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North U S 1 Water Transmission Main - Construction Plans - 11-20-1990• CONSTRUCTION PLANS FOR THE NORTH U.S. jjwATER TRANSMI1 SS o L ir woo,/ MAYOR DAVID L. MITCHUM COUNCIL MEMBERS MAIN GIGI BENNIIS GTON RUSSELL A. GOLD THOMAS A. FISH DANNY K. HAYFIELD UTILITIES SUPERINTENDENT TERRY A. WADSWORTH PREPARED FOR: CITY OF EDGEWATER, FLORIDA PROJECT NO. 87=400-30 DECEMBER 1990 DYE,R, RIDDLE, M....-11,LS, 8c PRECOURT ENGINEERS* SURVEYORS*PLANNERS ORLANDO, TAMPA, & JACKSONVILLE, FLORIDA INC. A ABD. ABANDON OR ABANDONED AC. ACRE ACCMP ASPHALT COATED CORRUGATED METAL PIPE ACP ASBESTOS CEMENT PIPE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHD AHEAD AL ALUMINUM ALT. ALTERNATE APPROX. APPROXIMATE ARCH. ARCHITECTURE ARV AIR RELEASE VALVE ARW AIR RELEASE VACUUM VALVE ASPH. ASPHALT ASSY. ASSEMBLY AVE. AVENUE A/C AIR CONDITIONING AUTO AUTOMATIC B BL BASE LINE BOC BACK OF CURB B.F. BLIND FLANGE BFV BUTTERFLY VALVE BK. BACK BLDG. BUILDING BLK BLOCK B.M. BENCH MARK BOT. BOTTOM BRG. BEARING BS BLACK STEEL PIPE B.C.V. BALL CHECK VALVE B.V. BALL VALVE C C & G CURB AND GUTTER CL CENTER LINE C.B. CATCH BASIN CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CIP CAST IRON PIPE CISP CAST—IRON SOIL PIPE C.J. CONSTRUCTION JOINT CIR. CIRCUIT CL CLASS Cm CLEAR/CLEARANCE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH C.M.U. CONCRETE MASONRY UNIT CND. CONDUIT C.O. CLEANOUT CO. COMPANY COL COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCT/CONSTRUCTION CONT. CONTINUOUS COORD. COORDINATE COR. CORNER CPLG. COUPLING CPVC CHLORINATED POLYVINYL CHLORIDE CTR. CENTER CAN CABLE TELEVISION CULV CULVERT CY CUBIC YARD CYL CYLINDER CU.FT. CUBIC FEET CU.IN. CUBIC INCHES C.V. CHECK VALVE C.L.F. CHAIN LINK FENCE D D DEGREE OF CURVATURE DBL DOUBLE DET. DETAIL D.F. DRINKING FOUNTAIN D.I. DUCTILE IRON/DROP INLET DIA. DIAMETER DIAG. DIAGONAL DIM. DIMENSION DIP DUCTILE IRON PIPE DISCH. DISCHARGE DEN. DRAIN DWG. DRAWING DWV DRAIN, WASTE AND VENT D/W DRIVEWAY DIFF. DIFFUSER E E EAST EL EASEMENT LINE EA. EACH ECC. ECCENTRIC EF EACH FACE EL ELEVATION ELEC. ELECTRIC/ELECTRICAL ELP. ELLIPTICAL ENC. ENCASEMENT ENGR. ENGINEER EOP EDGE OF PAVEMENT ESMT. EASEMENT EST. ESTLMENT/ESTIMATED E.W. EACH WAY EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR/EXTENSION EFF. EFFLUENT EQUIP. EQUIPMENT F F.L FLOW LINE FAB. FABRICATE F.C.V. FLOW CONTROL VALVE F.D. FLOOR DRAIN F.F. FINISHED FLOOR F.G. FINISHED GRADE F.H. FIRE HYDRANT FIG. FIGURE FL FLOOR/PLOOR LINE FLG. FLANGE FM FORCE MAIN FIN. FINISH FRP FIBERGLASS REINFORCED PLASTIC FT. FEET/FOOT FTG. FOOTING FUT. FUTURE FV FOOT VALVE FS FLOOR STAND G GA, GAUGE GAL GALLON GALV. GALVANIZED GAS GAS MAIN GND. GROUND GPD GALLONS PER DAY GPM GALLONS PER MINUTE G.S. GALVANIZED STEEL GV GATE VALVE H H.B. HOSE BIBS H.D. HEAVY DUTY HOA HAND/OFF/AUTO HORIZ. HORIZONTAL HP HORSEPOWER HR. HOUR HT. HEIGHT HVAC HEATING, VENTILATION AND AIR CONDITIONING H.W.L HIGH WATER LEVEL HWY HIGHWAY HYDR. HYDRAULIC I.D. INSIDE DIAMETER IN. INCHES INT. INTERSECTION INV. INVERT I.P. IRON PIPE IRR. IRRIGATION INF. INFLUENT J J.B. JUNCTION BOX J.T. JOINT L LAT. LATERAL LAV. LAVATORY LB. POUND L.F. LINEAR FEET LT. LIGHT POLE L.S. LIFT STATION L.W.L. LOW WATER LEVEL LVR LOUVER LAB LABORATORY M MATL MATERIAL MAX. MAXIMUM M.B. MACHINE BOLT MCC MOTOR CONTROL CENTER M.E. MITERED END MECH. MECHANICAL MFR. MANUFACTURER MGO MILLION GALLONS PER DAY M.H. MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS M.J. MECHANICAL JOINT MOD. MODFY/MODIRED MON. MONUMENT M.W. MANWAY M.W.L. MEAN WATER LEVEL N N NORTH N & C NAIL AND CAP N/A NOT APPLICABLE N. C, NORMALLY CLOSED N.E. NORTHEAST NIC NOT IN CONTRACT NO. NUMBER N.O. NORMALLY OPEN NOM. NOMINAL NPT NATIONAL PIPE THREAD N.R.S. NON —RISING STEM N.S. NEAR SIDE N.T.S. NOT TO SCALE N.W. NORTHWEST NY. NYLON TUBING 0 O.C. ON CENTER O.D. OUTSIDE DIAMETER O.H. OVERHEAD OPP. OPPOSITE OPT. OPTIONAL O.S.Y. OUTSIDE SCREW AND YOKE O.D.P. OPEN DRIPOFF P PL PROPERTY LINE PC POINT OF CURVATURE P.C.M. PERMANENT CONTROL MONUMENT PE POLYETHYLENE P.G. PRESSURE GAUGE PI POINT OF INTERSECTION PL PLATE PLAS. PLASTIC/pLASTER POLY. POLYETHYLENE —LINED DUCTILE IRON POB POINT OF BEGINNING P.O.J. PUSH ON JOINT P.P. POWER POLE PRESS. PRESSURE PROP. PROPOSED P.R.V. PRESSURE REDUCING VALVE P.S.F. POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSG POUNDS PER SQUARE INCH GAUGE PSIA POUNDS PER SQUARE INCH ABSOLUTE PT POINT OF TANGENCY P.V. PLUG VALVE PVC POLYVINYL CHLORIDE/POLYVINYL CHLORIDE PIPE PVMT. PAVEMENT PWR. POWER PPM PARTS PER MILLION P.S. PUMP STATION PWL PEAK WATER LEVEL A � Q FLOW RATE R R RADIUS R/W RIGHT OF WAY RBR. RUBBER HOSE R. C, REINFORCED CONCRETE R.C. BOX REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RCPA REINFORCED CONCRETE PIPE ARCH RD. ROAD RED. REDUCER RM. ROOM RPM REVOLUTIONS PER MINUTE REBAR RDNFORCING STEEL R.DRN. ROOF DRAIN REF. REFERENCE REINF. REINFORCE/REINFORCED RPMP REINFORCED PLASTIC MORTAR PIPE REIN. REMOVE/REMOVABLE REQD. REQUIRED R1V. RIVETED R.J. RESTRAINED JOINT RND. ROUND R.R. RAILROAD RT. RIGHT R.V. RELIEF VALVE R.W.L. RAW WATER LINE S S SOUTH S_ SLOPE (FT/FT) SAN. SANITARY SCHED. SCHEDULE S.E. SOUTHEAST SECT. SECTION SGL SINGLE SHLD. SHOULDER SHT. SHEET/SHEETING SIG. SIGNAL SIM. SIMILAR SLV. SLEEVE S.M. SHEET METAL SOF. SOFFIT SOLV. SOLENOID VALVE SP. SPACE SPCG. SPACING SPEC. SPEClFICA nON SPRT. SUPPORT SQ SQUARE S.S. SANITARY SEWER S.STL STAINLESS STEEL ST. STREET STA. STATION STD. STANDARD STK. STAKE STL STEEL STLP STEEL PIPE STR. STRAIGHT ST.S. STORM SEWER SURF. SURFACE sm SERVICE S.W. SOUTHWEST SYM. SYMMETRICAL STRUCT. STRUCTURAL DATE T T & B TOP & BOTTOM TA TOP OF BEAM T/P TOP OF PIPE TAN. TANGENT T.O.B. TOP OF BANK T.B.M. TEMPORARY BENCH MARK T.O.C. TOP OF CURB T.E. TOTALLY ENCLOSED T.E.F.C. TOTALLY ENCLOSED, FAN COOLED TEL. SHONE TEMP. TEMPORARY/TEMPERATURE T.E.N.V. TOTALLY ENCLOSED, NON —VENTILATED THD. THREAD/THREADED THK. THICK TN.O. TURNOUT T.O. TOP OF. TOT. TOTAL T.P. TELEPHONE POLE TR. TREAD OF STAIR T.R.A. TIE ROD ASSEMBLY T.S. TUBE STEEL TYP. TYPICAL TRANS. TRANSFER T.V. TELEVISION U U.D. UNDERDRAIN U.G. UNDERGROUND U.G.P. UNDERGROUND POWER ULT. ULTIMATE U.O.N. UNLESS OTHERWISE NOTED U.P. UTILITY POLE U.T.C. UNDERGROUND TELEPHONE CABLE UTIL UTILITY UN. UNION V VAC. VACUUM VAR. VARIES V.C. VERTICAL CURVE VCP VITRIFIED CLAY PIPE VEL VELOCITY VERT. VERTICAL Y.F.D. VARIABLE FREQUENCY DRIVE V.P.C. VERTICAL POINT OF CURVATURE V.B. VALVE BOX VOL VOLUME W W WEST W/ WITH (COMBINED FORM) W/0 WITHOUT W.C. WATER CLOSET (TOILET) W.C.O. WALL CIRANOU T W.F. WIDE FLANGE W.G. WATER GAUGE W.H.C. WELDED HALF COUPLING W.L. WATER LINE WM WATER MAIN W.P WATER PROOF W.S. WATER SURFACE W.S.EL WATER SURFACE ELEVATION WSP WELDED STEEL PIPE WT. WEIGHT W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH WTP - WATER TREATMENT PLANT WWTP WASTEWATER TREATMENT PLANT WP-1 WEATHER PROTECTED-1 Y YR. YARD(S) FLOW STREAM IDENTIFICATION ADS AEROBICALLY DIGESTED SLUDGE AHP AIR HIGH PRESSURE ALP AIR LOW PRESSURE BWW SPENT FILTER BACKWASH WATER BYP BY-PASS CFE CHLORINATED FILTER EFFLUENT CG CHLORINE GAS (PRESSURE) CGV CHLORINE GAS (VACUUM) CS CHLORINE SOLUTION DEC DECANT DR DRAIN PROCESS FE FILTER EFFLUENT FIL ROTARY DRUM FILTRATE FM FORCE MAIN FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FWW CLEAN FILTER BACKWASH WATER GR GRIT ML MIXED LIQUOR NPW NON -POTABLE WATER PDR PLANET DRAINAGE RETURN PLE PLANT EFFLUENT PTS PRETHICKENED SLUDGE PW POTABLE WATER RAS RETURN ACTIVATED SLUDGE REC RECYCLE RET DRAINAGE RETURN TO HEADWORKS RS RAW SEWAGE SE SECONDARY EFFLUENT SSM SECONDARY SCUM SUP SUPERNATANT TWAS THICKENED WASTE ACTIVATED SLUDGE UD UNDERDRAIN V VENT WAS WASTE ACTIVATED SLUDGE REVISIONS PLANT CONSTRUCTION FITTING & PIPING SYSTEM --�-- EXISTING PIPE --=77)— NEW PIPE � --�---� EXIST. PIPE TO BE ABANDONED Woonow EXIST. PIPE TO BE REMOVED —�— WELDED JOINT ---�— GROOVED END JOINT —�— --+r-- FLANGED JOINT —— --�l-- MECHANICAL JOINT —�— --E-- BELL do SPIGOT JOINT HUB do SPIGOT JOINT (RUBBER GASKET) —— �— BALL JOINT --�— --�#— FLANGED COUPLING ADAPTER nn --— �� GROOVED ADAPTER FLANGE --��-- ---i�-- FLEXIBLE COUPLING FLEXIBLE COUPLING WITH THRUST TIES Fill 1 —— --�+— STEEL BELLOW XP JOINT —'*em — ELASTOMER BELLOWS XP JOINT �— �— ELBOW UP (FLANGED) in ELBOW �+-- ELBOW DOWN (FLANGED) --—--�e+-- TEE UP (FLANGED) — — --�— TEE GOWN (FLANGED) — LATERAL UP (FLANGED) -- —--}++-- LATERAL DOWN (FLANGED) --�— --�— CONCENTRIC REDUCED (FLANGED) --�— --�— ECCENTRIC REDUCER (FLANGED) —�--�I--- UNION —�-- b--s—s EXIST. PIPE THAT WAS ABANDONI PRIOR TO THIS CONTRACT VALVE SYMBOLS —D4— GATE —�- -+P+- — BUTTERFLY --t�- -j^„�- PLUG �— --i'�-CHECK ---hl— _ IN —LINE PRESSURE RELIEF ----��'J--�— NEEDLE —+i�-- -�— DIAPHRAGM SOLENOID ►�i —�-- BALL —� CONTROL --� IFCV—FLOW CONTROL PRV—PRESSURE REDUCING PSV—PRESSURE SUSTAINING FLANGED J( VALVE SYMBOL DESIGNEDCADD BY DRAWN BY — CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD FILE NAME EXAMPLE DOUBLE LINE M = ELEC. MOTOR P = PNEUMATIC CYL. H = HYDRAULIC CYL. CIVIL CONSTRUCTION EXISTING BASELINE �— RIGHT OF WAY R/W PROPERTY LINE EASEMENT LINE — CENTERLINE q — SPOT ELEVATION X 79.5 CONTOUR 75—-- WATER MAIN SIZE — _ — — —8"WM — — — — SANITARY SEWER SIZE STORM SEWER SIZE — — — -- —24"RCP- — — — FORCE MAIN SIZE — — — ——4"F.M. — — — — GAS MAIN SIZE — — — — —2"GAS — — — — UNDER DRAIN SIZE — — — — — 60U.D.— — — -- CABLE TELEVISION, — — CAN — — BURIED UNDERGROUND ELECTRIC — — — U.E.C.— — -- CABLE OR CONDUIT CABLE — — — U.T.C.— — — UNDERGROUND CONDUIT —-U.T.C.N.D: — — TELEP H ON E DUCT — —--U.T.D. — UTILITY POLES — OE ---�-- —�- <- POWER TELEPHONE LIGHT SURVEY REFERENCE CONC.MON. IRON PIPE — — — VALVE SYMBOL VALVES SIZE,TYPE 6"GV WATER METER ❑ —11 FIRE HYDRANT SIZE TYPE STA.1O+15 RT 20" S WALE INVERT —�- - �- -- -�- PIPE CULVERT 240CMP DIRECTION OF FLOW ASPHALT PAVEMENT ASP-. CONCRETE PAVEMENT CONC. SIDEWALK DRIVEWAY TRAVELED WAY SHELL MISC. STRUCTURE L— FENCE----x----X---- 04 � TREES naw Dw - , a, %S PALM SHRUB OR HEDGE EDGE OF WOODED AREA --- MANHOLE, DRAINAGE STRUCTURE ❑ DENOTES SHEET NO. SECTION SHOWN ON DENOTES SECTION NO. IDENTIFICATION SCALE: DENOTES SHEET NO. SECTION TAKEN FROM NEW PIPE DESIGNATION 8" DIP FORCE MAIN NOMINAL PIPE DIA.(IN.) — —, PIPE MATERIAL (IF SHOWN FLOW STREAM IDENTIFICATION (IF SHOWN) PLAN — WATER SURFACE SECTION v "' T"' �" MISC. UTILITY TYPE U.E.C. FIRE HYDRANT Ap LOCATION STA.10+15 RT 200 6" P LU G VALVE VALVE SIZE, TYPE — TYPE, STATION 10+Q0 26+ 0 CONSTRUCTION LINE TOP OF EMBANKMENT ARROWS POINT DOWN SLOPE T T T CONTOUR ELEVATION 6 5. 0 MANHOLE, DRAINAGE STRUCTUREhL ■ DIRECTION OF FLOW SWALE INVERT FENCE SPOT ELEVATION x37.2 TO BE REMOVEDT MISC. STRUCTURE DRAFTING LEGEND DENOTES SHEET NO. SECTION SYMBOL SECTION SYMBOL NAME DATE DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS 8740511 ORLANDO - TAMPA DETAIL SHOWN ON SEE DETAIL (Ec DENOTES DETAIL LETTER IDENTIFICATION DETAIL SYMBOL DENOTES SHEET DENOTES SHEET NO. SECTION N0. DETAIL SHOWN SHOWN ON ON DETAIL 9 SCALE: J A DENOTES SECTION DENOTES DETAIL NO. IDENTIFICATION LETTER IDENTIFICATION DENOTES SHEET —' NO. DETAIL TAKEN FROM DETAIL SYMBOL PROJECT tJ0. 87-400.30 ABBREVIATIONS AND LEGEND DATE -- DEC. 1990 SCALE CITY OF EDGEWATER, FLORIDA NONE _ NORTH U.S. 1 WATER TRANSMISSION MAIN SHEET ? OF _ N '� (rif i z•,- �: „•i,••'? A -:17— ',.•f.t,� r-T-,—TT-iTi nTi'T f r':�i??1'Ml•tr— 7-rL 7i_r?17Y r—ol LOCATION MAP r SHEET INDEX SHT. NO. DESCRIPTION 1 PROJECT COVER SHEET 2 ABBREVIATIONS AND LEGEND 3 GENERAL INFORMATION 4 WATER TRANSMISSION MAIN - PLAN SHEET 5 WATER TRANSMISSION MAIN - PLAN SHEET 6 WATER TRANSMISSION MAIN - PLAN SHEET 7 WATER TRANSMISSION MAIN - PLAN SHEET 8 WATER TRANSMISSION MAIN - PLAN SHEET 9 DETAILS 10 DETAILS 11 SPECIAL DETAILS GENERAL NOTES 1. ALL UTLITIES SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES WHICH ARE DIRECTLY INVOLVED IN TH CONSTRC- TION AND WITHIN THE LIMITS OF WORK. 2. UNLESS OTHERWISE NOTED, A MINIMUM OF 36" OF COVER SHALL BE MAINTAINED OVER ALL INSTALLED PIPE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SUPPORT OF ADJACENT UTILITIES POLES AND COORDINATION OF SUCH WITH UTILITY COMPANIES. 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS AND MUCK ENCOUNTERED SHALL BE REPLACED WITH ACCEPTABLE BACKFILL. =7 0 A a1 I II 0: to n 1 _ 30" RCP --- _ _- - -- - _ - - - - ---- WM a. N Q INSTALL 8" PVC a- z WATER MAIN M IA X r .J INSTALL FIRE HYDRANT SEE DETAIL ,l - - ---� U.S.--1---- ---- --- - - --- -- -- V fKt -- - --- --24" RCP - _oftwftft� 4;�b Q/ U � U W Z ZZ L) 24 RCP -- -- -- -- -- -- -- -- -- -- -- -INSTALL FIRE HYDRANT o R/W LINE AND EDGE SEE DETAIL 9 F/i OF 5' SIDEWALK B `n --- ----- --_ ------�----- .. --mot- U.S.-1 .- III %� M/�oJF,a�ze�6Js p ��e n W I Z 3 ' � I > t� EVERGREENII fl� �ST. INSTALL 22-1 /2' BEND Z CL Y cV � w w Z cfl INSTALL 8" PVC WATER MAIN N, R/W LINE AND EDGE OF 5' SIDEWALK I DD NAME DATE -- -- — - ---- NED BY MHS N BY DYER, RIDDLE, MILLS & PRECOURT, INC. KED BY RDW - - - -- -- - --�-- ---ENGINEERS • SURVEYORS •SCIENTISTS •PLANNERS OVED BY DLA DATE REVISIONS REVISED BY CHECKED BY ICADD FILE: iAME 874040C OR LAN DO - TAM PA q W z U F _—RAW PROJECT NO. 87 — 400.30 U.S.-1 WATER MAIN DATE DEC. 1990 SCALE CITY OF ED G EWATER, FLORIDA I„ =20' NORTH U.S. I WATER TRANSMISSION MAIN SHEET 5� OF 11 NOV 2 0 1�yV Alms I Is lov 6 �� v I • Ld z C) Q • 2''V�.q)ve, - - - CADD NAME DATE MHS JS RDW - -- - DATER, RIDDLE, :TILLS & PRECOURT, INC. DESIGNED BY DRAWN BY CHECKED BY - -- - - - ENGINEERS • SURVEYORS • SCIENTISTS • PLANNERS APPROVED BY DLA O R LA N D 0 -- TAMP A DATE RE VISIONS RE'�'ISED BY CHECKED B`' CADIi FILE NAME 8740405 PROJECT NO. 87-400.30 U-S.-1 WATER MAIN DATE DEC. 1990 SCALE CITY OF EDGEWATER, FLORIDA 1"-20' NORTH U.S. 1 WATER TRANSMISSION MAIN SHEET _�.. OF _ 0%xi 9 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE SEE NOTE 2 RESILIENT SEAT M. J. GATE VALVE MAIN —� 6" BEDDING ROCK VALVE COLLAR IN UNPAVED AREAS SEE DETAIL s ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON � OPERATING NUT NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. DETAIL- GATE VALVE AND BOX N.T.S. TRENCH LIMITS �5��'�Z'rri.L� • � I ' ��?rrl.�/.:� Co z_ BARS ALL AROUND m _ _ MIN. 2 CLEARANCE AROUND PIPE.) 6" MIN. (TYP.) 4" x 4" x 1 2" BEARING PLA E (TYP.) #4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2" PVC SLEEVE NOTES: ' 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: WATER MAIN P.S.I. FORCE MAIN _P.S.I. HYDRANT OPERATING NUT HOSE NOZZLE 24" x 24" x 6" THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 2 2 — # 4 AT 9" O.C. AL AROUND COMPACTED BACKFILL SEE NOTE 3 - 6" BEDDING ROCK M J ANCHORING - COUPLING TIE RODS INCLUDING NUTS AND WASHERS (SEE SCHEDULE BELOW) MECHANICAL JOINTS SEE TRENCH DETAILS FOR PIPE BEDDING REQUIREMENTS SCHEDULE OF DEMENSIONS do MATERIALS (WATER MAIN) PIPE DIMENSIONS M RODS REQ'D SIZE (INCHES) A B C D DIA. NO. NOTE: "= &M AWAs TO BE COMRM ON eW OF us. Ps = nr sm m wwr eENW. DETAIL- THRUST COLLAR N.T.S. Aq RFn'n VALVE COLLAR SEE DETAIL rg c M J HYDRANT ANCHORING TEE RESILIENT SEAT GATE VALVE AND BOX SEE DETAIL s NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE CONTRACTOR MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM. DETAIL- FIRE HYDRANT ASSEMBLY N.T.S. FINISHED GRADE 4„ MAX. PREMOLDED PLASTIC JOINT FILLER 5" WALLS (MIN.) PIPE PLUG (TYP.) — 2� NIPPLE - 2" GATE VALVE 2" NIPPLE FITTINGS AND ---- PIPE FOR A. R.V. SHALL BE BRASS -n BEDDING ROCK 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD 4 BARS ALL 3" DIA. BRONZE PR.UBLE" M ER BOX TAMP AS R Q'D ROUND DISC ANCHORED IN^ A 1I1AI ` SEE NOTE 1 CONC. PAD STAMP SIZE OF VALVE AS REQ'D. TYPE OF VALVE SERVICE WAM, L-20 DIRECTION & NO. OF TURNS TO OPEN .. . o : r.• _• � • q . ,. • . .• • •. • �- . WATER � • • •• •' ° .• �• •. .: .. VALVE BOX ' AND COVER TYP 2500 P.S.I. " CONCRETE MIN. ANCHORS TOP FLUSH WITH FINISHED GRADE VALVE BOX AND COVER (TYP.) L- 2" (MIN.) UNIMPROVED CONDITION IMPROVED CONDTITION ASPHALT SURFACE BASE 4" x 4' x 18" LONG MIN.) PRECAST POST ITH 3" DIAMETER BRONZE DISC SET IN GROUT AS SHOWN ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 12" AND LARGER. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. 4' Y 4' PRF( AST DETAIL- VALVE COLLAR 9 N.T.S. CAST IRON FRAME AND COVER WITH ACCESS LID. GROUT — 2" VALVE (TYP.) — 2" PORT WITH THREADED PLUG —CUT OUT FOR FORCE MAIN OR WATER MAIN AS REQUIRED — SEE NOTE 1 — SERVICE SADDLE PER SPECIFICATIONS �---- 8� x 16" REINFORCED CONCRETE FOOTING. CAST MONOLITHIC W/ RISER NOTES: 1. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. UNLESS APPROVED BY THE ENGINEER. DETAIL- AIR OR COMBINATION AIR/ RELEASE VALVE N.T.S. NOTES: . ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. DETAIL- BLOWOF'FVALVE N.T.S. CROWN TRENCH IN UNIMPROVED AREAS 3' MIN.) (SEE TYPE B EDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) COMMON FILL TRENCH WIDTH VARIES W/ SIZE OF PIPE SEE NOTE 4-\. * _ , PIPE O.'D. FINISHED GRADE r E N Y � z L U w W �v 12" TYP. / SELECT cr COMMON o W SELECT COMMON �/� FIL Ea 0 FILL m z BEDDING ROCK - o / rn \ PIPE BEDDING (SEE NOTE 8 & 9) UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL. COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION, 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW FOR SEWERS. 7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE ENGINNER. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND C MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE ENGINNER SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DETAIL -TYPE A BEDDING AND TRENCHINGr�l 0 N.T.S. _ e TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS 3 MIN. FINISHED GRADE SEE NO 8) lo 2-11 SEE NOTE 4 �, cn COMMON FILL PIPE O.D. 12" . TYP ( ) SELECT z '- ��j 1-� COMMON o 0FILL ///� co z UNDISTURBED EARTH SEE NOTE 3) Nz NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF OF FLOW FOR SEWERS. 7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH SPECIFICATIONS. ROAD SURFACE RESTORATION SHALL COMPLY WITH SPECIFICATIONS. DETAIL -TYPE B BEDDING AND TRENCHING N.T.S. EARTH UNDISTi f "rr CONCRETE ARCH SHEETED TRENCH 10" MIN. SEE NOTE 1 (TYP.) SHEETED TRENCH UNSHEETED TRENCH _ • �. i n" ►ilm 1 0 ne e ,--SEE NOTE 1 (TYP.) 2500 PSI CONCRETE SHEETING BEDDING ROCK UNSHEETED TRENCH "D" �► SEE NOTE 1 (TYP.) MIN K FULL ENCASEMENT --- SIDES CAN / BE FORMED f 2500 PSI CONCRETE - UNDISTURBED EARTH NOTES: SHEETING \`�% 1.(*): 15" MAX. FOR P P I TSIDES CAN " PIPE DIAMETER LESS THAN BE FORMED 24 , AND 24 MAX. FOR PIPE DIA. 24 AND OVER. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. "D" / 4 - 3. "T" REFERS TO THE THICKNESS OF THE PIPE WALL " " 2500 PSI 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL D 2 '/// :. / ENCASEMENT TO BE DETERMINED IN THE FIELD AS CONCRETE DIRECTED BY THE ENGINEER. �/' ° . ; " : , 5. REFER TO THE SPECIFICATIONS FOR SHEETING AND 6" MIN. ,/� , , ,\ �-- UNDISTURBED EARTH BRACING IN EXCAVATIONS. CRADLE OR HALF ENCASEMENT UNDISTUPDr-r"\ SOIL (TYI EDGE OF TRENCH (TYP.) DETAIL- CONCRETE ARCH AND ENCASEMENT N.T.S. AREA FOR PLUG CROSS W PLUG WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.)-- CONCRETE THRUST BLOCK (TYP.) \2Al' BENDS OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) Is TRENCH WIDTH = X mi THRUST - _ FITTING $� MIN. DATE TYPICAL SECTION REVISIONS CROSS W/ )GE OF TENCH YP.) THRUS BLOCK AREA SQ. FT.) CONCRETE THRUST BLOCK AREA FOR TEE TEE AREA FOR �- 450 BEND A WYE SCHEDULE FOR WATER MAIN THRUST BLOCKS PIPE SIZE (INCHES) 90 BEND (SQ FT) 45 BEND (SQ FT) 22-1 /2 BEND (SQ Fr) 11-1 /4 BEND (SQ FT) TEE k PLUG (SQ DESIGN PRESS (PSI) 3 4 6 s 10 12 rro�: niRt= SIM WAS M 9E CfluPUU ON UM of ems. PM SO. Fr. Sou. RE51TOW DETAIL- THRUST BLOCKS N.T.S. CADD NAME DATE - - DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CHECKED BY CADD -ILE NAME 8740513 WOOD BLOCKING (TYP.) AREA FOR PLUG TEE W/PLUG AREA FOR TEE AREA FOR PLUG TEE W/ END PLUG 8" CONCRETE #3 BAR MAT #50 60/100FT2 SLAB OR WIRE FABRIC EXIS BASE NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUIT THE SPECIFIC FITTING ARRANGEMENT 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. DYER, RIDDLE, MILLS & PRECOURT, INC. ENGINEERS *SURVEYORS *SCIENTISTS *PLANNERS ORLANDO - TAMPA AND BASE ;ONCRETE SAW. 1 1 /2" JG ;E r WITH AND LAYERS IN THE NOTE: THE CONTRACTOR WILL PROMPTLY FILL OPEN -CUT TO ALLOW TRAFFIC TO PASS FREELY AND SAFELY. IF PERMANENT RESTORATION IS TO BE DEFERRED THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY CONDITION TO THE RESIDENT INSPECTOR'S SATISFACTION. DETAIL - STANDARD ROADWAY OPEN CUT 10 N.T.S. NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED ON DRAWINGS 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPrl AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: WATER MAIN P.S.I. FORCE MAIN P.S.1. SOIL DESIGNATION LAYING CONDITIONS 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN 1N PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25 MINIMUN LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) (WATER MAIN) PIPE SIZE 6" 8" 10" 12" 16" 20" 24" 30" 3 6" 900 BEND 450 BEND 22-1 /2" BEND 11-1/4° BEND PLUG OR BRANCH OF TEE RESTRAINED PIPE TABLE N.T.S. DETAILS CITY OF EDGEWATER, FLORIDA NORTH U.S. 1 WATER TRANSMISSION MAIN PROJECT NO. 87-400.30 DATE DEC. 1990 SCALE AS SHOWN SHEET OF �OV EXISTING PIPE TO BE TAPPED � NEW PIPE L'" TAPPING SLEEVE . VVNL-V EXISTIP'^ IAIATl r'rI 0 DETAIL -CONNECTION > > N.T.S. q 0 DETAIL -CONNECTION > > N.T.S. E !%"1 1J CTUC-1 TREAD) ;S (MJ) STEEL (THREAD x THREAD) EXISTING WATER LINE ' EXISTING PIPE TO BE TAPRED CROSS DETAIL-CONNECTION N.T.S. g NEW PIPE „ „ , „�G VALVE (TYP.) J "Ir-%A/ nlnl-' -rA nnrr-, --rr I I IN DETAIL -CONNECTION > > N.T.S. � TEEL (THREAD x THREAD) EXISTING WATER LINE EXISTING WATER LINE ('^' `/. STL. COUPLING BEAD x THREAD) GATE VAL\ MJ PLUG TAPPED TI_L Llvlv) DETAIL-CONNECTION N.T.S. p EADED GALV. =L NIPPLE 40, 2 0 gnlo