MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223

Transcription

1 PROJECT LOCATION: 95 NOCATEE PARKWAY PONTE VEDRA, FL. 38 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida NOT TO SCALE sm sm

2 ON DRAWING WHERE SECTION OR DETAIL IS TAKEN: DRAWING NUMBER FOR SHEET WHERE SHOWN ON DRAWING WHERE SECTION IS SHOWN: DRAWING NUMBER FOR SHEET WHERE TAKEN ON DRAWING WHERE DETAIL IS SHOWN: DRAWING NUMBER FOR SHEET WHERE TAKEN B S-3 DRAWING TITLE SCALE A C- A C-2 C-2 A S-2 B S-3 C- SECTION Scale DETAIL Scale SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION ON DRAWING WHERE ONLY A TITLE IS REQUIRED WITH NO REFERENCE (eg: ELEVATIONS) SECTION CALLOUT WHERE SECTION CUT IS SHORT OR EXTENDS TO A FIXED LIMIT SECTION CALLOUT WHERE SECTION CUT IS FULL OR EXTENDS TO LONGER LIMIT ADDENDA NUMBER REVISION NUMBER NORTH ARROW; CAN BE MODIFIED TO INCLUDE MAGNETIC NORTH ALONG WITH PROJECT NORTH PROJ.. DRAWN : FLORIDA REGISTRATION CHECKED : NOTES, LEGENDS, AND INDEX OF DRAWINGS AS SHOWN SCALE: SHEETS 2 G-

3 AUGMENTATION WELL SHEETS 3 G-2 PROJ SCALE: FLORIDA REGISTRATION AS SHOWN. TO SURFACE WATER DITCH DISCHARGE TO SURFACE WATER DITCH DISCHARGE 5 MG (5 MG USABLE) RECLAIMED WATER STORAGE TANK (35' INSIDE DIAMETER) EXISTING.2 MG RECLAIMED WATER STORAGE TANK DRAWN : CHECKED : EXISTING RECLAIMED WATER PUMP STATION HYDRAULIC PROFILE SCHEMATIC - HYDRAULIC PROFILE SCALE: NONE RECLAIMED WATER PUMP STATION NEW 5 MG (0 MG USABLE PER HYDRAULIC INSTITUTE STANDARDS WITH CAPABILITY TO DRAW DOWN UP TO 5 MG) RECLAIMED WATER STORAGE TANK (35' INSIDE DIAMETER) TANK ELEVATIONS: LEGEND MAXIMUM WATER LEVEL (PARAPET) OVERFLOW OPENING ELEVATION 593 OVERFLOW PIPE TOP ELEVATION 560 NORMAL HIGH WATER LEVEL 560 NORMAL LOW WATER LEVEL BASE FLOOR ELEVATION 250 NOTES:. EXISTING.2 MG RECLAIMED WATER STORAGE TANK TO BE REMOVED FROM SERVICE, AFTER NEW 5 MG RECLAIMED WATER STORAGE TANK IS PLACED INTO SERVICE.

4 Professional Surveyors & Mappers R. E. Holland SHEETS 4 C- PROJ SCALE: AS SHOWN SURVEY PLAN DRAWN : CHECKED : RE HOLLAND RE HOLLAND JAN 6 RE HOLLAND JAN 6 FLORIDA REGISTRATION.

5 SHEETS 5 C-2 PROJ. SCALE: SERVICE ROAD OTHERS NOCATEE PARKWAY LIMIT OF 6' WOODEN PRESSURE TREATED FENCE "=40'. LIMIT OF 6' WOODEN PRESSURE TREATED FENCE 6' WOODEN PRESSURE TREATED FENCE ALONG FRONTAGE CONTROL VALVE AND CHLORINE INJECTION POINT CONC. PAD LIMIT OF CONSTRUCTION DRAWN : CHECKED : FLORIDA REGISTRATION ' 6' CHAIN LINK FENCE TRANSFORMER CONC. PAD 25' PUMP BUILDING (PHASE 3) AIR RELEASE VALVE CONC. PAD TOWER SITE ( OTHERS) 3' PEDESTRIAN GATE 8' CHAIN LINK DOUBLE SWING GATE EROSION CONTROL NOTES:. SILT FENCES SHALL BE PROVIDED WHERE REQUIRED DURING CONSTRUCTION. PERIMETER SILT FENCES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF SITE WORK AND REMAIN UNTIL COMPLETION OF WORK. DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED. INSPECTIONS SHALL BE MADE ON A WEEKLY BASIS AND AFTER RAIN EVENT OF 0.25 INCHES OR GREATER FOR THE ENTIRE CONSTRUCTION PERIOD. TEMPORARY GRASS COVER SEEDING OR SEEDING AND MULCHING SHALL BE PROVIDED FOR EXPOSED AREAS NOT EXPECTED TO RECEIVE FINAL COVER WITHIN 30 DAYS AND FOR STOCK PILE AREAS. TEMPORARY SEEDING AREAS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES IN ACCORDANCE WITH LOCAL SOIL CONSERVATION SERVICE RECOMMENDATIONS. ALL TEMPORARY AND STOCKPILE GRASSED AREAS SHALL BE REWORKED AND RESEEDED IF 75% OF GRASS COVER IS NOT ACHIEVED WITHIN 4 DAYS. CONSTRUCTION LIMIT ALL AREAS DISTURBED DURING CONSTRUCTION EITHER NOT COVERED, OR NOT WITHIN 4 OF, STRUCTURES, PAVEMENT, GRAVEL SURFACING, SIDEWALK OR CONCRETE PADS SHALL BE SEEDED. PERMANENT GRASS COVER SHALL BE REWORKED AND RESEEDED UNTIL ACCEPTABLE COVERAGE IS MET. BUILDING SETBACK 7. ALL AREAS WITHIN 4 OF STRUCTURES, PAVEMENT, GRAVEL SURFACING, SIDEWALK OR CONCRETE PADS SHALL BE SOLID SODDED. STORAGE TANK (PHASE 3) GRAVEL DRIVEWAY EQUIPMENT CONC. PAD PROPOSED STORAGE TANK (PHASE 2) BUILDING SETBACK EROSION CONTROL AND SITE MASTER PLAN AS SHOWN NATURAL VEGETATIVE UPLAND BUFFER CONSTRUCTION LIMIT 25' EXISTING MG STORAGE TANK STORAGE POND (PHASE 3) AUGMENTATION WELL (PHASE 3) SILT FENCE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) JURISDICTIONAL WETLANDS LINE FACILITY LEGEND PHASE - (EXISTING) PHASE 2 - (THIS PROJECT) PHASE 3 - () OTHERS - ()

6 AFTER COMPLETION OF TANK CONSTRUCTION, RECONSTRUCT EXISTING LIMEROCK DRIVEWAY SLOPE 3: TO EXIST GRADE 3 TANK INSIDE DIAMETER 3 PRECAST VAULT FOR TANK DRAIN AND OVERFLOW (SEE DWGS Y-, SM-5) NEW 5 MG RECLAIMED WATER STORAGE TANK 36'-4" FOUNDATION OUTSIDE DIAMETER 0% SLOPE 3: TO EXIST GRADE DRIVEWAY LEGEND NEW LIMEROCK DRIVEWAY EXISTING LIMEROCK DRIVEWAY TO BE RECONSTRUCTED 3: 0'-0" 3: 3: 0% '-0" GRAVEL BED AROUND PERIMETER OF 7 RECLAIMED TANK CONCRETE CURB AROUND PERIMETER OF RECLAIMED TANK 0'-0" WIDE X '-0" THICK LIMEROCK DRIVEWAY REALIGNMENT, WITH FILTER FABRIC (SEE TYPICAL SECTION, THIS SHEET) 00' EXISTING DRAINAGE SWALE TO BE RELOCATED, IF IMPACTED CONSTRUCTION 7 TOP OF LIMEROCK DRIVEWAY ELEVATION (AS INDICATED) SILT FENCE, SEE DWG C-2 FOR LIMITS NOTES:. RECONSTRUCT ENTIRE ONSITE EXISTING LIMEROCK DRIVEWAY AFTER TANK CONSTRUCTION - MATCH DETAILS AND TYPICAL DRIVEWAY SECTION SHOWN ON THIS SHEET. CURB AROUND TANK PERIMETER 3 0'-0" LIMEROCK DRIVEWAY 3 EXISTING GRADE FILTER FABRIC TYPICAL NEW DRIVEWAY SECTION NTS SHEETS 6 C-3 PROJ SCALE: AS SHOWN NEW TANK SITE AND GRADING PLAN DRAWN : CHECKED : FLORIDA REGISTRATION.

7 SHEETS 7 C-4 PROJ SCALE: AS SHOWN STORMWATER POLLUTION PREVENTION - SHEET DRAWN : CHECKED : FLORIDA REGISTRATION.

8 GRAVEL CURB INLET SEDIMENT FILTER SHEETS 8 C-5 PROJ SCALE: AS SHOWN STORMWATER POLLUTION PREVENTION - SHEET 2 DRAWN : CHECKED : FLORIDA REGISTRATION.

9 SHEETS 9 C-6 PROJ SCALE: AS SHOWN STORMWATER POLLUTION PREVENTION - SHEET 3 DRAWN : CHECKED : FLORIDA REGISTRATION.

10 X 30 MJ RED. 30" RE IE 7.67 CAST IRON LID PROVIDE CONC PAD FINISHED GRADE TOP " RE IE " GATE " GATE VALVE 30" BUTTERFLY VALVE EQUIPMENT PAD TYPE 'G' BACK FLOW PREVENTER 2" TAP FOR SPRINKLER SYSTEM SEE NOTE 2" POTABLE WATER LINE TOWER SITE ( OTHERS) TOWER FACILITY WORK OTHERS COMPACTED BACKFILL CAST IRON VALVE BOX LOWER SECTION 6" MIN CAST IRON VALVE BOX, SLIDING TYPE, UPPER SECTION EXTENSION ROD REQD W/ 2" OPERATING NUT '-0" BELOW GRADE WHEN VALVE ` IS OVER 3'-0" BELOW GRADE GATE VALVE CE STORAGE TANK (PHASE 3) CE 24" RE PIPING (TANK INLET) CUT EXISTING 2" POTABLE PIPING AND CONNECT NEW 2" MJ TEE AND 2" DI POTABLE WATER PIPING AS REQUIRED 24" RE PIPING ( PUMP STATION SUCTION) 2" RW PIPING TANK FILL LINE FROM AUGMENTATION WELL 24" RE PIPING (TANK OVERFLOW) 8" RE PIPING (TANK DRAIN) PRECAST BOX FOR TANK DRAIN AND OVERFLOW 6" RE IE 8.28 PUMP BUILDING (PHASE 3) 2" POTABLE WATER WORK OTHERS 2" TANK FILL LINE FROM AUGMENTATION WELL EXIST 2" PVC SECONDARY AIRGAP FILLER PIPE 2" TANK FILL LINE FROM POTABLE WATER LINE 24" CAPPED FOR 24" BUTTERFLY VALVE 24" BUTTERFLY VALVE IE 8.0 IE 8. 24"x6" REDUCER 2" RW FROM AUGMENTATION WELL WATER WORK OTHERS IE 8.50 CE 36" TANK VENT 6" RE IE 50 NX-HH 24" RE PIPING ( PUMP STATION SUCTION) 2" MIN PIPE SEPARATION, SEE NOTE 3 /4" SPD ACCESS LADDER RECLAIMED MG WATER STORAGE TANK NX-MCC CE 2" FLOW METER BERMED CONTROL VALVE ON 2" POTABLE WATER 2" CHECK VALVE 24" BUTTERFLY VALVE CE IE " RE 6" OF CE EXISTING MG STORAGE TANK (PHASE ) " CS 24" ACCESS HATCH 6" W BOLLARDS (TYP) " RE IE 8.27 IE 9.42 STORMWATER POND (PHASE 3) 6" CHECK VALVE BERMED CONTROL VALVE ON 6" POTABLE WATER 6" FLOW METER " GATE VALVE 6" GATE VALVE FIRE HYDRANT 2" W IE 9.00 REMOVE EXISTING 24" CAP AND CONNECT NEW 24" MJ 90 ELBOW AND 24" DI RE PIPING AS REQUIRED POTENTIAL CONFLICT 0'-0" 24" DI RE PIPING (NEW TANK INLET) TOWER ELECTRICAL WORK OTHERS GV " GATE VALVE 24" MJ 25 BEND GV " GATE VALVE 24" DI RE PIPING (STUB AND PLUG FOR PUMP STATION SUCTION) GV-4-2 2" GATE VALVE POTENTIAL CONFLICT GV-2-2 2" GATE VALVE 2" TANK FILL LINE FROM POTABLE 2" DI RW PIPING TANK FILL LINE (STUB AND PLUG FOR AUGMENTATION WELL AUGMENTATION WELL (PHASE 3) PROPOSED 35' I.D. 5 MG RECLAIMED WATER STORAGE REPLACE EXISTING " MJ 90 BEND WITH " MJ TEE 24" X " MJ CONC REDUCER GV " GATE VALVE GV-6-8, 8" GATE VALVE PRECAST BOX FOR CLS INJECTION 24" MJ.25 BEND 8" DI RE PIPING (TANK DRAIN) 24" DI RE PIPING (TANK OVERFLOW) 24" DI RE PIPING (PUMP SUCTION) PRECAST BOX FOR TANK DRAIN AND OVERFLOW 2" RW PIPING FROM AUGMENTATION WELL WATER WORK OTHERS (ACTUAL LOCATION TO BE DETERMINED) CENTER OF TANK N E TANK (PHASE 2) " SS TANK LEVEL SENSING LINE SEE DRAWING C-3 FOR LIMEROCK ROAD DETAILS VALVE SIZE AND ENDS AS SPECIFIED OR INDICATED ON PLANS FINISH GRADE NOTE: 4" BURIED GATE VALVE BOX DETAIL NTS WATER CONCRETE PAD (VALVES 2" DIA AND LARGER) CONCRETE COLLAR 2 PLAN VALVE BOX NTS 2" SST DISC WITH STAMPED INFORMATION ANCHORED IN CONCRETE VALVE BOX PAD 3' PROFILE GV--6 6" RE 5 TURNS TO OPEN-CCW DARLING 989 VALVE BOX PAD DETAIL. THIS SHEET ONLY: EXISTING ELEVATIONS SHOWN ARE FROM EXISTING AS-BUILT DRAWINGS, AND ARE IN NGVD29 DATUM. ALL ELEVATIONS SHOWN ON OTHER DRAWINGS ARE IN NAVD88 DATUM. TO CONVERT FROM NGVD29DATUM ELEVATIONS TO NAVD88 DATUM ELEVATIONS, SUBTRACT.07' FROM THE NGVD29 DATUM ELEVATION. MAINTAIN 3-FOOT COVER ON ALL NEW PIPE WHILE CROSSING OTHER UTILITIES OR UNDER ROADWAY. ALL CROSSINGS ARE TO BE APPROVED JEA. USE JEA STANDARD PLATE W-32, W-33, W-34 OR W-3 MAINTAIN MINIMUM 2" VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE PIPING. IN ADDITION, WHERE POTABLE LINE CROSSES NON-POTABLE LINE, ONE FULL LENGTH OF POTABLE MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE, SO THAT THE POTABLE PIPE JOINTS SHALL BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE(S). SEE JEA STANDARD PLATES W-0 AND W-.. FACILITY LEGEND VALVE INDENTIFICATION: VALVE TYPE - UNIQUE NUMBER - VALVE SIZE PHASE - (EXISTING) PHASE 2 - (THIS PROJECT) PHASE 3 - () WORK OTHERS - () PIPING (THIS PROJECT) PIPING OTHERS SIZE AND FLOWSTREAM IDENTIFICATION NUMBER OF TURNS TO OPEN DIRECTION TO TURN TO OPEN VALVE MANUFACTURER YEAR INSTALLED SLOPE TOP OF CONC /4 " OVERALL (TYPICAL ALL AROUND) YARD PIPING PLAN AS SHOWN YARD PIPING PLAN "='-0" Scale In Feet NEW SILT FENCE 0 Y-

11 24" OUTLET 8" DRAIN ANTI-VORTEX BAFFLE FOUNDATION PLAN NTS 25 (TYP OF 4) PRECAST OVERFLOW PRESTRESSED CONC TANK EL '-0" 0'-0" 5 66 THIS PROJECT 0'-0" " DI RE FILL FROM EXISTING POTABLE WATER WORK 2" DI RW FILL FROM AUGMENTATION WELL WORK 0'-0".25 24" DI RE OUTLET TO PUMP STATION BV-7- " SS BALL VALVE IN WATER METER BOX SENSING LINE, ENCASE WITH TANK FILL PIPE. " SS TANK LEVEL ' EARTH COVER. SLOPE GV-2-2 2" GATE VALVE GV " GATE VALVE MJ PLUG GV-4-2 2" GATE VALVE EXTERIOR ACCESS LADDER INTERIOR ACCESS LADDER 24" OUTLET SLOPE 24" DI RE TANK INLET FILL LINE SLOPE GV " GATE VALVE GV " GATE VALVE GV-6-8 8" GATE VALVE 3'-0" MJ PLUG " DI RE TANK DRAIN 6 4 CONCRETE ENCASEMENT 24" DI RE TANK OVERFLOW EL (TYP) ANTI-VORTEX BAFFLE 0 LC WALL MANWAY SLOPE INSIDE RADIUS R = 67'-6" " FILL FROM EXISTING POTABLE WATER WORK 8 4" DOME PROBE CURB FOR WARRICK PROBE 8" DOME PROBE CURB FOR ULTRASONIC LEVEL ELEMENT TOP OF TANK DOME EL 70.0 APPROX. TO BE VERIFIED TANK MFR. TBD 9 SLOPE 6'-6" 8'-0" TOP PLAN NTS 9 INTERIOR ACCESS LADDER TOP/SLAB EL 250 GRAVITY VENTILATOR EXTERIOR ACCESS LADDER SHEETS PROJ SCALE: AS SHOWN STORAGE TANK PLANS AND ELEVATION/SECTION DRAWN : CHECKED : FLORIDA REGISTRATION.

12 ,2 6 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida SHEETS 2 PROJ SCALE: AS SHOWN STORAGE TANK DETAILS sm sm DRAWN : CHECKED : FLORIDA REGISTRATION.

13 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida SHEETS 3 PROJ SCALE: AS SHOWN STORAGE TANK DETAILS sm sm DRAWN : CHECKED : FLORIDA REGISTRATION.

14 5 4 LADDER STEP PLAN LADDER STEP ELEVATION 7 INSIDE ELEVATION ALUMINUM PERIMETER HANDRAIL PLAN GROUT HIGH POINT GROUT LOW POINT 6 PARAPET WALL 8 PLAN EXTERIOR WALL PIPE BRACKET ELEVATION 9 DOME PIPE SUPPORT FOR 2" DI RE PIPE BRACKET FOR 2" DI RE TANK INFILL 2 PIPE BRACKET FOR 24" DI RE INLET/OVERFLOW SHEETS 4 PROJ SCALE: AS SHOWN STORAGE TANK DETAILS DRAWN : CHECKED : FLORIDA REGISTRATION.

15 LIMITS OF TANK FOUNDATION 6" 4'-3" 6" 4'-3" 6" 4'-0" A SM-5 B SM-5 8" DI RE DRAIN 24" DI RE OVERFLOW PRECAST CONCRETE BOX WITH REMOVABLE GRATING, SEE NOTE. EXISTING LIMEROCK DRIVEWAY PROPOSED LIMEROCK DRIVEWAY REALIGNMENT 7 GV-6-8 8" GATE VALVE GRAVEL BED AND CONCRETE CURB AROUND TANK PERIMETER 6" 2'-0" MIN CONCRETE ENCASEMENT N A SM-5 B SM-5 8" DI RE DRAIN FROM TANK CENTER. FLORIDA REGISTRATION 4'-0" 4'-0" WIDE X '-0" DEEP GRAVEL, ALL AROUND, WITH FILTER FABRIC PIPE SUPPORT BRACKET 4'-0" 6" 4'-0" 6" 4'-0" 3 PARTIAL RECLAIMED WATER TANK PIPING PLAN SCALE: /2" = '-0" DRAWN : CHECKED : 7 GRAVEL BED AND CONCRETE CURB AROUND TANK PERIMETER EL. 250 REMOVABLE GRATING, SEE NOTE. EL. 00 PRECAST CONCRETE BOX GRAVEL BED EXISTING GRADE 3 PROPOSED LIMEROCK DRIVEWAY REALIGNMENT 3 EL. 33 EL. 250 EL " 2'-6" 3'-6" 2'-6" 3'-6" MIN 6" 6" MIN 6" 6" '-0" '-0" '-0" REMOVABLE GRATING, SEE NOTE. EL. 00 2'-0" MIN 4" MALE QUICK-CONNECT FITTING 8" x 4" DIP FLG REDUCER 8" DIP FLG 90 BEND 8" DIP FLG x PE PIPE SPOOL -FOOT DEPTH OF #57 STONE FILTER FABRIC, TURN UP 2" EACH SIDE PRECAST CONCRETE BOX GRAVEL BED 24" DIP MJ x PE PIPE SPOOL -FOOT DEPTH OF #57 STONE EXISTING GRADE FILTER FABRIC, TURN UP 2" EACH SIDE FILTER FABRIC, TURN UP 2" EACH SIDE 3 A SM-5 B SM-5 8" DI RE DRAIN SECTION SCALE: /2" = '-0" PROPOSED LIMEROCK DRIVEWAY REALIGNMENT SECTION SCALE: /2" = '-0" EL " DI RE OVERFLOW EL. 250 EL GV-6-8 8" GATE VALVE AND VALVE BOX GRAVEL BED AND CONCRETE CURB AROUND TANK PERIMETER 6" CL EL CL EL EL. 250 CONCRETE PIPE ENCASEMENT CONCRETE PIPE ENCASEMENT NOTES:. THE FRP GRATING SHALL BE DURADEK STRONGWELL CORPORATION, SAFE-T-SPAN FIBERGRATE, OR APPROVED EQUAL. GRATING SHALL BE A MINIMUM OF 2-INCH DEEP AND HAVE A SAFETY FACTOR OF 5 BASED ON ULTIMATE STRESS. THE GRATING SHALL BE REMOVABLE AND SHALL BE CAPABLE OF SUPPORTING A UNIFORM LIVE LOAD OF 00 PSF WHILE MAINTAINING A DEFLECTION OF /4 INCH OR L/300, WHICHEVER IS SMALLER, AND BE CAPABLE OF SUPPORTING A CONCENTRATED LIVE LOAD OF 300 LBS/FT TRANSVERSE TO THE SPAN. PROVIDE INTERMEDIATE SUPPORT (36SST) AS REQUIRED. ATTACHMENT TO FRP SUPPORTING MEMBERS SHALL BE EITHER 36 STAINLESS STEEL OF FRP WITH 36 STAINLESS STEEL FASTENERS. PROVIDE CONCRETE EMBEDS AS REQUIRED. STORAGE TANK DETAILS PROJ. AS SHOWN SCALE: SHEETS 5 SM-5

16

17

18

19

20