I Subgrade NOTES: 1. Use 3,000 P.S.I. concrete at 28 days for construction. 2. Subgrade to extend an additional 6" beyond Type "D" Curb. 3. Type "D" Curb to be constructed in accordance with FDOT Index #300. TYPE "D" CURB Varies Provide 1 /8" to 1 /4" contraction /joints at 10' centers (max). Compact Subgrade to 98% of the Maximum Density as Determined by AASHTO T-99 NOTES: 1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction. 4" THICK SIDEWALK DETAIL NOTES: 1. SIDEWALK PER FDOT FY 2017-18 DESIGN STANDARDS INDEX 310. 10, N. T. S. PAINT STRIPE 6" SINGLE WHITE (TYPICAL) I I SINGLE STRIPING DETAIL PARKING BY DISABLED PERMIT ONLY NOTES: 1. STRIPING PER FOOT INDEX 17346. HANDICAP SIGN COLOR & SIZE PER FDOT WHITE NDEX 173446 FTP 2500 — NOTES: 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE I/\'/\�//•) BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BLUE 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. BLUE 5. SIGN PER FOOT INDEX 17355. 6. STRIPING PER FOOT INDEX 17346. HANDICAP SPACE DETAIL WHITE 1 ENGINEERS O SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 S 772-462-2455 • •www.edc-inc.com F. B.P. E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 16-240 5 OF 10 6' CHAIN LINK FENCE (BY OTHERS) GRADE M.E. ±1 6' CHAIN LINK FENCE (BY OTHERS) GRADE M.E. ± 1. BOTTOM EL. 14.10 Note: Sod all disturbed areas. DRY DETENTION SECTION A -A BOTTOM EL. 14.10 Note: Sod all disturbed areas. DRY DETENTION SECTION B-B 24" — M O LsO�Ob� PLAN VIEW NOTES: 1. REFER TO F.D.O.T. FOR ADDITIONAL INDEXES 200,201 AND 232 FOR INFORMATION. 2. TUCK FILTER FABRIC EDGE UNDER SOD TO PREVENT LOOSE ENDS. 3. SOD ALL DISTURBED AREAS AND SWALE SIDE BANKS. Steel Reticuline Grate (U.SE #6610 or Aprv'd Equal) Grate El e v. = 76.00 NAVD 18" RCP Ou tfall 6 — Inv: 13.10 NAVD 24" Construct. 3"0 Bleeder Inv: 13.10 NAVD Bottom Inv: II.10 NAVD SECTION NOTES: 1. CONSTRUCT TYPE "C" INLET PER FDOT INDEX #232. 2. DRAINFIELD ROCK SHALL BE NO. 4 COARSE AGGREGATE. MODIFIED TYPE "C11 CONTROL STRUCTURE BAFFLE (SEE DETAIL) DETENTION AREA BOTTOM = 14. 10 NAVD UNDERLAY DRAINFIELD W/ 16 MIL VISQUEEN MINIMUM CONSTRUCT 24" X 24" X 12" DEEP 1/2"-2" GRAVEL BOTTOM 11.60 NAVD 2' Overhang Type "D" Curb � E. 8" Limerock or Coquina Base 98% Modified Proctor test / maximum dry density, Limerock Bearing Ratio (LBR) of at least 100 16, Parking Stalls _L. 16.24 2.02.0%_ Center of Aisle 15, 25' RAN i Travel Aisle Travel Aisle I Backfill, Landscape or TSod as Directed by the Landscape Architect EL, 16.00 EL. 15.77 / 2.0°0 I GRADE TO .V I / M.E.±13.97 12" Stabilized Subgrade 98% Modified Proctor test 1 1/2" FDOT Type SP-12.5 Asphalt maximum dry density, Stabilzed to a Limerock Bearing Ratio (LBR) of at least 40 NOTES: 1. Typical pavement to be applied to entire parking lot and entrance driveway. 2. Use 3,000 P.S.I. concrete at 28 days for construction. 3. Subgrade to extend beyond the Type "D" Curb as shown on detail. 4. Type "D" Curb to be constructed in accordance with FDOT Index #300. 5. Type "D" Curb shown oversized in detail for clearity. PARKING LOT SECTION C-C FLOW Filter Fabric See Angle Detail 8'-5" J 6" THICK ROCK APRON 57 STONE w/ FILTER FABRIC PLAN 6" THICK ROCK APRON 57 STONE w/ FILTER FABRIC FLOW Filter Fabric SECTION TYPICAL Z ROCK APRON NOTE: 1. Seal all joints with ram-nek sealant. BAFFLE BOX DETAIL CMP Bolted to Alumin. Angle on 12" Centers 3"x3"x 114" 5/8 " Bolt Aluminum (Typ,) Angle ANGLE DETAIL ri. k3 11 4 ENGINEERS O SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY- SUITE 201 PORT SAINT LUCIE, FL 34987 T? 772-462-2455 • •www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 a r- m zZ ❑ - .m 0 p < (J w Z N Z v 0 i Q ❑ Q > ❑ w o d 5 < N o 0 ❑ a a a 111I11 BRIE yA/V����i i w = w ti 0 a J NZ LL I.f. 06 Cl) is J Z a in W g® 0 C9 Z Z O w a U a. J H N S tl O P\ \\ Nitltl I U - -SEP 2 2 2017 JA. HARRISON, P.E. (DATE) # 270 E3[N 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 772-462-2455 /. 16-240 6 OF 10 S ul 0 i GENERAL NOTES UTILITY CONSTRUCTION NOTES UTILITY CONSTRUCTION NOTES SHALL BE PROVIDED IN THE DRAWING SET AS FOLLOWS (NOTE: SHOW ALL NOTES IN THE FOLLOWING ORDER): GENERAL 1. ALL CONSTRUCTION MATERIALS AND METHODS FOR POTABLE WATER, WASTEWATER, AND RECLAIMED WATER SYSTEMS SHALL BE IN ACCORDANCE WITH THE DISTRICT DESIGN CRITERIA AND SPECIFICATIONS, THE DISTRICT CONSTRUCTIONS STANDARDS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS OBTAINED FOR THE PROJECT. 3. ALL MATERIALS USED ON THE PROJECT SHALL IN LISTED IN THE DISTRICT APPROVED MATERIAL LIST. 4. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE ONE CURRENT COPY OF DISTRICT DESIGN CRITERIA AND SPECIFICATIONS, DISTRICT CONSTRUCTIONS STANDARDS, AND THE CONTRACT DRAWINGS AT ALL TIMES. 5. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. 6. ALL MATERIALS, COATINGS, AND CHEMICALS THAT CONTACT DRINKING WATER SHALL BE IN CONFORMANCE WITH ANSI/NSF STANDARD 61. 7. MAILBOXES SHALL BE CAPABLE OF RECEIVING MAIL AT ALL TIMES. REFERENCED DATA 8. ALL ELEVATIONS ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM (NGVD) 1988. THE HORIZONTAL DATUM IS BASED ON STATE PLANE EAST, NORTH AMERICAN DATUM (NAD) 1983. EXISTING CONDITIONS 9. LOCATIONS, ELEVATIONS, DIMENSIONS, AND MATERIAL OF EXISTING UTILITIES ARE BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER UTILITIES IN THE PROJECT AREA. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, DIMENSIONS, AND MATERIAL OF EXISTING UTILITIES (WHETHER OR NOT SHOWN ON THE DRAWINGS) AFFECTING HIS WORK. UTILITY COORDINATION 10. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES 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 DIGGING WORK TO HAVE ALL KNOWN EXISTING UTILITIES LOCATED. 11. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE DISTRICT. 12. 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. I 1::;1 CONSTRUCTION ST. LUCIE COUNTY GENERAL NOTES AND �' - WATER & WASTEWATER SPECIFICATIONS I (1 - 12) STANDARDS DATE MPROVFA: DECEMBER 2015 1 DRAWING NUMBER: G-1 WARNING TAPE EXISTING GROUND V FINAL BACKFILL W _ I� Z W (A - j\\ N 1- �h2�eMlM��� INITIAL BACKFILL _ .�..... ....�. -il BEDDING rl 6" MIN NOTES: 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR APPROVAL MATERIAL. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND ROCK SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH, 4. BACKFILL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO 1009 MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS 8. MINIMUM COVER: UP TO 8" PIPE IS 30" COVER; 10" TO 12" PIPE IS 36" COVER; 14" AND LARGER PIPE IS 48" COVER. ST. LUG1E COUNTY WATER & WASTEWATER TYPICAL TRENCH CONSTRUCTION DETAIL STANDARDS DATE A"PROVEL: DECEMBER 2015 DRAWING NUMBER: GENERAL NOTES (Cont.) PIPING 13. ALL CONNECTIONS TO EXISTING MAINS SHALL BE OBSERVED BY THE DISTRICT. VALVES ON EXISTING MAINS SHALL BE OPERATED BY DISTRICT PERSONNEL OR UNDER THEIR DIRECT SUPERVISION. TAPPING SLEEVES AND VALVES SHALL BE PRESSURE TESTED PRIOR TO TAPPING. IF SERVICE MUST BE CUT OFF TO EXISTING CUSTOMERS, THE DISTRICT SHALL BE NOTIFIED AT LEAST THREE DAYS IN ADVANCE TO MAKE NECESSARY NOTIFICATIONS. IN THIS EVENT THE CONTRACTOR SHALL BE READY TO PROCEED WITH AS MUCH MATERIAL REASSEMBLED AS POSSIBLE AT THE SITE TO MINIMIZE THE LENGTH OF SERVICE INTERRUPTION. THE DISTRICT WILL POSTPONE A SERVICE CUT-OFF IF THE CONTRACTOR IS NOT READY TO PROCEED ON SCHEDULE. SUCH CONNECTIONS SHALL BE MADE AT NIGHT TO MINIMIZE EFFECTS UNLESS OTHERWISE AUTHORIZED BY THE DISTRICT, NO CUSTOMERS SHALL BE WITHOUT SERVICE FOR MORE THAN FOUR HOURS. 14. DENSITY TESTS OF TRENCH BACKFILL MATERIAL SHALL BE REQUIRED AT THE TRENCH BOTTOM AND EACH LIFT OF BACKFILL AT INTERVALS OF NO MORE THAN 500 FEET. DENSITY TESTS OF PAVEMENT OPEN -CUT AREAS INCLUDING ROADS, TURNLANES, AND DRIVES SHALL BE REQUIRED AT INTERVALS OF NOT MORE THAN 50 FEET. COMPACTION SHALL BE IN ACCORDANCE WITH THE "TYPICAL TRENCH DETAIL" AND "FLEXIBLE PAVEMENT REPLACEMENT DETAIL". A CERTIFIED COPY OF TESTS SHALL BE PROVIDED TO THE DISTRICT. DENSITY TESTING CONDUCTED BY AN INDEPENDENT TESTING LAB APPROVED BY THE DISTRICT. 15. MINIMUM COVER TO FINISHED GRADE OVER MAINS SHALL BE 30" FOR PIPE UP TO 8" DIAMETER, 36" FOR 10" TO 12" PIPE, AND 48" FOR 14" AND LARGER PIPE. 16. ALL BURIED PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINED JOINT SCHEDULE DETAIL. 17. ALL PRESSURE TESTS SHALL BE IN ACCORDANCE WITH THE ST. LUCIE COUNTY UTILITIES DISTRICT CONSTRUCTION STANDARDS AND TECHNICAL SPECIFICATIONS AND AWWA STANDARDS (LATEST EDITIONS). 18, THE CONTRACTOR SHALL CLEAN MAINS BY FLUSHING OR USING APPROVED POLYURETHANE PIG(S). TEMPORARY CLEANING STATIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE A CLEANING PLAN SHOWING THE METHOD OF FILLING AND CLEANING MAINS PRIOR TO THE START OF CONSTRUCTION. THE CLEANING PLAN SHALL BE APPROVED BY THE DISTRICT PRIOR TO CONSTRUCTION. ALL COSTS FOR FILLING AND CLEANING SHALL BE A THE CONTRACTORS EXPENSE. 19. WATER SERVICES SHALL BE INSTALLED BY JACK AND BORE, HORIZONTAL DIRECTIONAL DRILL, OR MOLING METHODS. JETTING OF SERVICE LINES SHALL NOT BE PERMITTED. SEPARATIONS 20. POTABLE WATER SEPARATION: a.FOR PARALLEL INSTALLATIONS, WATER MAINS SHALL BE LAID WITH A MINIMUM OF 10 FEET HORIZONTAL SEPARATION, EDGE -OF -MAIN TO EDGE -OF -MAIN b.FOR WATER MAINS CROSSING SEWERS, A MINIMUM OF 18 INCHES SHALL BE MAINTAINED FROM THE OUTSIDE OF WATER MAIN TO THE OUTSIDE OF SEWER MAIN. AT THE CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER MAIN AS POSSIBLE. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS, WHEREVER POSSIBLE. ST. LUCIE COUNTY s J WATER &WASTEWATER GENERAL NOTES AND SII (13 - 20) CONSTRUCTION STANDARDS WE APPROVED: DECEMBER 2015 O1UWNl0 NUMBER: G-2 MIN. LENGTH OF PIPE (FEET) TO BE RESTRAINED (SOURCES: EBAA IRON RESTRAINT LENGTH CALCULATION PROGRAM FOR PVC PIPE, V7.0.1) FITTING TYPE PIPE SIZE 4" 6" 1 8" 10" 12" 16" 20" 24" 90' HORIZ. BEND 21 28 37 37 43 55 66 76 45' HORIZ. BEND 9 12 16 16 18 23 28 32 22.5' HORIZ. BEND 5 6 8 8 1 9 11 13 15 11.25' HORIZ. BEND 2 3 4 5 6 7 8 45' VERT. OFFSET UPPER BEND 19 27 35 41 53 64 74 LOWER BEND 6 8 10 t 14 18 22 25 22.5' VERT. OFFSET UPPER BEND 9 13 17 20 26 31 36 LOWER BEND 3 4 57 9 11 12 11.25' VERT OFFSET UPPER5 BEND 7 9 10 13 16 18 LOWER BEND 2 2 3 3 4 5 6 6 DEAD END INLINE VALVE 45 63 83 84 99 127 153 179 EE ((BRANCH RESTRAINT) 4"X 0 27 - - - - - - - 6"X 0 18 45 1 - - - - - - 8"X 0 9 38 64 - - - - - 10"X 0 1 32 59 65 - - - - 12"X 0 1 25 53 61 79 - - - 16"X 0 1 9 42 52 72 107 - - 20"X 0 1 1 29 42 64 101 133 - 24"X 0 1 1 15 32 55 95 128 158 REPUNT) 6"X 0 33 - - - - - - - 8"X 0 60 -ppppEE122"X 0 1011 - - - 16"X 0 138 S-- - - - 20"X 0 171 54 - -24"X 0 201 98 54 - NOE; 1. THE DATA IN THE ABOVE TABLE ARE BASED UPON THE FOLLOWING INSTALLATION CONDITIONS: SOIL TYPE-SP TEST PRESSURE-150 PSI DEPTH OF BURY TRENCH TYPE-3 SAFETY FACTOR- 1.5 4" 8": 2.5. 10" AND LARGER: 3' E ( LAG ) MINIMUM PIPE LENGTH ALONG TEE RUN-5' VERTICAL OFFSET-3- 2. THE RESTRAINED PIPE LENGTHS APPLY TO DUCTILE IRON AND PVC PIPE. 3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED. 4. RESTRAINED PIPE LENGTHS APPLY TO PIPE ON BOTH SIDES OF VALVES AND FITTINGS. 5. ALL CONNECTIONS OF HOPE PIPE TO PUSH -ON -JOINT PIPE (EG. PVC, DIP, ETC.) SHALL BE RESTRAINED AS DEAD END ST. LUCIE COUNTY WATER & WASTEWATER RESTRAINED JOINT CONSTRUCTION SCHEDULE im STANDARDS WiE APPRWED: DECEMBER 2015 1 DRAWING NUMBER: G-9 GENERAL NOTES (Cont.) c. WHERE IT IS NOT PRACTICAL TOMEET THESE PARAMETERS SPECIFIC REQUIREMENTS FROM THE REGULATORY AGENCIES MUST BE FOLLOWED. d. HORIZONTAL SEPARATIONS OF 15 FEET TO BUILDINGS, TREES, TOP -OF -BANKS OF LAKES AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED. 21. HORIZONTAL SEPARATION: a. WATER MAINS SHALL BE LAID WITH A MINIMUM OF 10 FEET HORIZONTAL SEPARATION, EDGE -OF -MAIN TO EDGE -OF -MAIN, FROM EXISTING AND PROPOSED SEWERS. b. WATER MAINS SHALL BE LAID WITH A MINIMUM OF 3 FEET HORIZONTAL SEPARATION; EDGE -OF -MAIN TO EDGE -OF -MAIN, FROM EXISTING AND PROPOSED STORM SEWERS AND RECLAIMED WATER MAINS. c. HORIZONTAL SEPARATIONS OF 15 FEET TO BUILDINGS, TREES, TOP -OF -BANKS OF LAKES AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED. d. WHERE IT IS NOT PRACTICAL TO MEET THESE PARAMETERS, SPECIFIC REQUIREMENTS FROM THE REGULATORY AGENCIES MUST BE FOLLOWED. 22. VERTICAL SEPARATION: a. FOR WATER MAINS CROSSING SEWERS, A MINIMUM OF 18 INCHES SHALL BE MAINTAINED FROM THE OUTSIDE OF WATER MAIN TO THE OUTSIDE OF SEWER MAIN. AT THE CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER MAIN AS POSSIBLE. b. FOR WATER MAINS CROSSING STORM SEWERS AND RECLAIMED WATER MAINS, A MINIMUM OF 12 INCHES SHALL BE MAINTAINED FROM THE OUTSIDE OF WATER MAIN TO THE OUTSIDE OF SEWER MAIN. AT THE CROSSING, ONE FULL-LENGTH OF WATER MAIN PIPE SHALL BE LAID IN SUCH A WAY THAT BOTH JOINTS WILL BE AS FAR FROM THE STORM SEWER OR RECLAIMED WATER MAIN AS POSSIBLE. c. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS, WHEREVER POSSIBLE. d. WHERE IT IS NOT PRACTICAL TO MEET THESE PARAMETERS, SPECIFIC REQUIREMENTS FROM THE REGULATORY AGENCIES MUST BE FOLLOWED. MAINTENANCE OF TRAFFIC 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 24. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. 25. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT THROUGH THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION, INSTALLATION, MAINTENANCE, AND SATISFACTORY OPERATION OF THE EROSION AND SEDIMENT CONTROL DEVICES/SYSTEM IN ACCORDANCE WITH SFWMD REQUIREMENTS ST. LUCIE. COUNTY GENERAL NOTES AND WATER &WASTEWATER CONSTRUCTION SPECIFICATIONS III (20 -26) L_ Im STANDARDS MlE MPRWEO: OECEMBEB SOta DRAWNIO NUMBER: G-3 6" FIBERMESH SEE NOTE 6 TYR CONCRETE SLOPE 1/4 PER FT. W. 4" COMPACT SUBGRADE STANDARD SIDEWALK 6"X6" 10/10 WIRE MESH CENTERED SEE NOTE 6 TYP. OR FIBERMESH CONCRET I SLOPE 1/4" PER FT Rt 4" COMPACT SUBGRADE DRIVEWAY SIDEWALK GENERAL CONSTRUCTION NOTES: 1. CONCRETE STRENGTH TO BE 2,500 P.S.I. AT 28 DAYS. 2. TOOLED DUMMY CONTRACTION JOINTS EVERY 5' (TYPE 'B' JOINTS) OR MATCH EXISTING. 3. EXPANSION JOINTS W/PREMOLDED FILLER AT 100' O/C (TYPE 'C' JOINTS) 4. SUBBASE TO BE 50 F.B.V. 98% DENSITY PER ASTM D-1557. 5. WHERE APPLICABLE, THE LOCAL MUNICIPALITY SIDEWALK DETAIL WILL GOVERN. 6. MATCH EXISTING SIDEWALK OR AS DIRECTED BY ENGINEER OF RECORD AND DISTRICT. 1/4" 1/8" 1/2" R1/4" R1/4" Tu R1/4" r 1/4" PREMOLDED 1/2" PREMOLDED EXPANSION JOINT EXPANSION JOINT TYPE 'A' TYPE 'B' TYPE ,C TYPE 'A' AT P.C. & P.T. OF CURVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS TYPE 'B' 5'-0" CENTER TO CENTER ON NEW SIDEWALKS TYPE 'C' WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAY AND SIMILAR STRUCTURES ST. LUCIE COUNTY SIDEWALK WATER & WASTEWATER DETAILS CONSTRUCTION STANDARDS DATE APPROVED: MOADER P015 mmw NUMBER: GENERAL NOTES Cont.: 27. ANY DISCHARGE FROM DEWATERING ACTIVITIES SHALL BE FILTERED AND CONVEYED TO A SEDIMENTATION BASIN IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO OUTFALLS. 28. THE CONTRACTOR SHALL REMOVE THE DEWATERING AND EROSION CONTROL AND SEDIMENT CONTROL DEVICES/SYSTEMS AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN THE AREAS HAVE BEEN STABILIZED. RESTORATION 29. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE DISTRICT. 30. ALL DAMAGED CONCRETE AND ASPHALT DRIVE SHALL BE REPLACED FROM RIGHT-OF- WAY LINE TO EDGE OF PAVEMENT. ST. LUCIE COUNTY GENERAL NOTES AND WATER &WASTEWATER CONSTRUCTIONSPECIFICATIONS IV (27 - 30) STANDARDS DATE APPROVFL: DECEMBER 2015 DRAWING NUMBER: 2"x2" STAKE SEWER SERVICE CLEANOUT C LOW POINT OF SWALE-� FIN. \ll GRADE HOUSE I LATERAL I r°00 N MIN. SLOPE TYPE 'B" 1/8"/FT. BEDDING / PROPERTY LINE (TYPICAL) Im ANGLE VARIES (ROTATE WYE BRANCH 6"X6"x4"X4" SEWER AND BEND AS REQUIRED) P.V.C. 'Y" FOR MAIN TYPE "B-2" WELL DOUBLE CONN. COMPACTED SOIL BEDDING PROPERTY LINE 0 WYE & CURVE (TYPICAL) CLEANOUT SEWE MAIN MARKER BALL I P.V. . WYE OR T-WYE I 1 4" SINGLE J P.V.C. STOPPER -- W/ STAKE �• VARIES (TYPICAL) NOTES: CLEANOUT 1. INVERT OF LATERAL TO BE 36" FROM FINISHED GRADE EXCEPT ON WATER 1. LINE SIDE `r OF STREET R/W WHERE IT SHALL DROP TO 48" AS SOON AS DEPTH OF SEWER MAIN PERMITS. 2. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND RECORD LOCATION. ST. LUCIE COUNTY WATER & WASTEWATER CONSTRUCTLAN STANDARDS SANITARY SEWER LATERAL DETAIL DATE MPROVED: DECEMBER 2015 1 DRAWING NUMBER: ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY- SUITE 201 PORT SAINT LUCIE FL 34987 S 772-462-2455 • •www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 a N Y a m NE W Ell r_ m W 3 Z ai Q pd O O Q a �2� .k m O W O N LL 'A f a O � a = 0 U 0 w Q !Y O J LL �I\ II)1Ffrr �2 �1 W = SEP 2 2 2017 �N, P.E. (DATE) aW� 10250 SW VILLAGE PARKWAY -SUITE 201 PORT SAINT LUCIE, FL 34987 'n,Y 772-462-2455 / 16-240 1 6" PVC-900 PIPE 24X24" SQUARE PAD X 4" THICK RESILIENT SEAT GATE VALVE / CONCRETE COLLAR IN UNPAVED / AREAS NON -RISING STEM MECHANICAL JOINT TEE 24 "x24" SQUARE PAD X 8" THICK CONCRETE COLLAR W/ 2 VARIES 13 REBAR EXISTING WATER MAIN APPROVED TRAFFIC TYPE HYDRANT WITH 5 1/4" OR 6" VALVE OPENING SCREW 1 ii CAP W/ PLUG RISE 4"-45' P.V.C. ELBOW P.V.C. CAP AT TERMINUS ST. LUCIE COUNTY WATER& WASTEWATER CONSTRUCTION STANDARDS C.L. OF RISER PIPE COVER MARKED "S" /� MATCH EXIST. SURFACE #4 BAR CONT. CONCRETE ALL AROUND '-,,'�__(3000 PSI MIN) ACCESS BOX AND LID ONE CUBIC YARD OF CONCRETE ENCASEMENT. KEEP CLEAR FROM HORIZONTAL PIPE � 45° P.V.C. WYE SEWER SERVICE CLEANOUT OA7 MPRO : DECEMBER 9015 DRAWING NUMBER WATER MAIN DOUBLE STRAP SERVICE SADDLE CORPORATION STOP 1" POLYETHYLENE SERVICE LINE 2"x 4" TEMPORARY MARKER (PAINTED BLUE) GENERAL POLICY WHERE COST JUSTIFIED AND OPERATIONALLY FEASIBLE, IT IS THE GENERAL POLICY OF THE F.P.U.A. TO PROVIDE WATER, ELECTRIC, SEWER AND GAS SERVICE FROM THE STREET SIDE OF A PIECE OF PROPERTY. DEPENDING ON FACTORS SUCH AS LOCATION OF EXISTING SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE AUTHORIZED, BUT ONLY WITH PRIOR APPROVAL FROM THE FRU.A. 3' 3' E+ 3' 3' Q THE PREFERRED POINT OF CONNECTION TO THE F.P.U.A. WATER METER, AREA Q SHALL BE LOCATED IN THE CORNER OF THE PROPERTY SELECTED BY THE F.P.U.A. AS THE BEST LOCATION FOR THE WATER METER. EVERY EFFORT WILL BE MADE TO SELECT THE CORNER WHERE TWO WATER SERVICES AND METERS CAN BE CONNECTED. Q IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION OF THE BUILDING SERVICE LINE TO THE F.P.U.A. WATER SERVICE, WITHIN AREA Q THE F.P.U.A. ENGINEERING DEPARTMENT MAY AUTHORIZE THE CONNECTION ALONG THE PORTION OF THE R/W LINE MARKED AREA Q , OR ALONG THE PROPERTY LINES MARKED AREA ®. NOTES: 1. HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD BE A MINIMUM OF 6 FEET AND PREFERABLY 10 FEET 2. ALL METERS SHALL BE INSTALLED IN AN UNRESTRICTED AREA FOLLOWING EASE OF ACCESS AND PROVIDING ADEQUATE PROTECTION. J. THE FAU.A. SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE WATER LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO THE POINT OF CONNECTION. WATER METER PLACEMENT (N. T.S.) 4 1/2" PUMPER NOZZL U FACING ACCESS GROUND OR PAVEMENT R/W AND (2) 2 1/2' TEE FOR TESTING SURFACE HOSE NOZZLES 24X24' PAD X 8' FORD CURB STOP 15"-1 THICK CONCRETE FINISHED GRADE WATER METER BLUE RPM BLUE R.P.M. L COLLAR r. /�.//�/.�//�//�/ .//�//�///� //,�/ W/5, /�/i/ ,/ �/ MARKER 2' LOCKING �, METER FLANGE NIPP VALVE BOX (SEE DETAIL) I" POLYEMYLENE CURB STO EXISTING RESILIENT SEAT i SERVICE LINE 90' ELBOW WATER MAIN 6" GATE VALVE a c Lo"NON-RISING STEM 18" MIN. t v4 "T TEST PORT UNDISTURBED SOIL 6" MJ HYDRANT UNDISTURBED 6"C-900 P.VC. PIPE� SOIL 1 CY OF PEA ROCK (MIN) - 1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 2. HYDRANT SHALL BE PAINTED CARNIVAL RED 6. ALL FITTINGS TO BE MECHANICAL JOINT. - FROM FACTORY. Z EN77RE ASSEMBLY TO BE MECHANICALLY 3. HEEL TO REST IN UNDISTURBED SOIL. RESTRAINED. 4. THE ONLY HYDRANTS ACCEPTABLE ARE: 8. BLUE LOCATOR SHALL BE PLACED IN CENTER OF " KENNEDY GUARDIAN, MUELLER CENTURION, TRAVEL LANE CLOSEST TO HYDRANT. ? & AMERICAN AW,, CLOW OR APPROVED EQUAL. 9. ALL HYDRANT VALVE BOX COVERS SHALL BE i 5. HYDRANT ASSEMBLY MUST BE RESTRAINED PAINTED CARNIVAL RED. j TO TEE. 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT ISOLATION VALVE TYPICAL FIRE HYDRANT ASSEMBLY (N.T.S.) i 1 rv010AI trot uVnoAnlr ACCC&J0l V = CORPORATION STOP FORD F1102 OR APPROVED EQUAL �— STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH I.P.T. WATER MAIN BACTERIOLOGICAL SAMPLING POINT DETAIL NOTE. (N.T.S.) AFTER TESTING REMOVE I" P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. DETAIL BACTERIOLOGICAL SAMPLING PONIT {� W-7 �C 0 -06 617E I BY. APPD: WATER WASTEWATER GAS ENGINEERING DESIGNED: COAIPUhR FILE l/Iv,11I.um WA7ERDElAILOWG DRAWN BY: SCAIE• JJM N.T.S. A APPROVED: 611E SFIEET 83ffIIF,; Fl}' ... JLc DECEMBER 2007 L 1 or t :lcrviJ L. Iya'rP:ctci'6 PLAN BALL VALVE BACKFLOW PREVENTER PROFILE 2" COPPER SERVICE PIPE NOTES' 1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE. NO PLANTS OR TREES WHIN 18" AROUND METER OR BACKFLOW. NO SOLDER JOINTS. 2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND. WATER METER/BACKFLOW PREVENTER ASSEMBLY DOMESTIC SERVICE (COMMERCIAL) (N. T.S.) 6" NIPPLE 90' ELBOW TEST PORT r- FINISHED MAGNETIC WIRE AFFIXED BY IDEN77FICATION TAPE (1YP.) POLYETHYLENE TUBING SERVICE EXISTING WATER MAIN CORPORATION WIRE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE R/W FINISHED GRADE EXISTING SEE NOTE 14 METER TO BE WATER MAIN CORPORATION STOP THHN - STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH I.P. THREAD -� VARIES ROME TYPE METER BOX BY CONTRACTOR PART �191OTR INSTALLED BY F.P.U.A. LOCKABLE METER VALVE 1 "POLYETHYLENE (CURB STOP TUBING SERVICE FORD PART # B41-XXXX-G) WITH ONE SHOT LOCK WIRE (STERLING SECURITY SYSTEM: JR-05) NOTES: I. BLUE 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE. 2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE. J. 1 " & 3/4" METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE. (CURB STOP) 4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30 , IN PAVED AREAS OR PLANNED ROADWAYS OR SWALES MIN. COVER SHALL BE 36". TYPICAL SINGLE WATER SERVICE CONNECTION (N. I. S.) BY OTHERS LIM17S OF UTILITIES BY OTHERS AUTHORITY INSTALLATION L callmllull [I aIIIIIIIIII P/ AM 12" SPOOL 90' FLANGE/ FLANGE ELBOW FINISHED GRADE I' PREVENTER 177 D.I. SECTION A -A SERVICE PIPE NOTES: 1. LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE. 2. ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90° BEND. SIZE SERVICE LENGTH 4 DOUBLE DETECTOR 64 INCHES 6 DOUBLE DETECTOR 76 INCHES 8 DOUBLE DETECTOR 87 INCHES 10 DOUBLE DETECTOR 102 INCHES BACKFLOW PREVENTER ASSEMBLY -FIRE SERVICE (N. T. S.) P � BFP ASSEMBLY -FIRE SERVICE W_ 11 0-2 - RBE DI7E REMADY: BY, APPD: WATER WASTEWATER GAS ENGINEERING V A JjAiMN CQVPUIER FILE WATER DETAILS 200602.DWG DRAWN BY. JJM Sn., r. N.T.S. APPROVED: JLc DATE DEEMBER 2W7 SFIEET 1 OF 1 } I ENGINEERS p SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY -SUITE 201 PORT SAINT LUCIE, FL 34987 T? 772-462-2455 • •www.edc-tnc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 z z 0 0 U 0 w w rr Q 0 Q' O J LL jo c ISON, P.E. (DATE) 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 'M 772-462-2455 G 8 OF 10 n 1.0 SITE DESCRIPTION 1.a Nature of Construction Activities Development of approximately 2.50 acres of land consisting of a building, parking, drainage & utilities for an industrial facility. Project will collect site runoff in a series of inlets which will route the runoff to a dry detention area where water quality and attenuation will be achieved prior to a controlled discharge to the existing Swale on Industrial Three Avenue. 1.b Sequence of Major Soil Disturbing activities: The following sequence of major activities shall be followed unless the contractor can propose an alternative that is equal or exceeds the erosion and sediment control practices described in this document, and is approved by the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. The contractor is responsible for providing a detailed sequence of construction for all construction activities. 1- Clearing and grubbing of site 2- Excavation general grading 3- Installation of underground utilities. 4- Finishing grading. 1.c Area Estimates Total site area: 2.50 Acres Total area to be disturbed: 2.50 Acres 1.d Estimate of drainage area size for each discharge point. Basin #1: 2.50 Acres 1.e Latitude and longitude of each discharge point and identify the receiving water or MS4 for each discharge point: Basin #1 270 15' 44" N 800 23' 18" W Discharge into an existing Swale on Industrial Three Avenue. INSTALL SILT FENCE eA 0 I I INSTALL _ SILT FENCE ,ya 60 —o9u �=:@" —oHu u INSTALL — SILT FENCE 5 EJ T m IL n� 2.0 CONTROLS 2.a Erosion and Sediment Controls Silt fencing shall be installed and maintained around the perimeter of the disturbed area of the project. Gravel shall be installed at the entrance/exit of the site to prevent track out. Paved roads shall be swept and kept clear of transported soils. Permanent perimeter berms shall be installed as part of the St. Lucie County Drainage Permit. All disturbed areas shall be sodded to prevent erosion and control wind-borne soil transport. Contractor shall have water trucks on -site for dust control. Filter Fabric shall be used to protect all inlets from Filtration. 2.a.1 Permanent and Temporary Stabilization Practices Contractor shall be responsible for having water truck on -site for temprorary stabilization during construction. All disturbed areas are to be sodded upon completion of grading. The contractor is responsible for documenting this portion of the SWPPP. 2.a.2 Structural Practices Site shall be initially graded to direct runoff to on -site master surface water management system. Silt screens are to be installed and maintained around perimeter of site. No discharge from site permitted until certification of permitted surface water management system. Temporary: Construct silt fence in accordance with The State of Florida Erosion and Sediment Control Manual. A stabilized construction entrance and soil tracking prevention device shall be installed in accordance with The State of Florida Erosion and Sediment Control Manual. A sediment basin is to be installed as part of the soil tracking prevention plan. All sediment controls shall be in place prior to any soil disturbing activity upstream of the controls. 2.b Stormwater Management Upon certification of surface water management system, the dry detention will be permanent. Perimeter berms shall remain installed to prevent runoff from passing off -site prior to entering treatment facilities. 2.c Other Controls ( IN FEET ) 1 inch = 40 ft. SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET. NGVD29 = NAVD88 + 1.475' �av ,�I INSTALL SILT FENCE I I I I INSTALL SOIL TRACKING I PREVENTION DEVICE II ti 77—�7— — X Cb � tea. . 2.c.1 Waste Disposal Contractor shall be responsible for the proper disposal and storage of all debris, chemicals, litter, and sanitary waste per local, state and federal guidelines. No discharges are allowed into surface water management system. 2.c.2 Offsite vehicle tracking Gravel to be installed at entrance/exit to minimize transport of soil off of site. Paved roads are to be swept daily. 2.c.3 Application rates of all fertilizers, herbicides and pesticides used. Any fertilizers, herbicides, and pesticides to be used shall be applied per methods and rates recommended by the manufacturers label which must be affixed to or printed directly on the container. 2.c.4 Storage, application, generation and migration of all toxic substances. Contractor is required to properly maintain all vehicles in good working order to prevent leakage. No toxic substances to be storecd on site. 3.0 MAINTENANCE 3.a All structural and non-structural controls to be visually inspected and repaired on a daily basis by the contractor. These controls are to remain in good and effective operating condition per the approved construction plans, standard FDOT indexes, and The State of Florida Erosion and Sediment Control Manual. 4.0 INSPECTION Contractor is responsible for visually inspecting silt fences, perimeter berms, and entrance/exit controls on a daily basis. A more thorough inspection of all structural and non-structural controls shall occur at least once per week and within 24 hours of the end of a storm that is 0.50 inches or greater. 5.0 NON-STORMWATER DISCHARGES None FILTER FABRIC TO EXTEND 8" MIN. FROM GRATE SIDES PREDOMINATE FLOW,_.. HEAVY DUTY REINFORCING DOUBLE STITCHED HEM � DRAW CORD IGID OAK STAKES POLYPROPYLENE R FABRIC RECOMMENDED TOE -IN 412" —L NOTES: 1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE. 2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLY STABILIZED. 4. THE SILT FENCE SHALL BE PLACED ON SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY. SILT FENCE DETAIL METAL INLET GRATE FILTER FABRIC TO CONTINUE UNDER ENTIRE GRATE. 1r ��d •d a �d J R y PICTORIAL VIEW FILTER FABRIC TO EXTEND 8" IRATE SIDES GENERAL NOTES 1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION. 2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET. FILTER FABRIC DETAIL OPTIONAL POST POSITIONS 21 PRINCIPLE POST POSITION ° POST (OPTIONS: 2" x 4" OR J (CANTED 20° TOWARD FLOW) MIN. DIA. WOOD; STEEL FILTER FABRIC (IN O 1.33 LBS/FT. MIN.) 22 CONFORMANCE WITH � SEC. 985 FDOT SPEC.) j / w °.° FILTER FABRIC o_ O 0 MAX. SILT FLOW of O N 00 M � ELEVATION SECTION I , , NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STACKED SILT FENCE (LF). ENGINEERS ® SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 `'M 772-462-2455 • •www.edc-inc.com F, B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 } N m 0 3 Z v< a o O J O N W 3 5 W N < w o vLL < 0 0 N Z 0 0 U 0 u, r ''v^^ o ER Cn + JLL W O QLL Q ❑ J Q Z L wa �v U p H Z F-Q ��} O Z ~ W:3 U p >0 W XU N P Y`�'� SEP 2 2 2011 ski. RISON, P.E. (DATE) k" 10250 SW VILLAGE PARKWAY -SUITE 201 PORT SAINT LUCIE, FL 34987 772-462-2455 / 16-240 9 OF 10 GENERAL NOTES 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM 5. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY. � L � � VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE. AND BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' WITH A 1 INCH. WIDTH AT THE CROWN. COST OF 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. COMMENCING WORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. OF THE ENGINEER. THE RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. TEST RESULTS MUST INCLUDE, BUT ,P. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND - ' a - 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY MAY NOT BE LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS, AND STRUCTURES. TEST SHALL INCLUDE ASPHALT GRADATION REPORTS, CONCRETE CYLINDERS, ETC. DENSITY TESTS HARMFUL CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE " �^ - , AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS. SHALL BE PERFORMED AT THREE (3) LOCATIONS AROUND ANYSTRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE __. THE BOTTOM OF THE STRUCTURE AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE; THESE 7. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES. 3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE DENSITY REQUIREMENTS ARE THE MINIMUM. THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS WITH SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER BEST AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE WITH THE LOCAL APPROVING AUTHORITY PRIOR TO CONSTRUCTION OR BIDDING OF THE PROJECT. WILL BE APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER. 11 CONTRACTOR SHALL BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL SOIL RECOMMENDATION AND REQUIREMENTS ENGINEERS Q SURVEYORS VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES 5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS 8. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED 1. STRIPPING AND GRUBBING:11 - WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY BY WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS TIGHT TO PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN''z INCH, OR SMALL ROOTS IN A DENSE PORT SAINT LUCIE OFFICE d z CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT SHALL BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM3,000 PSI. SOME SOLID CONTACT OF ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING STATESHOULD BE GRUBBED AND COMPLETELY REMOVED �025o SW VILLAGE PARKWAY -SUITE 201 11, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. LOCAL GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD WITH STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER, COST OF STAPLES AND PEGS SHALL BE , . PORT SAINT LUCIE, FL 34ee7 o BE KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT. INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE 772-482-2455 w 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB CONTINUOUS STRIP OF SOD. SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE o SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE • •www.edc-inc.com PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE 6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. VIBRATORY ROLLER TRAVELING AT "WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30%TO PRE -CONSTRUCTION MEETING, APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SOIL EROSION PLAN INSURE COMPLETE COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 - 3 SHOWING. QUALIFICATIONS. THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE L.B. CERTIFICATE OF AUTHORIZATION 809e 7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK WITH A CLEAN, COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF o- 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND QUALIFIES FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4), F. A C. 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA. = COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH STORM SEWER NOTES AND EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. w °l RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. 2. FILL REPLACEMENTS: 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN •WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE ¢ = "TRENCH 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP GENERAL, THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL FILL AT GRADE SHOULD EXTEND A MINIMUM V G SOUL TE D M UM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE. 3 w 6. THE SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER NOT ERODE INTO THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES RETENTION DITCHES.. ALL EXISTING q � d STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990. IS MORE STRINGENT. SWALES SHALL REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO • FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED INCHES o m ? W2 � w z CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER 12 LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE � � w w ❑ 7. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1 REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE () 2. ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS -BUILT GRADE PLACEMENT OF THE PIPE, THESE TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR APPLIED TO OBTAIN A MINIMUM OF t08% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. •REFER TO LANDSCAPING PLANS FOR ANY AREAS. , (D 3 w `� o w a '� a w COPIES AND ONE 1 DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL () ELEVATIONS ARE APPROVED BY THE ENGINEER. AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER GUIDANCE ON FILL MATERIAL TO BE LOCATED IN ANY PLANTING w � ❑ m -' � S < o m SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF FOOT INDEX 102. THE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED ❑ o . z CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL. THE AS -BUILT SURVEY SHALL BE PREPARED IN PLAN AND PROFILE IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE 3. EXCAVATION AND BACKFILLING: I II A `O 1: a FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SWALES OR RETENTION SWALES SHALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER FOOT INDEX 102 TO • WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED o WITH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES. SHALL BE SODDED TO AVOID EROSION. AVOID FILLING THESE AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. DEPARTMENT SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A ¢ THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE MINIMUM OF 108% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. - - - z REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL DISCHARGES WILL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED ¢ LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO 4. THERE IS TO BE NO OFF -SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED 15 INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A ,I o SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR ON -SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. MINIMUM OF 108% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH S SEMI -PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE WATER QUALITY NOTES LAYER OF BACKFILL SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A E SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY MINIMUM TOTAL APPLIED FORCE OF 180 TONS. 0 x m AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, ELECTRIC, TELEPHONE, ADVERSE IMPACTS OF THE WORKS ON FISH WILDLIFE NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR Q 1. THE CONTRACTOR MUST MAINTAIN COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER d ¢ ETC. CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL AND SHALL IDENTIFY SIZE ) OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT I 4. FOOTING EXCAVATION: N z III TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT SEE SOILS LABORATORY RECOMMENDATIONS. o G OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS. REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE o EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL ACTIVITY AUTHORIZED BY THE PERMIT. 5. GROUNDWATER: F LI_ BE INCIDENTAL TO THE CONSTRUCTION COST. 6.. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE • HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE w z O CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS M 2 € 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS SPECIFIED, AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED °. s 9 SHOWING THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED ACCORDINGLY. o ~ BY A PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION , z w CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE CONSTRUCTION COMPLETION CERTIFICATION MUST ( ) ❑ o COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT. E V5 MAINTENANCE OF TRAFFIC AND STAGING PLAN. INCLUDE, AT A MINIMUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: j c❑i WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED •ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE IE ''" 11 w o DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED TO AID THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. a 9. ALL CONSTRUCTION IS BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED z PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE ALSO AS -BUILT REQUIREMENTS. PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE WITH THE PLANS AND STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY USING VIBRATORY o � SPECIFICATIONS, OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT. COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO. SIEVE WILL BE MORE DIFFICULT TO x 11 SPECIFICATIONS APPROVED BY THE PERMIT. O 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED COMPACT. 11 n w 10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY (100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE z 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND 3 COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED 8Y THAT UTILITY COMPANY. THESE LOCATIONS WATER MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM. z w HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS CERTIFICATION REPORT. SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO O x PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC &PRIVATE UTILITIES PRIOR PREVENT VIOLATICNS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE cc) w TO BEGINNING CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO. SOUND LAND EXCAVATION FOR STRUCTURES AND PIPES N o VICINITY OF PUBLIC & PRIVATE UTILITY FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY w a UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF.A PROFILE OF THE QUALITY MANAGEMENT SYSTEM. INCORPORATED BY REFERENCE, UNLESS A PROJECT'S SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN11 2 UTILITY FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC AS PART OF THE SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S ACCORDANCE WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR m ❑z & PRIVATE UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF. THESE FACILITIES, SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. ¢ 9. INLETS (425 / 430): INCLUDES THE LIST OF MATERIALS / INSTALLATION / DEWATERING STABILIZATION / AS -BUILT PREVENT EROSION OR CONTROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN w o SURVEYING / TESTING. ALL STRUCTURES WILL REQUIRE THREE (3) COMPACTION TESTS AT DIFFERENT LOCATIONS AND THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH 2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND o ,IN w 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN.DANGER OF UNDER STRUCTURES OR PER LOCAL APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT. THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER SHALL BE INCIDENTAL TO OTHER WORK. w DAMAGE, THE CONTRACTOR SHOULD NOTIFY: - MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY rc EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER RESOURCES AT NO ADDITIONAL COST TO P11, w GEODETIC INFORMATION CENTER 10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FOOT OWNER. 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS s STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. OTHERWISE SHOWN ON THE PLANS a ATTN: MARK MAINTENANCE CENTER. w ATTN: M/CG - 162 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO a 6001 EXECUTIVE BOULEVARD 11.HOPE (HIGH DENSITY POLYETHYLENE) CULVERT SHALL BE N-12INSTALLED PER MANUFACTURER RECOMMENDATIONS. THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS -BUILT CERTIFICATION PIPE AND STRUCTURE BACKFILL rn BY A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE ROCKVILLE, MD 20852 MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) AIR ENTRENCHED PIPE. r Q ¢ OF FLORIDA AND TNO SETS OF AS -BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B) 3 TELEPHONE: (301) 443-8319 THE PROFESSIONAL USES AS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; OR C) WHEN THE COMPLETED 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE 9 ,'r1 x SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF PROJECT PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL („� 0 12. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FOOT STANDARD MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-2-4 IN ACCORDANCE WITH AASHTO M-145 ANDIF cn SAINT LUCIE COUNTY SPECIFICATIONS. THAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL. .� SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS. m LL ROD REED, PLS, COUNTY SURVEYOR JE L1�.,� 0 2300 VIRIGINA AVENUE FILTER FABRIC (STORM PIPE JOINTS) 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE r 1p ;'i ~ AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. { z FORT PIERCE, FL 34962 11 PHONE: 772-462-1707 THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO. 280 WITH CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE11 in +' ❑ WOVEN GEOTEXTILE TYPE D-3 (F.D.O.T. INDEX NO. 199), SECURED W / STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A SITE HAS TEMPORARILY OR PERMANENTLY CEASED. CLEAN-UP < Z "' ® (l) z PR VED OR MINIMUM OF 18 INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE. ¢ 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT "AP O F O o. CONSTRUCTION" SHALL BE. CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE /REPAIR ALL w DEWATERING PERMIT CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES. �/ F,..11. m 13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING off •LPL .. 2 ORDERING. STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY w Jll WRITING BY THE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL ENTITY. w - AFTER COMPLETION OF CONSTRUCTION OPERATIONS.11 y 14, SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW PERFORM ALL DEWATERING ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE w SHOP DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES FOLLOWING METHODS: SOCK DRAINS, WELL POINT SYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER U x ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT BETWEEN r REQUIRE AN INTERNAL REVIEW AND APPROVAL PROCESS. PUMP(S), WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE z EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO OWNER AND CONTRACTOR". d 1 0 OR AN AVERAGE OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF -SITE, THE � Z U w KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. IF THE MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUITABLE 15.CONCRETE SHALL BE CLASS - 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING FOR THE PASSAGE OF WATER WITHOUT DESTROYING THE SIDES OR UTILITY FOUNDATION OF THE TRENCH, SUMPS MAY BE CONTRACTOR MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C•2) FROM THE SFWMD. CONTRACTOR IL W z SHALL NOTIFY ENGINEER IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED. 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO I o SHALL BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE WATER LEVEL 0. � ;I ❑ BY TAKING THEIR. SUCTION FROM SAID SUMPS. DISCHARGE FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER PRE -CONSTRUCTION CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY. 11 O /A z THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, CREATE A 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF V/ w 16.CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES PUBLIC NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE ADJACENT CHANNELS. MEASURING FOR TURBIDITY 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. FOUNDATION PREPARATION �! z AND UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS OR TO THE SURFACE WHEN TURBIDITY EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF V III' y CONSTRUCTION ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED /REPLACED ITEMS ARE SUBJECT OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REGULATORY AGENCIES, PRIOR TO ;l DISCHARGES AND / OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF 1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO �(� ) W ;1, Ld TO REVIEW AND APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY. CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHOD(S) AND SCHEDULE. ADDITIONALLY, WHERE DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST 8E PERFORMED TO RETURN CONDITIONS TO BE PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE \\` �y// PRIVATE PROPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY .ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. ARTICULATED CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS, PITS, OR DEPRESSIONS AND SHALL BE PROOF -ROLLED „ PRRI. o/// . w OWNER. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. TO A MINIMUM OF 120%OF THE ASTM D-698 DENSITY. VOIDS, PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY \ Ns- x., J N 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE ° 0 - REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AW WA CURRENT STANDARD. IT SHALL BE BACKFILLING IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTION 4 13 •,�`% * i f- '' THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY CONFLICTS SUCH AS ROOTS AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE, SHALL BE REMOVED AIM ZZ� z 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT /FILL WILL O. ,•� fu w COMPANY STANDARDS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT ALL OF THE SOFT OR LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND= BE RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS COMPACTED TO A MINIMUM OF 120% OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS �' % UJ } WITH THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO x APPROVED BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT (LE. STUMPS, DEBRIS. ETC.) WILL BE AS SHOWN ON THE DRAWINGS. �.-F Tom" G- ' y STRINGENT DIRECTIONS. LOCATE STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. OF CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE - , -, i z - WHERE ACTUAL CONFLICTS ARE UNAVOIDABLE, WORK SHALL BE COORDINATED WITH THE FACILITY OWNER AND i" - "--T,ty`, 'w �-- - }I THAT TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED 1 : -1 z PERFORMED SO AS TO CAUSE AS LITTLE INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE `'11 FLO ¢ 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION. ' DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIED PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO DONE IN ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS ,.� ,�\/•` \ SEP q q ¢ THAT A CONTROL POINT IS DISTURBED OR DESTROYED, THEPOINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO 5S! f� \� G� 2 1G z LAND SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY /COUNTY ENGINEER AT CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS. EARTHWORK AND RELATED OPERATIONS j , t I li �'�.1 �� „j w 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK THE EXPENSE OF THE CONTRACTOR. w MATTRESSES, THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED J. ARRISON P.E. (DATE)1. ❑ SOD 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED BEFORE ANY FABRIC OR MATTRESSES ARE PLACED THEREON. � `3 z 19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED #$227011 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS ABSOLUTELY TRUE TO VARIETAL INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON IE w THE VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL 46 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. w THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND - w EXTEND A MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE TYPE AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS TOLL FREE 1-(800) 432-4770 a CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF -SITE MOVEMENT OF EARTHWORK. QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER TO SPECIFIED ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALLk3(" li m AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL 0 SUBMITTAL OF THE FIRST PAY REQUEST. IF DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED. DURING THE RELOCATED TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING. TESTING. PAVEMENT MARKING AND SIGNAGE w COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED AS APRE-CONSTRUCTION CONDITION ON THE VIDEO RECORD, THE 10250 SW VILLAGE PARKWAY -SUITE 201 I ❑ 2. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND. ;I 11 ❑ CONTRACTOR MAY BE REQUIRED TO MAKE PROPER REPAIRS. 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO PORT SAINT LUCIE, FL 34987 z IRRIGATING AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED ''-e 772-462-2455 y PERFORMED. TRAFFIC STRIPES AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE IE 20.THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES / BUSINESSES IN THE PROJECT REQUIREMENTS OF SECTION 710 AND 711, FDOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS w 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY '- o AREA. SHOWN ON THE PLANS. IN THE EVENT THAT BRICK PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING, COLORED "' `g i- z 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START (MINIMUM THICKNESS OF 21NCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON BRICKS SHALL BE USED IN LIEU OF PAINT. w MINERAL SOIL. SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM OF ANY EARTHWORK OR RELATED OPERATION. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALLSUPPORTING ',. s PAVING, GRADING AND DRAINAGE NOTES I- DRYING OUT BY SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTING. ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS 16-240 = 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND SHALL CONFORM TO SECTION 700, FOOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER r- 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY TRAFFIC DESIGN STANDARDS LATEST EDITION UNLESS OTHERWISE SHOWN ON THE PLANS.11 AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED ( ) FOOT STANDARDS, LOCAL COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.. IF THE w FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM 4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, PROJECT IS WITHIN A COMMUNITY DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS, x FREE -FLOWING AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE SUCH AS ARCHITECTURAL POSTS OR SIGN BODIES, ETC. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR _ 9 c0EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS FLORIDA FERTILIZER LAWS IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES, CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. WITH THESE REQUIREMENTS AND PROVIDE SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS NOT _ o DRUMS, OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS, MEET THE SAFETY REQUIREMENTS SET FORTH BY FOOT. I H TO SPECIFIED DENSITIES. AND WARRANTY OF THE PRODUCT. FERTILIZER SHALL HAVE AN AVAILABLE PLANT FOOD ANALYSIS OF 18-0-10 OR 3. TURN LANES SHALL BE STRIPED PER FDOT INDEX 17346 IN THEIR ENTIRETY TO INCLUDE EDGE STRIPING, CROSS WALKS, I i I_ COMPACTION 10 OF 10 ;, 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE EQUIVALENT PLANT FOOD VALUE AND SHALL 8E MIXED WITH THE TOP 3 TO 4 INCHES OF SOIL. FERTILIZER SHALL BE AND TURN ARROW PLACEMENT. ALL FINAL ROADWAY STRIPING SHALL BE THERMOPLASTIC INSTALLED PER FDOT 2 APPLIED AT THE RATE OF 1 POUND PER 1,000 SQ. FT NOT TO EXCEED 2-4 LBS. PER YEAR.. ALL FERTILIZERS MUST BE AT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION 711. w REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS LEAST 50% SLOW RELEASE NITROGEN AND CONTAIN NO PHOSPHORUS UNLESS THE SITE HAS BEEN TESTED AND VERIFIED 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED ,=1, o RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS AS PHOSPHORUS DEFICIENT BY THE UFAFAS EXTENSION OFFICE. ALL FERTILIZER APPLICATION SHALL BE IN STEEL DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE 0 DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS. ACCORDANCE WITH COUNTY/CITY ORDINANCES. REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). "' FILEIt Ar LOT 11 (OCCUPIED - INDUSTRIAL) ZONING: IL LAND USE: IND z 00 o O o N N 0 M n PROPOSED 1 6' CHAINLINK FENCE (TYP) PARKING/DIVE AREA x I EX. 8' HIGH CHAINLINK FENCE EX. ADJACENT BUILDING FFE: 18.01 f( I 30' F.P.l. Plant the right tree in the rightylace offset from the overheadutility, 2068.501 —OHU ---- TOB .e cn w W Z U) EX. FIRE t`•"° `' UJ = iYDRANT Q � _ J N 0'CMP- 67 —� Z) O 0 O 0 ICI Sod W w LL U. Z) m W Q U Zo J 0 ,r T Sod Sod 15' �-) Sod W —I 0 W A CY) v o UNPiATTED ACREAGE ZONING: CPUB PROPOSED EX. 6' HIGH (S"I LUCIE COUNTY) 6' CHAINLINK CHAINLINK FENCE PROPOSED FENCE (TYLS89049'02"E(C) LAND USE: CPUB DUMPSTER PROPOSED N89°13'35"E(P) D-CURB (TYP) 363.00' X 181.5010' LANDSCAPE BUFFER Sod Sod Sod — Sod e d 'e Sod I d ° a ° d d 4 So d •° d P dtl r r� Sod BUFFER PROPOSED d I A ° , . .. a • .. e ° e e . A e ; d LP TANK �) a ° 8 a ° e d (BY OTHERS) . ° d 4 G PROPOSED _ eA T SIDEWALK (TYP) Sod ` ° <° tl a d° 12 PROPOSED BUILDING { (1 STORY) VEGETATION ( 29,900 GSF 1 MIN FFE: 16.75 NAVD PROPOSED _ T SIDEWALK (TYP) Remove existing PROPOSED WHEEL trees STOPS (TYP) - --- ---- PROPOSED _ ('8 2' OVERHANG � I PROPOSED VEGETATION PAVERS — I J (BY -OTHERS) QL 1 TU 2 PROPOSED E WATER SERVICE 18 PROPOSED /YR SANITARY - 165 SERVICE (TYP) sod • NO i'AI�=' ���®ice% • ,u Ii • • i ree I.i� .ice 01 ' -•'• f • r �� I iir• 1�f■■■I►- MEEK -'� ► �I ���I�iiiiiiioiiiifi�� 1' �'� • �� j� jO j� jig jOp�j �`g ® • ii�i�i�i�i�N�i��I� � � • � W �fl■■■■■f'■Y1�r�r m _Ilfu■■[■■■nle .I III - - • - • � , . i ` IN IS MEMO "M asommor f■��■E7■I\\IF - I:� a �Ilf■■■fa■••R■■I � : �, _ Ir -a 1••••� 1'� �,� _Ito' ���,'®• � .. � � � ���� �t%11•••••, • �IR'•�1•••••• •� � • ` � ice/ jeneraCiVotes 1. No plant substitutions can be made without St. Lucie County's approval. 2. All required landscape improvements must be inspected and approved by St. Lucie County prior to the issuance of a Certificate of Occupancy. 3. Any existing landscaping, sod, or irrigation damaged or destroyed during the construction shall be replaced prior to the final inspection. 4. All prohibited, exotic and invasive species shall be removed from the entire site prior to issuance of certificate of occupancy. 5. Planting adjacent to fire hydrants is to have a minimum clear radius of 7.5' as required by the NFPA Uniform Fire Code Florida Edition 18.3.4.1 Hydrants. All fire hydrants and fire check valves shall have a minimum of 7.5' from the front and sides with 4' from the rear to all landscape material per the Florida Fire Prevention Code. 2 PROPOSED 6' CHAINLINK o I FENCE (TYP) p rr - o -CI m 0 �I 7 C7 D z LOT 14 < (BROADCAST STUDIO) D ZONING: U LAND USE: IND I L 5MG 5 QV 16 MYR 255 �I PROPOSED 6' CHAINLINK FENC2 W/ ROLLING GATE (BY OTHERS)l \ 189.94' aw— 8 102nW C �) I c$EA �— 363.00' — N89"13'35"E(P) N89"49'02"W(C)(BASIS I GS) 2621.44'( ) of 0HU— —OHU-- of — OtiU OHU T U —..HU— --- —OHU -- H —'t�HU 15' Safe Sight - - Root Barrier — 2 ;;CMP _ To- TOa TO TOB TO EXISTING TOB --A EX. SWALE 4 CENTERLINE Tr o _0 CHAINLINKFENC (nP) INDUSTRIAL AVENUE THREE -- - APPROX. LOCATION - - — - - - - _ (� OO' ROW) - --- - - - - - - - - - - - 0 0 - - - - - EX. 12" SANITARY PIPE o 0 36"CMP F— — — — — x111 WM 2.1"APPROX. LOCATION EX. 12" WM EX:124n Wei i_X 12-h WM _X t21n WM EX 12-hi WM EX 12in WM landscaye PCan North Scale: 1 " = 20' I 0 70' 20' 40' o ce ua� ®r Gro p, nc. LanrtscapeArchttecture - StteMnnug 900 East Ocean Boulevard, Suite 130d Stuart, Florida 34994 (772) 344-2340 LC:26000198 iii O i w U ya.J U coCIO M C/) County Project Number: Jeffrey W. Smith, RLA DI9°11 1635 RreyW5Itn, DN L1sffuy% n I A Id DN. J Eeyw.s ¢n au LA0001635 0"°o°cep,ual De„gn Group,ln< LC26000198, au State of Vmai1-1stdg1sp41pe11sou&nst,<=US Dace 2017.0920 102814 04W Florida Jeffrey W Smith, RLA Florida Registration Number: LA 0001635 Job No. 17-0702 Drawn By JWS Submittal Dates 8-1-2017 9-13-2017 9-20-2017 Revision Dates DRC #1 Comments 9-13-2017 Parking Lot Trees 9-20-2017 These drawings are the property of the landscape architect and are not to be used for other projects except by written permission from the landscape architect. Report any discrepancies Immediately to the landscape architect. L-1 2 Sheet of Landscape Specifications landscape Details 1. All tree and plant material to be Florida No. 1 or better, as classified In "Grades and Standards fOr Nursery Plants", Part 1 and Part II, State of Florida, Dept. of Agriculture, Tallahassee. All plants not listed in "Grades and Standards for Nursery Plants" shall conform to a Florida No. 1 as to: (1) health and vitality, (2) condition of foliagS, (3) root system, (4) freedom from pest or mechanical damage, (5) heavily branched and densely foliated according to the accepted normal shape of the species. 2. Undersizing or substitution of one species or cultivar for another species is a breach of contract sand will be "Rejected" at the time of final landscape Inspection unless approved by Landscape Architect. 3. Project Warranty: All plant material shall be warranted for a period of one (1) year after date of Substantial completion against defects, Including death and unsatisfactory growth, except for defects resulting from abuse or damage by others or unusual phenomena or incidents which are beyond the contractor's control. 4. An and all conditions which the contractor fees will shall be brought to t I I be detrimental to the success of the land he owner or representative's attention. Y 9 P planting 5. The contractor shall verifythe location o ilit' roj f underground utilities les nor to commencing work on an act area. r9 P 9 Y project 6. Mulch planting areas with 3" layer of Melaleuca Eucalyptus, r Envi NOT A o romulch. Cypress Mulch is N ACCEPTABLE. Planting beds to receive mulch throughout P 9 Y YP YP 9 entire bed area. 7. All plants to be set to ultimate grade. No filling will be permitted around trunks or stems. Mulch to be kept a minimum of 2" away from trunk$ and stems. 8. Planting trees and shrubs: Excavate hole per planting detail. When plant is set, place additional backfill consisting of a 50% mixture of Peat humus and natural soil around the base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 213 full, water thoroughly before placing remainder of backfill. Water again after placing final layer of backfill and before installing mulch. 9. Guy and stake trees In 3 directions with galvanized wire, through flexible hose chafing guards, with wooden stake anchors immediately after planting. (See Detail) 10. Trees and shrubs shall be fertilized with a complete natural organic fertilizer with a ratio of approximately 3:0:2 or 3:0:3 (e.g. one labeled 12-"). Similar analysis such as 16-0-8 (4:0:2) can also be used. Fertilizers that are slow release, controlled release, sulphur coated or with nitrogen as IBOU or ureaformaldehyde have extended release period. Thirty to fifty percent of the nitrogen should be water insoluble or slow release. Palms should receive a complete granular fertilizer formulated for palms ("Palm Special") at a rate of 5 to 8 lbs. per palm. Agriform 20-0-5 twenty-one gram planting tablets may be substituted for granular fertilizer. If utilized, the following rates shall be utilized: Position plant In hole. Back811 halfway up the Football. Place tablet(s) beside Football about 1" from root tips. Do not place tablet(s) In bottom of hole. 1 Gallon 1 Tablet 3 Gallon 2 Tablets 25 Gallon & B&B Trees 2 per l" caliper 11. All planting areas to be irrigated to provide 100% coverage. Shop drawings to be submitted by the irrigation contractor for approval prior to installation. 12. Maintain trees shrubs n other healthy growth. and a tents b watering, cultivating, and weeding as required for ha ro h Restore planting saucers and mulch. Tighten and repair stake n guying P Y 9, 9, 9 q Y 9 P g gand g ying and reset trees and shrubs to proper grade or vertical position as required. Spray as necessary to keep trees and shrubs free of insects and disease. The contractor shall begin maintenance immediately after planting and shall continue maintenance through final acceptance when Certificate of Occupancy is issued to the General Contractor by County and project is released by the General Contractor to Client. 13. Prune trees and shrubs only to remove damaged branches as directed by the Landscape Architect. 14. Planting Lawns: Provide clean, strongly rooted, uniformly sized strips of Stenotaphrom secundstus Floritam (unless otherwise noted), machine stripped not more than 24 hours prior to laying. Grade and roll prepared lawn surtace. Water thoroughly but not to create muddy soil conditions. Lay sod strips with tight joints, roll or tamp lightly, and water thoroughly. 15. Maintain positive drainage, no planting is to block drainage. 16. Drainage Testing Prior to planting of trees, palms, and specimen material, each planting pit shall be tested in the following manner to verify adequate drainage. A) Dig each planting pit to the minimum specified size. B) Fill the planting pit with (12") twelve inches of water. If the water level in the planting pit drops (4") four or more inches within (4) four hours, the drainage is sufficient and a drainage channel is not required. If the water level drops less than (4") four inches within the (4) four hour period, then a drainage channel is required. C) When a drainage channel is required, the drainage channel must extend down through the non porous soil and Into porous soil. (See Drainage Testing Detail) D) Discard all material removed from the drainage channel. E) When backfilling the planting pit, add course gravel to the drainage channel. Also, care must be taken to keep the consistency of the soil mix the same throughout the planting pit. NOTES: 1. Contractor to include drainage teri for all trees and palms in bid. If drainage is inadequate, the soil specification In Item #8 above shall be revised for site conditions. Contractor shall notify the Owner and Landscape Architect of poor drainage conditions in writing and written direction will be provided to the contractor of appropriate soil mixture specification to be used. 2. All fertilizers shall meet the St. Lucie County fertilizer ordinance. Landscabe Data 7.09.04.A.1- Perimeter Landscaping Adjacent to Road Right-of-way (South Buffer) 7.09.04.C.3 - Terminal Island Trees Total Length as 361.91' Trees Trees Required - 6 Required - (1 Tree/30 Lt..)- 361.91 if 130 = 12 Trees Provided - 6 Provided - 12 Trees (lE & TD) Shrubs Required - Continuous Hedge 2' O. C. =165 Shrubs Provided - 165 Shrubs 7.09.04.B. - Perimeter Landscaping Adjacent to Property (East Buffer) 7.09.04.C.6 - Median Trees Total Length = 300' Total Length = 90' Trees Trees Required - (1 Treal Lf.)- 300 Lf./30 = 10 Trees Required - (1 Tree/3011..) = 3 Provided - 10 Trees (PE) Provided - 3 Shrubs Required - Continuous Hedge 2' 0. C. = 150 Shrubs Provided - 150 Shrubs 7.09.04.B. - Perimeter Landscaping Adjacent to Property (West Buffer) 7.09.01 - Required Tree Species Mix Total Length = 40' Trees Trees Required - 31 to 40 Trees = 4 Species Mix Required - (1 Treei Lt..)- 40 Lf✓30 = 1 Trees Provided - 5 Tree Species Provided - 1 Tree (QV) Shrubs Required - Continuous Hedge 2' O. C. = 20 Shrubs Provided - 20 Shrubs (5) 2" x 4" x 18' wood battens to be evenCy spacedaroundtrunk of tree. A minimum of (5) five wraps of burlap are to be placed under the battens toprevent manning or damage to the trunk. The height o r8 a f the battens shall6e locatedin relation to the height of the tree for adequate bracing. No batten is to be naredto the tree. Battens are to be bandedwith a minimum of (2) two 3/4"high carbon steel bands. Minimum of (3) three 4"x 4"woodbraces evenCy spacedaroundtree to be toe nailedto wood battens. Attach florescent safety flags a min. of 12" in rength to each woodbrace. Planting depth shatr6e to% less than the height of the root bat from the glair Root. Diameter of hole to be three times the size Of root baliminfmum Plant top of root bah' at 2"mintmum above the finished grade elevation Form a mulch berm with 3" minimum depth andno more than 4 "h' h, mulch to edge o 4 >e rig f rootbal( but Ceave top of rootballexposed Remove burlap or steefcage from top t/3 of root ba2(if appCuabCe). FinishedGrade Drive 2" x 4" x 24" woodstake a min of3" below grade. I_ 3 times diameter r_ BackfilTaroundroot ball according to ofrootbatr(min.) specy7cations. 'Water andtamp to remove Notes: atrpockets. a .agpn of the badge completedat the direction of the Lassdscape Architect. z. No Hairs shait6e driven into tree Large Tree Planting Detail (5" CaCper or Greater) Not to Scare Spread Price 1/2" diameter black rubber hose on atCguy wires at allpoints of contact with tree. True 3 galvanizedsteet'doubre strand#12 gauge twisted guy wires with one gaCvanizedturnbuckCeperguy wire spacedat equaldutance arourultree. Attach florescent safety fags a min of 12" in length to each guy wire. Planting depth shall be to% less than the height of the root ba rfrom the Flair Root Diameter of hole to be three times the size of root balCminimum Plant top of root 6allat 2"minimum above the finished grade elevation Forma mulch bertdwith 3' minimum depth andno more than 4' high, much to edge of rootiI but Leave top of rootbatl exposed Remove burlap or steet-cage from top 1/3 of root balr(if ayytwable). Finished Grade Drive 2 " x 4 " x 24"woodstake a min. of3" below grade. 3 tones diameter _ �_ BackfirCarmndroot balraccording to of rootbatr(Ntn) speciftcations. 'Water andtamp to remove Notes: airpaekets. ,. Alrpriningshafr6ecompretedatthe direction of the Lam(scape Architect. 2. No mtG shaQ6e driven into tree Tree PCantina Detail Not to Scale 7.09.04.B. - Perimeter Landscaping Adjacent to Property (North Butler) Total Trees Required Spread Total Length = 170' Trees Trees Required 39 Required - (1 Tree/30 I.f.)- 170 Lf./30 = 6 Trees Provided - 39 Provided - 6 Trees (PE) Shrubs Required - Continuous Hedge 2' 0. C. = 85 Shrubs Provided - 85 Shrubs 7.%O4.C.1 - Vehicular Use Area Landscaping Total V.U.A. Pavement = 33,889 s.f. Required Area = 33, 889 / 18 s.f. = 1,883 s.f. Provided Area = Z376 s.f. Trees Required - (1 Tree/180 s.f)- 1,883 s.f./180 = 10 Trees Provided - 10 Trees Note: 100% of proposed plantings are native. ~ *7.09.03.E2.1- Planting Under Utility Lines Note: Small trees are being utilized to meet code section 7.09.03.E.2.L No tree shall be planted where it could, at mature height, conflict with overhead power lines. Larger trees (trees with a mature height of thirty (30) feet ormore) shall be planted no closer than a horizontal distance of thirty (30) feet from the nearest overhead power line. Medium trees (trees with a mature height between twenty (20)-thirty (30) feet) shall be off -set at least twenty (20) feet horizontally from the nearest overhead power line. Small trees (trees with a mature height of less than twenty (20) feet) shall not be required to meet a minimum off -set, except that no tree, regardless of size shall be planted within five (5) feet ofanyexisting or proposed utility pole, guy wire, pad mounted electrical transformer or other utility transmission/collection structure or equipment. PlCantlio'st QTY SYM SPECIES COMMON NAMEDESCRIPTION SIZE SPACING REMARKS DROUGHT TOLERANCE CANOPY ORNAMENTAL TREES 18 IE* ILEXATTENUATA EAGLESTON HOLLY 12' x 6, 2.5" D.B.H. A.S. FULL CANOPY, 4' C.T. MIN. HIGH 5 MG* MAGNOLIA GRANDIFLORA D.D. BLANCHARD MAGNOLIA 12' x 5', 2.5" D.B.H. A.S. FULL CANOPY, 4' C.T. MIN. HIGH 1 QL* QUERCUS LAURIFOLIA LAUREL OAK 17 x 5, 2.5" D.B.H. A.S. FULL CANOPY, 4' C.T. MIN. HIGH 16 QV* QUERCUS VIRGINIANA LIVE OAK 12' x 6, 2.5" O.B.H. A.S. FULL CANOPY, 4' C.T. MIN. HIGH 2 TD* TAXODIUM DISTICHUM BALD CYPRESS 12' x 6, 2.5" D.B.H. AS. FULL CANOPY, 4' C.T. MIN. HIGH PALMS 9 SP* SABALPALME70 SABAL PALM 12'-18'C.T. A.S. SLICK TRUNKS HIGH LARGE SHRUBS ACCENTS 432 MYR' MYRICANTHES FRAGRANS SIMPSON STOPPER #7, 4' x2' 2' O.C. FULL & THICK HIGH 200 MUC MUHLENBERGIA CAPILARIS MUHLY GRASS #1,12" x 12" 2.5' O.C. FULL & THICK HIGH 215 TRD* TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS #1,121x 12" 2.5' O.C. FULL & THICK HIGH MED. SHRUBS I GROUNDCOVERS I VINES I SOD SOD PASPALUMNOTATUM SAHIASOD SEE SPECS HIGH = FLORIDA NATIVE Place t/2" efurmeter black rubber hose on cuTguy wires at ail yoints of contact with tree. Place 3 galvanizedsteeCdoubre strand#i2 gauge twisted guy wires with one galvanizedturnbucreCeperguy wire spacedat equat'dutance around tree. Attack florescent safety fags a min of 12" in length to each guy wire. Planting depth shatlbe to% Cess than the height of the root bouTfrom the Flair Root Diameter of hole to be three tidies the size of root ballminimum Plant tap of root 6allat 2" minimum above the finished grade elevation Form a mulch berm with 3"minimum depth andno more than 4"high. Mulch to edge of rootl but leave top of rootbatl exposed Remove burlap or steeircage from top 1/3 of root ball (If applicable). Finishedgrade 'I�IIII�I I IL��I�' Drive 2"x4"x 24"woodstake a min of3" below grade. 3 Nines duameter Backfilraraund'root balCaccordutg to ram. ofroot6alT(7Ntn.) �� specifications. -Water andtamptoremove Noel airpockets. ,. A?prun[ng shag'6e campratedat the direction of the Landscape Architect 2. No naffs shairbe driven into tree wLulti-True( Tree PCantincl Detail Not to Scare Place t 2" diameter black rubber hose on air guy wires at contact with tree. allPoints of Place 3 galvanizedsteeldouba strand#i2 gauge twisted guy wires with one galvanized turnbuckle per guy wire spacedat equal distance around tree above the first lateral branch. Attach florescent safety flags a min. Of 32" in length to each guy wire. Tree Trunk Guy Wire .attachment Detail Not to Scale Pi Staking Detail Not to Scare Dra 2"x4"x 24" Lang stake Guy wire or woodbracing Tree Pit Root Bail Tree Trunk 12" depth of water Finishedgrade Nonporous soft Porous soiC 6" diameter drainage channel Note: Refer topranting detafG for size of ylanttngpit Rootbatr Finishedgrade Planting mix Nonporous soil Porous soil -11 = L==1I -i - 6" diameter drainage channet"fi led with course grave[ DiscardmateriaC Pfantedptt with inadequate drainage with drainage channel Drainage Testing Detail Not to Scare s I P Prune & tie alrfronds together with. degradable twine. There is to be a minimum of 6-8 fronds (unless noted below) (5) 2"x 4"x t8" woodbattens to be evenCy spaced around trunk of palm A minimum of (5)five wraps of burlap are to be placed under the battens to prevent marring or damage to the trunk. The height of the battens shallbe locatedin relation to the height of the palm for adequate gracing. No batten is to be nairedto theparm Battens are to be bandedwith a minimum of (2) two 3/4" high carbon steeCbandss. Minimum of (3) three 4" x 4" wood braces evenCy spaced aroundpalm to be toe naiCed to wood battens. Attach flrescent safety flags a minimum of 12"in length to each brace Planting depth shalCbe to% less than the height of the root 6a2 Diameter of hole to be two times the size of root balCmintmum Plant to of root 6allat 2" minimum above the ftnished grade elevation Form a mulch berm with 3"minimum depth andno more than 4"high. Mulch to edge of rootbati • but leave top of rootbad exposed Backfi(Caround'root baffaccording to spectrications. 'Water andtamp to remove airpockets. Finished Grade 2" x 4" x 24"woodstake to be 2" below grade. Size ofrootbaftwillbe tnproportion to type o' 3"minimum depth of murch..1Ceep mulch away from base of stem (See speciftc ations) 0 a a Planting depth shallequaldepth of root p a.. bat Diameter of kale to be twice the size a ,© of root bait gar root bairn larger than 2' in p © diameter, the hole should be 2' wider than root gallon allsides. Plant top of root ball at same elevation as finished grade. ginishedgrade Fora"continuous earthen rim around Plantinghore. 11111=hill=111'�" Backfillaroundroot balCaccbrdtng to No specftations. 'Water and tamp to remove ,. Afrpruningshailbecompfetedatthe ah ocketS. action o the mCsc p direction La a e Atch{[ect. f p z. Remove any containeh r om arauaurroot6aiL 3. Plant as hedge raw ivttrl O.0 (on center) Place root ballot bottom of undisturbed spacing as spec�dinylant list, or. with su6yrade ofprantingpit. triangular Spacing a r a Heals. Shrub Detail Not to Scale Section Plan Not to Scare Notes: andsize ofpaCm, in accordance with ,. Hurricane, eat sa6atPalms are aceeptabre. Florida. Grades andstandards for Nursery 2. Af7'Washingtonia andsabalPakm to be booted unrest otherwise wtedinyrant list. Plants Part I & II Latest Edition 3. Palms with burnedor tnarredtrunks wiiTmt be accepted Palm Planting Detail Not to Scare LCa,'n,--1dscavw-*%e Cover Detail See Print Listfor or O.C. on center spacing f p mg 3"minimum depth of muich...1Ceep mulch. away from base of stem (See specifications) Planting depth shaRequardepth of root bale Diameter of hole to be twice the size of root bail Plant to of root 6allat same efvation as finished grade. FinishedGrade BackfdCaroundroot 6alfaccording to spec fkations. 'Water and tamp to remove airpockets. Place root 6allat bottom of unduturfed suA rade ofprantingpit. 3"minimum depth of mulch: Steep mulch away from base of stem (See specifications) .alternate spacing ofprants to insure proper coverage ofgroundcover (Trlangu iateplanting) Berge ofpraiumly bed Illy ce tuat ) ro nto s p Lan AVCArelliteclnre - Site Planning 900 East Ocean Boulevard, Suite 130d Stuart, Florida 34994 (772) 344-2340 LC:26000198 all co moo Uc n �4..P co CIO 0 County Project Number: Dlgitallysignedby Jeffrey W. IFp 1A0001635 State Jeffrey W. S Florida cn=deffSmith, RLA LLA0001635 re StaeoflFlorida, LA0001635 1Q60099zoDeslgn Group, Inc State of Florida u5 iacbginc@bellaQuth:net, -. Date: 201z09.20 10ae:55-04'0a Jeffrey W. Smith, RLA Florida Registration Number: LA 0001635 Job No. 17-0702 Drawn By JWS Submittal Dates 8-1-2017 9-13-2017 9-20-2017 Revision Dates DRC #1 Comments 9-13-2017 Parking Lot Trees 9-20-2017 These drawings are the property of the landscape architect and are not to be used for other projects except by written permission from the landscape architect. Report any discrepancies Immediately to the landscape architect. L-2 2 Sheet of 5" #8 GROUND I STANDARD PIPE TENON CONCRETE POLE (COORDINATE FINAL POLE $ELECTION MATH OWNER) I' U 3/4" CONDUIT CAST IN POLE z z 3'X5" HAND HOLE W/ to WATERPROOF COVER. FINISH GRADE BOX BROOKS PRODUCTS jJ14JUNCTION RANCH CONDUIT INTO JUNCTION BOX 0 I 5/8"X8' CU GIRD. RD. NOTE, > . 1. POLE SUPPLIER SHALL CERTIFY THAT POLE AND FIXTURE MEETS CURRENT WIND LOAD CRITERIA AND SHALL PROVIDE SIGNED & SEALED CALCULATIONS BY A REGISTERED FLORIDA ENGINEER 2. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. TYPE POLE DETAIL NOT M SCALE 'ECF-S-LED' SERIES �II H .r: ..0 s 4 ° - r.¢r: x5 *' y t.le 8 t.9 1.3 1.3 1.5 .8 3.3 3.4 1.9 1.6 1.3 1.1 ------�--s---- t.2 1.8 1.9 1.9 1.6 1.6 1.8. 3.0 t.0 1.8. 1.6 1.4 1.1 P '2.8 1. 3.6 3.5 12.1 1.5 1.5 1.7 1.8 1.8. t.8 1.5 1.3 1.0 ° 3.5 3.6 3.0 '2.7 t.0 1.3 1.4 1.3 1.5. 1.3 1.5 1.4 i2 t.9 ° 14.8 3.7 3.0 3.6 1.9 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.0 t.8 We IB ° .7 3.6 3.1 3.6 1.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 t.8 t.9 0 .0 '2.5 1.B 1.1 t.9 t.8 t.7 t.7 t,8 t.9 0.6 t.7 0 I .5 3.5 'z.3 1i.0 1.7 1.3 1.0 1.1 1.0 1.1 1.0 1.0 1.0 t.8 ° 1.9 1.5 1.5 1.6 1.6 t.5 1.4 1.2 1.0 ° 1.7 1.9 3.1 '2.1 '2.1 1.1 1.9 1.6 1.3 ° .3 3.0 3.5 3.8 t.8 '2.8 't.7 1A 3:0 1.5 o BUILDING MOUNTED 3.4 3.1 3.6 3.6 3.6 3.6 3.0 t.3 is FIXTURE, COORDINATE 0 FINAL MOUNTING LOCATION 114.5 3 3 1.4 1.5 'z.0 t.6 t.s 3.3 14.3 14.3 1.2 t.3 3.5 1.9 WITH ARCHITECT. I ° 0 .7 .5 1.0 12 7 1. 3.3 3.6 1.9 MR:hni: 18 M1Ili: 2A ° t.B 3J 1:5 1. 1.0 '[.7 3.5 4.3 .6 i .7 ,1 3.3 3.6 1.9 ° 114.4 3. ' .4 1.4 2.0 2.6 3.4 4.1 .9 I .o .0 3.z �1.5 1.9 0 13.3 3. I .4 1.4 1.8 3.4 3.0 �3.3 .3 ' .3 .3 '2.9 '2.3 1.7 ° 1. .1 '� 1.9 3.6 t.2 .6 .7 .7 .5 t.1 3.5 1.8 ° 1. -.8 3.6 t.5 14.1 4.6 .B ( .8 .5 *44.0 t.2 t.3 ' ' �:6 ° It's 3.. ' '2.9 t.6 1.-0--'1. -4 �. .5 4.3 14.0 t.5 3.5 1 I i I !'l.3 12. � 2.9 'i.5 9.0 4.2 .2 ,..3 �A �1 3.9 3.3 1G.7 1 ° 33.s 3. I 3.0 3.4 3."s """"1":s" 1.4 1 .s .4 3.8 3.z. 12a 0 I 1.9 � 14. 9 _ 3.1 t3.4 3.9 4.5 .2 .s .3 3.7 3.2 1.B G2 I ° M :Is 1. 1 5 3.0 3.4 t. 3.7 3:2.. 3.7 11.0 xesz 1 ta:x0 0 �%.2 3. I 3.8 t.2 3.7 .4 4.3 4,4 4.2 t.6 t.0 't.s ° 1.0 2 3.5 't.9 3A t.6 3.7 3.7 1.6 3.3 '2.7 12.2 0 3.1 1.6 3.9 3.2 3.4 3.3 11.2 3.8 2.5 1.7 0 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Watts Lum. Lumens 2 G4 SINGLE 0.900 GARDCO ECF-4-160LA-481A-NW-IS 158.2 11367 1 2G5 D180 0.900 GARDCO 2 ECF-S-64L-900-NW-G2-5W 181 20422 LHI 2 G2 SINGLE 0.900 GARDCOECP-S-32L-700-NW-G2-AFR 71 8250 1 2G5X BACK -BACK 0.900 GARDCO ECF-5-215LA-641A-NW 210.3 19880 E= .0 U.0 0.0 U.a U.0 U. 0 0.0 0.0 0.0 U.0 U. 0 U.0 Q. U U.0 OX U.0 0.0 0.1 0.2 0.2 0.1 0.2 0.3 0.4 U.4 0.4 D.4 .4 I D S � T E PKDTOME RR'C� PLAN 1"-30'-0" NORTH Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PROPERTY LINE Illuminance Fc 0.07 0.4 0.0 N.A. N.A. [SITE Illuminance Fe 2.53 7.4 0.7 3.61 10.57 0 0 0 0 .o .0 .0 .1 a 2 .2 .2 .z .2 .2 .2 .2 .3 .3 .2 .2 1 1 0 .o .o ,0 ° 0 0 PROPERTY LINE CALCULATION POINTS ADDED PER COMMENTS. ° FILE COPY ISSUED FOR PERMIT ONLY 07-17-17 KAMM CONSULTING PROJECT #: 2017-0529 PROJECT MANAGER: JOHN MAYR 1408 Orange Avenue Fort Pierce, Florida 34950 Phone 772.595.1744 / Cell 954.448.0792 jmayr kammconsulting.com Cert1 (cation of Authorization #8189 PRINCIPAL 09-OS-17 Bradly L Brown Florida License #58232 date signed 1 � J ■ � � 11 11 11 11 11 11 . ■ . . . i ENGINEERS 0 SURVEYORS �I III 1■ -10250 PORT SAINT LUCIE OFFICEI 4 ■l III 11 1. 11 PORTIt �i 11 www■l com 11 1 F.B.P�E. CERTIFICATE OF •- • 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 � . � 1 � � 1 . � 11 . 11 . 11 . 11 . 1■ . 1 . � 1 � � 1■ .I 1 . ■r 1 1 ■;" 11 � ■3 11 n ■ ■ .. 11 . 71 . - - 11 t _ G 11 11 - ■a, ■Y 11 ■ s: 0 U.r LU 1. - 11 ( . 11 -- 11 . � . .. = 1/ - 1■ . - ■ -LLJ 1■ .^ Ir' 11 11 L . 11 - - • • MM - 11 . 11 11 . - . - - 1• - 11 1. -Ito- 1 � 1■ 11 11 11 11 11 11 IIa 7 - . . . ■, Mi 1 _ 1- - SITE PHOTOMETRIC PLAN M 1- - 1 1 � � 1■ L 1 � � �- ....r...........