Digitally signed by Anne Prudhel Contact Info: Carollo Engineers, Inc. Date: :06:03-07'00'

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Ambrose Barker
6 years ago
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1 Digitally signed by Anne Prudhel Date: :06:03-07'00'

2 Date: :42:34-07'00'

3 Date: :42:26-07'00'

4 Date: :42:5-07'00'

5 Date: :42:06-07'00'

6 Date: :4:57-07'00'

7 Date: :4:48-07'00'

8 Date: :4:38-07'00'

9 Date: :4:28-07'00'

10 Date: :40:45-07'00'

11 Date: :40:36-07'00'

12 Date: :40:27-07'00'

13 Date: :40:4-07'00'

14 Digitally signed by Jonathon P. Date: :40:03-07'00'

15 Date: :39:40-07'00'

16 . GENERAL NOTES CONTRACTOR SHALL FIELD VERIFY ELEVATION OF ALL EXISTING PIPING AND ELECTRICAL DIRECT BURIED CABLES PRIOR TO CONSTRUCTION. PIPING AND UNDERGROUND INFRASTRUCTURE REMAIN IN SERVICE AT ALL TIMES. PROVIDE SHORING AS REQUIRED AND PROTECT ALL EXISTING UNDERGROUND INFRASTRUCTURE FROM DAMAGE DURING CONSTRUCTION. 2. SEE SPECIFICATION 040 FOR WORK RESTRICTIONS. EXIST OVERHEAD POWER LINES 3. SEE SECTION FOR DESCRIPTION OF ITEMS TO BE DEMOLISHED. KEY NOTES 6" RW CAUTION: OVERHEAD POWER LINE. MAINTAIN MINIMUM CLEARANCE DISTANCES PER OSHA REQUIREMENTS PROVIDE TEMPORARY SHORING AS REQUIRED TO PROTECT EXISTING UTILITIES DURING DEMOLITION OF EXISTING TANK AND DURING EXCAVATION FOR NEW TANK SUB-GRADE. SEE DRAWING S-02 FOR NEW TANK SUB-GRADE REQUIREMENTS. SHORING SHALL BE IN ACCORDANCE WITH SECTION LEGEND DEMOLITION NOTE 3 INV ELEV N E INV ELEV " BFV 0" GV INV ELEV N E INV ELEV N E INV ELEV N E INV ELEV 475.9± 6" x 0" REDUCER 0" RW 0" PLUG INV ELEV N E NORTH 05/9/7 JPM CHANGED PER ADDENDUM REV DATE BY DESCRIPTION DESIGNED SAS DRAWN LGD CHECKED RJH DATE APRIL 207 DISCIPLINE ENGINEER PROJECT ENGINEER Digitally signed by Jonathon P. Date: :39:3-07'00' PROJECT MANAGER No PLAN SCALE: " = 20' MARINA COAST WATER DISTRIC T Marina Coast Water District CIVIL EXISTING SITE PLAN AND DEMOLITION PLAN 0 0' 20' 40 JOB NO. REGIONAL URBAN WATER AUGMENTATION PROJECT 7568A.0 BLACKHORSE RECYCLED WATER RESERVOIR BAR IS ONE INCH ON ORIGINAL DRAWING 0 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DRAWING NO. 55 D-0 SHEET NO. OF 93 FILENAME:

17 GENERAL NOTES. CONTRACTOR SHALL FIELD VERIFY ELEVATION OF ALL EXISTING PIPING AND ELECTRICAL DIRECT BURIED CABLES PRIOR TO CONSTRUCTION. PIPING AND UNDERGROUND INFRASTRUCTURE SHALL REMAIN IN SERVICE AT ALL TIMES. PROVIDE SHORING AS REQUIRED AND PROTECT ALL EXISTING UNDERGROUND INFRASTRUCTURE FROM DAMAGE DURING CONSTRUCTION. 2. SLOPE 6" OVERFLOW/DRAIN PIPE SUCH THAT IT PASSES BELOW THE 24" POTABLE WATER PIPING WITH A MINIMUM OF 2" OF CLEARANCE. SEE C-44 FOR CONTINUATION RESERVOIR INLET/OUTLET 2 M-02 6" OVERFLOW DRAIN. SEE NOTE " PW RESERVOIR OVERFLOW / DRAIN LINES 6" OVERFLOW DRAIN. SEE NOTE 2 5 M-03 A C-04 KEY NOTES PROVIDE TEMPORARY SHORING AS REQUIRED TO PROTECT EXISTING UTILITIES DURING DEMOLITION OF EXISTING TANK AND DURING EXCAVATION FOR NEW TANK SUB-GRADE. SEE DRAWING S-02 FOR NEW TANK SUB-GRADE REQUIREMENTS. SHORING SHALL BE IN ACCORDANCE WITH SECTION " RW POTABLE WATER BACKUP MAGNETIC FLOW METER POTABLE WATER BACKUP VERTICAL TURBINE PUMP CAUTION: OVERHEAD POWER LINE. MAINTAIN MINIMUM CLEARANCE DISTANCES PER OSHA REQUIREMENTS 905 INV ELEV N E BEND 2.0 MG BLACKHORSE RW RESERVOIR M 8" ELBOW 24" BFV FUTURE RESERVOIR CENTER OF RESERVOIR N E FLOOR EL " POTABLE WATER 8" - 90 ELBOW M-0 POTABLE WATER INLET NORTH 05/9/7 JPM CHANGED PER ADDENDUM REV DATE BY DESCRIPTION DESIGNED RRH DRAWN SJB CHECKED BH DATE APRIL 207 DISCIPLINE ENGINEER PROJECT ENGINEER Digitally signed by Jonathon P. Date: :39:2-07'00' PROJECT MANAGER No PLAN SCALE: " = 20' MARINA COAST WATER DISTRIC T Marina Coast Water District CIVIL FINISHED SITE PLAN & YARD PIPING 0 0' 20' 40 JOB NO. REGIONAL URBAN WATER AUGMENTATION PROJECT 7568A.0 BLACKHORSE RECYCLED WATER RESERVOIR BAR IS ONE INCH ON ORIGINAL DRAWING 0 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DRAWING NO. 6 C-0 SHEET NO. OF 93 FILENAME:

18 KEY NOTES 2 3 CONCRETE CURBS PER DETAIL 2/C-03. SITE PAVING PER DETAIL /C-03. INSTALL NEW CHAIN LINK FENCE TO MATCH EXIST. INSTALL PER SECTION N E N E EL RAISE VALVE VAULT AND ALL VALVE CANS RIM TO GRADE EX RIM EL = N 80 45'02" E ' PROPERTY BOUNDARY N E N 03 5'02" W 20.2' N E EL % 2% 20.5' 905 R=72' RIDGE EL R=72' R=72' 2 MG BLACKHORSE RW RESERVOIR FLOOR EL CENTER OF RESERVOIR N E RIDGE EL % 2 5'-0" 2% 904 R=50' N E EL N E EL ' N E EL N E EL N E MATCH EXISTING AC PAVEMENT ELEV FUTURE RESERVOIR TIE IN TO EXIST FENCE E ZONE HYDROPNEUMATIC PUMP STATION N E MATCH EXISTING AC PAVEMENT ELEV EXISTING ASHPHALT N 09 45'04" W 20.' N E EL FUTURE RESERVOIR EXISTING ZONE D RESERVOIR N E EL R=50' N E EL '-0" N E MATCH EXISTING AC PAVEMENT ELEV N E MATCH EXISTING AC PAVEMENT ELEV N 80 44'58" E ' N E N E EL TIE IN TO EXIST FENCE N E NORTH 05/9/7 JPM CHANGED PER ADDENDUM REV DATE BY DESCRIPTION DESIGNED RRH DRAWN SJB CHECKED RH DATE APRIL 207 DISCIPLINE ENGINEER PROJECT ENGINEER Digitally signed by Jonathon P. Date: :38:58-07'00' PROJECT MANAGER No PLAN SCALE: " = 20' MARINA COAST WATER DISTRICT Marina Coast Water District CIVIL PAVING AND GRADING PLAN AND HORIZONTAL CONTROL 0 0' 20' 40 JOB NO. REGIONAL URBAN WATER AUGMENTATION PROJECT 7568A.0 BLACKHORSE RECYCLED WATER RESERVOIR BAR IS ONE INCH ON ORIGINAL DRAWING 0 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DRAWING NO. 62 C-02 SHEET NO. OF 93 FILENAME:

19 EXIST MH EX-24" SD VERTICAL TURBINE PUMP PMP-900 NORTH " ARV PER DETAIL/P240 NOTE 2 EX-24" PW CL M TO/FROM DISTRIBUTION SYSTEM TO/FROM RESERVOIR D TOC '-6" S30 TYP " EXP JOINT (ALL AROUND CONC PUMP ENCASEMENT) NOTE '-6" 6" SD 90 ELL 9'-0" 8" FLEX COUPLING TO BLACKHORSE RW RESERVOIR NOTES: 8" x 6" ECC RDCR 2'-0" (TYP) EXTENDED PAD 2'-0" M 6" DMJT 6" FLOW METER 8" DIP 3'-4" 25'-0" 8" DMJT 8" GV 8" GV 8" x 6" ECC RDCR 8" SCV. REMOVE EXISTING BLIND FLANGE FROM 24" OUTLET AND INSTALL NEW 24" BFV. 2'-6" 2'-6" C - 2'-6" DAVIT CRANE (NOTE 4) 8'-9" 2#5x5'-0" LONG T&B S80 TYP VERTICAL TURBINE PUMP PMP "x24"x8" MJ TEE NOTE: ALL PIPING SHALL BE FULLY RESTRAINED. 8" BFV, MJxMJ 24" BF 24" BFV FLANGE X FLANGE 24" DIP B - PE X FLG SPOOL 6" SD 2" ABC (TYP) CL ELL W/ RESTRAINED MJxMJ - 8" DIP 2" EW T&B HOOK BOTH ENDS S0 TYP B P624 TYP (TYP) SECTION - SCALE: 3/8" = '-0" 8" 8" W/ MATCHING DOWELS '-0" (TYP) WATERSTOP TOC '-0" (TYP) 8" (TYP) '-0" (TYP) 3" CLEAR T&B 2" EW T&B HOOK BOTH ENDS 8" DIPW 8" FLEX COUPLING '-6" 2" ABC (TYP) SEE MCWD STANDARD DETAIL W-7 8" BFV W/ RESTRAINED MJxMJ 24" DIPW CL 477.0± 2. CORE DRILL HOLE PIPE OD + 2" MAX. INSTALL 6"X' STUB INTO HOLE AND SEAL ANNULAR SPACE WITH NON-SHRINK GOUT. 3. ALL PIPING SHALL BE FULLY RESTRAINED. 4. STATIONARY DAVIT CRANE TO BE HAND WINCH OPERATED WITH 2,200 LBS CAPACITY, AND ADJUSTABLE BOOM WITH RACHET STYLE SCREW-JACK. MAST AND BOOM ROTATION CAPABILITY OF 360. DAVIT CRANE TO HAVE EPOXY FINISH. WIRE ROPE ASSEMBLY TO BE STAINLESS STEEL AND WIRE ROPE DIAMETER OF 5/6". DAVIT CRANE TO BE MANUFACTURED BY THERN, CAPTAIN 2200 SERIES 572, MODEL 572 MI AND RACHET STYLE SCREW JACK MODEL SJ2. SUBMIT DAVIT CRANE DATA SHEET FOR REVIEW AND APPROVAL, INCLUDING ANCHOR BOLT CALCULATIONS STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. A PARTIAL PLAN C-0 SCALE: /4" = '-0" SEALANT ALL AROUND W/ BACKER ROD /4" THICK STEEL PIPE /4" x /2" ANNULAR RING 2'-9" KEY NOTE: FIELD VERIFY HOOK LOCATION OF DAVIT ARM IS DIRECTLY ABOVE PUMP BEFORE ANCHORING DAVIT BASE. " NON-SHRINK GROUT DAVIT CRANE ANCHOR BOLTS PER CRANE MANUFACTURER TOC /6 3/6 5 - #6 T&B HOOK BOTH ENDS 2" ABC 2" EW T&B HOOK BOTH ENDS S0 TYP DETAIL - SCALE: NO SCALE C SECTION - SCALE: 3/8" = '-0" 05/9/7 JPM CHANGED PER ADDENDUM REV DATE BY DESCRIPTION DESIGNED ST DRAWN AL CHECKED DATE APRIL 207 DISCIPLINE ENGINEER PROJECT ENGINEER Digitally signed by Jonathon P. Date: :38:47-07'00' PROJECT MANAGER No MARINA COAST WATER DISTRIC T Marina Coast Water District JOB NO. REGIONAL URBAN WATER AUGMENTATION PROJECT 7568A.0 BLACKHORSE RECYCLED WATER RESERVOIR CIVIL PUMP STATION PLAN AND SECTION BAR IS ONE INCH ON ORIGINAL DRAWING 0 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DRAWING NO. C-04 SHEET NO. 64 OF 93 FILENAME:

20 '-0" NORTH SEAL LANDING 2'-6" 6'-0" F - TOP/ RESERVOIR SEAL SEAL C RESERVOIR L C LADDER L LADDER CAGE LATCH HANDRAIL WITH KICK PLATE RESERVOIR SHELL ROOF RAFTER PER TANK MFR (SEE NOTES) KNUCKLE 3'-0" INTERIOR LADDER G - RAFTER END SUPPORT LADDER RUNGS SHALL HAVE A NON-SLIP SURFACE HINGE THIS SIDE BRACKET FOR SAF-T-CLIMB EXTENSION UNDERSIDE OF HATCH COVER /2" WELDED STL HANDRAIL. COAT TO MATCH TANK EXTERIOR. 32'-0" COATED STEEL LADDER SUPPORTS AS REQ'D BY MANUFACTURER INTERIOR LADDER w/ ST STL "SAF-T-CLIMB" DEVICE w/removable EXTENSION SECTION OR EQ EXTERIOR LADDER W/ ST STL "SAF-T-CLIMB" DEVICE BOTTOM 7' OF CAGE SHALL BE A SINGLE PIECE WITH HINGES THAT SWINGS OPEN TO ACCESS THE LADDER. A RECESSED HASP SHALL BE WELDED TO THE CAGE TO ALLOW A PADLOCK TO BE INSTALLED TO LOCK THE BOTTOM PIECE WHEN CLOSED. NOTES:. ALL RAFTER FAYING SURFACES SHALL BE SEAL WELDED. 2. ROOF RAFTER LATERAL BRACING SHALL BE STRUCTURAL STEEL CHANNELS OR ANGLES WITH WELDED CONNECTIONS. THREADED CONNECTIONS SHALL NOT BE USED. 3. GUARDRAIL NOT SHOWN. S-02 SCALE: 3/4" = '-0" FILE: 7568A0_S-40 S-0 SCALE: 3/8" = '-0" FILE: 7568A0_M-03 NOTES:. ALL ITEMS SHOWN BY MANUFACTURER EXCEPT CONCRETE RING WALL FOUNDATION. TANK SHELL INSIDE FACE NOTE - SCALE: 3/8" = '-0" FILE: 7568A0_M-304 TANK SHELL W/ SPECIAL OPENING AS REQUIRED THICKNESS AS REQD 6" 3'-6" 2'-0" /8" THICK x 30" ID x 3'-2 3/4" OD DUROMETER GASKET MATERIAL BETWEEN FLANGE AND COVER 28- /4"Ø TYPE 304 ST STL BOLTS, NUTS, AND WASHERS 2'-2 3 4" O.D. 3'-0" BC 3 4 " OUTSIDE REINFORCEMENT INSIDE REINFORCEMENT 2 " 6" CLEAR 8" 4 " ST STL COVER. TORSION BAR ASSISTED 3/6 3/6 RESERVOIR SHELL COATED STL LADDER BY MANUFACTURER S-0 SCALE: /2" = '-0" FILE: 7568A0_M SCALE: 3/8" = '-0" FILE: 7568A0_M /9/7 JPM CHANGED PER ADDENDUM REV DATE BY DESCRIPTION DESIGNED EQ DRAWN SJB/AL CHECKED TWP DATE APRIL 207 DISCIPLINE ENGINEER No PROJECT ENGINEER Digitally signed by Jonathon P. Date: :37:47-07'00' Digitally signed by Edgardo Quiroz Date: :55:53-07'00' PROJECT MANAGER No MARINA COAST WATER DISTRIC T Marina Coast Water District JOB NO. REGIONAL URBAN WATER AUGMENTATION PROJECT 7568A.0 BLACKHORSE RECYCLED WATER RESERVOIR STRUCTURAL RESERVOIR PLAN, SECTIONS AND DETAILS BAR IS ONE INCH ON ORIGINAL DRAWING 0 " IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DRAWING NO. 69 S-03 SHEET NO. OF 93 FILENAME:

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

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223 PROJECT LOCATION: 95 NOCATEE PARKWAY PONTE VEDRA, FL. 38 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida 32223 NOT TO SCALE 904-262-42 sm sm ON DRAWING WHERE SECTION OR