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1-112"A.C. PLACED AT <br /> VALVE BOX PER TIME OF STREET 6"TYP. <br /> C.O.S. STANDARD CONCRETE COLLAR z � THREADED NIPPLE DUAL CONNECTION FDC <br /> N CONSTRUCTION. <br /> © B FINISHED GRADE 1F 777T <br /> DRAWING 99 IN THE STREET AREA 00 N <br /> 30" 30" C a D <br /> 15 TYPICAL ° ° a C o °° 91, <br /> C7.O C C a C C D D D D D o <br /> ° ° <br /> BOLLARD LAYOUT <br /> ° C /�\��/j <br /> a /X, o mid <br /> j UL/FM SWING CHECK VALVE <br /> 10'MINIMUM //i <br /> STABILIZE PIPE WITH <br /> HYDRANT BODY. ow , S I E G F R I E D <br /> 4"BLIND FLANGE 2'x2'x6"CONIC. PAD <br /> SEE SPECIFICATIONS FOR OUTLET 3' MINIMUM ° i % DIRT LEG W/12" <br /> Q w/2"GALV PLUG <br /> GALV. NIPPLE W/ 3428 Brookside Road <br /> Lu M <br /> 24"FROM FACE 0 Of ° ° / GALV.CAP Stockton,California 95219 <br /> z) MAIN LINE TEE EXTENSION <br /> OF CURB TO N v WITH 4" FLANGE c.l 4" FLANGED SPOOL FINISHED GRADE 209-943-2021 <br /> -0214 <br /> BLUE LEADING EDGE BITUMINOUS COATING Fax: 209-942eng.c <br /> POINTING DOWN <br /> PAVEMEN OF HYDRANT Q APPLIED TO GALVANIZED www.siegfriedeng.com <br /> MARKER <br /> BREAK OFF 4" FLANGED SPOOL o MINIMUM 3l4"(HOT DIP)GALV. <br /> m o RODS WITH BITUMINOUS <br /> RISER o = COATING ON BOLTS AND NUTS. <br /> CONCRETE PVC C900 PIPE MAIN ° THRUST BLOCK M I <br /> PROVIDE RESTRAINED BELL BREAK-OFF THRUST ° - <br /> VALVE BOX JOINTS FOR INTERMEDIATE CHECK BLOCK PUSH-ON BY FLANGE TEE HYDRANT T MINIMUM - QWQFESS/0 <br /> 9IC7.1 <br /> JOINTS ON LONG RUNS VALVE BODY �' '-� TO SYSTEM <br /> C.O.S.STANDARD GATE VALVE, NO SERVICE CONNECTION <br /> + _ + 6"HYDRANT SEE NOTE 1 + 6 + FLANGE x FLANGE,4"MIN. SIZE W/ <br /> BURY 2"SQ. NUT AND NON-RISING STEM 5 MINIMUM / m <br /> l 900 ELL DEADMAN RESTRAINT w m <br /> 6"FLANGE l CONCRETE 4" DUCTILE IRON PIPE p09/3 /23 <br /> CONCRETE VALVE °° <br /> VALVE TE <br /> SUPPORT THRUSTBLOCK PLAN ��91F CIV�L\�O���P <br /> ELEVATION z OF CAS <br /> DATE SIGNED: 01/28/22 <br /> 1 FIRE HYDRANT INSTALLATION2 BLOW OFF VALVE 3 FIRE DEPARTMENT CONNECTION <br /> NO SCALE NO SCALE NO SCALE <br /> MANHOLE COVER AND <br /> FRAME SEE DETAIL NOTES: STANDARD D , "SANITARY <br /> THRUST BLOCK AREA REQUIRED HEAVY DUTY,THRUST BLOCK AREA IS BASED ON SEWER"OR <br /> THE SIZE OF THE BRANCH LINE ALLOWABLE SOIL BEARING VALUE NON HARDSCAPE HARDSCAPE NON ROCKING STORM DRAIN <br /> FITTINGS 1000 LBS.PER SQ.FT. AREAS AREAS 1. WHEN MANHOLES ARE INSTALLED IN UNIMPROVED AREAS, MANHOLE FRAME WELD MANHOLE <br /> 6"LINE OR SMALLER "A" "B" LEVEL WITH 1:3 24"MIN. THE TOP OF THE COVER SHALL BE A MIN. OF 6"ABOVE GRADE AND COVER ID NUMBER ON <br /> 1'-10 1/2" 1'6" 1'6" MORTAR 1"MIN. 8" MIN. 8" MIN. (1.5"IN DG AREAS).SLOPE @ 1:2 TO MATCH FINISH GRADE. LID IN 1"TEXT <br /> 45° Z-0" Z-0" SEE NOTE 1 2. MIN. OF ONE 3"GRADE ADJUSTMENT RING. MAX. HEIGHT OF <br /> 90° T-0" Z-6" FINISHED GRADE FINISHED GRADE ADJUSTMENT RINGS=20".ALTERNATIVELY, NOTES: <br /> 0O < , GRADE CONTRACTOR MAY CAST GRADE ADJUSTMENT RINGS IN 1. SPECIFY SANITARY SEWER TEE OUTLET 2'-6" Z-0" PLACE. <br /> DEAD END 2'-6" 2'-0" OR STORM DRAIN WHEN <br /> 3. SET ALL BARREL SECTIONS&TAPER SECTIONS IN PLASTIC ORDERING. <br /> 8"LINE GASKET, RAM-NEK OR EQUAL TYPICAL JOINT USE(1) 2. ALL MATERIAL USED IN <br /> V-10 1/2" Z-0" Z-0" 3/4"X2-1/2"RAM-NEK SEAL,OR EQUAL 6"WIDE GROUT BAND MANUFACTURING SHALL <br /> 45° T-0" 2'-6" ECCENTRIC MANHOLE ON INSIDE&OUTSIDE. CONFORM TO A.S.T.M. <br /> 90° 4'-0" T-0" z w 4. AFTER LOWER RING SECTION IS SET, CUT OUT TOP HALF OF 1-1/8" DESIGNATION A-48 CLASS <br /> F­ TAPER, COVER&GRADE <br /> (SEE NOTE 3) O PIPE FLUSH WITH INSIDE FACE OF M.H.WALL AND CONSTRUCT <br /> TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TEE OUTLET 3'o" 3'o" z RINGS TO BE LOCATED SHELF&U-SHAPED CHANNEL. MAKE ELEVATION CHANGES 35 B,OR OF UNITED STATES <br /> BEND TEE OUTLET DEAD END DEAD END T-0" T-0" w OVER DOWNSTREAM PIPE GOVERNMENT <br /> 10"LINE cn GRADUALLY AND DIRECTIONAL CHANGES WITH SMOOTH SPECIFICATIONS QQ1-652B. <br /> CURVES.SLOPE AND SIZE OF CHANNELS SHALL MATCH 3. MINIMUM WEIGHT <br /> 1'-10 1/2" s'-o" 2'-0° (SEE NOTE 6) UPSTREAM AND DOWNSTREAM PIPES. MANHOLE CHANNELS ONE CLOSED PICK COMPONENTS: <br /> 400 MAX. NOTES: 45° T-6' T-0" 48"O I.D. _ _ WITH A HORIZONTAL CHANGE IN DIRECTION OF 30°OR MORE HOLE PER COVER GRID PATTERN <br /> 26 3l8" COVER: 130 POUNDS <br /> (TYP. FOR ALL 1. ALL THRUST BLOCKS SHALL SHALL 90° 5'-0" 4'-0" SHALL HAVE A MIN. DROP OF 0.1'ACROSS THE MANHOLE OR FRAME: 135 POUNDS <br /> ANGLES) BE POURED AGAINST UNDISTURBED TEE OUTLET 4'-0" T-6" 6" MIN (SEE NOTE 7) SHALL MATCH THE SLOPE OF THE PIPE.WHICHEVER IS 7/16" 25 3/8" <br /> SOIL. GREATER. _ 4. FRAME AND COVER SHALL <br /> DEAD END 4'-0" T-6" N 22 1/64 25 1/4" BE H-20 TRAFFIC RATED. <br /> IF POURED IN PLACE (SEE NOTE 3) 5. POURED-IN-PLACE BASE SHALL BE POURED FULL THICKNESS � _ 3 <br /> 12"LINE <br /> 1'10 1/2" 3'o" 3'o° TROWEL SMOOTH ON UNDISTRIBUTED SOIL. PRECAST BASE SHALL BE PLACE ON I 1 1/2" � EDGES <br /> ROUND SLOPE 2"/FT. (SEE NOTE 4) 6"MIN.OF 3/4" DRAIN ROCK INSTALLED AGAINST MACHINED <br /> 45° 4'-0" 4'-0" z + CORNERS UNDISTURBED EARTH. <br /> 90° T-o" 4'-0" 6. STANDARD MANHOLE BARREL SECTION PER ASTM C478. MANHOLE FRAME & <br /> V-10"MIN. = MANHOLE BASE PHELAN <br /> TEE OUTLET 5'-0" 4'-0" "' 7. 48"0 I.D. M.H.TO BE USED FOR ALL MAINS LESS THAN 21"0. COVER: <br /> DEAD END 5'-0" 4'-0" CHANNELIZATION PLAN AND 60"0 I.D. M.H.TO BE USED FOR ALL MAINS 21"0 TO 48"0 OR <br /> TYPICAL SECTION INSTALL WATERSTOP FOR POURED LOCATION OF ECCENTRIC WHERE INSIDE DROP FITTINGS ARE USED. 24 3l8" 1. D&L SUPPLY A-1024, SOUTH BAY D EVELOPM ENT <br /> MANHOLE COVER 7 FOUDRY SBF 1900 CPH OR <br /> THRU THRUST BLOCK IN PLACE BASES, IN ACCORDANCE450 Newport Center Drive, Suite 230 <br /> WITH MANUFACTURER'S z_ CONIC/BASE 31 1l2" EQUAL. <br /> Newport Beach, CA 92660 <br /> INSTRUCTIONS AS SHOWN.TYP. (SEE NOTE 5) <br /> ti <br /> 4 THRUST BLOCKS 5 MANHOLE 6 MANHOLE COVER <br /> NO SCALE NO SCALE NO SCALE <br /> BUILDINGS H&I <br /> EXTERIOR FACE OF WALL HOLLY COMMERCE CENTER <br /> ROOF DOWNSPOUT <br /> CONTRACTOR TO PROVIDE HINGED WALL BRACKET EXTENDED DOWN SPOUT THROUGH CAP <br /> GATE FOR STANDARD BACKFLOW f `� SILICONE SEALANT W/BACKER ROD <br /> ENCLOSURE. LOCKED.COLOR GREEN. 6" BUILDING/ROOFING CONTRACTOR <br /> PVC END CAP LOOSE FIT(NO ADHESIVE) <br /> BACKFLOW .4 SITE CONTRACTOR <br /> PREVENTER Q e CUT TO FIT DOWNSPOUT 9375 SUGAR RD <br /> PVC CLEAN J ADAPTER&PLUG F.F. ELEV. TRACY, CA 95304 <br /> GALV. NIPPLE(TYPICAL) 8"X 6"PVC WYE&TEE FINISHED GRADE <br /> 8"MI <br /> GALV. GALV. 90 DEG ELL 2E w ROOF DRAINAGE LEADER PIPE <br /> (TYPICAL OF 4) c., (SEE SITE GRADING AND DRAINAGE MILESTONES: <br /> PLAN FOR SIZE) TRANSITION FITTING(IF REQUIRED TO <br /> GALV. NIPPLE(TYPICAL) _ __ ___ ____ CONNECT DIFFERENT PIPE SIZES) 28 JANUARY 2022 <br /> - � BUILDING DEPARTMENT SUBMITTAL <br /> z FOUNDATION LINE(ENSURE <br /> �I STORM SEWER FOOTING DEPTH WILL <br /> 6"MIN. 6"MIN. GALV. UNION (TYPICAL OF 2) N COLLECTION PIPE ACCOMMODATE CONNECTION) <br /> 6"TYP. <br /> FINISH GRADE PVC 450 ELBOW <br /> 6"MIN. CONNECT TO STORM SEWER COLLECTION <br /> PIPE WITH PRE-FAB FITTING OR PER PIPE <br /> �I CONCRETE PAD pl CONNECTION DETAIL ON SITE DETAIL SHEET <br /> MAINLINE PIPE <br /> PIPE FROM POINT-OF-CONNECTION EDGE OF CONCRETE PAD <br /> MALE ADAPTER(TYPICAL OF 2) SCHEDULE <br /> NOTES: DOWNSPOUT SIZE MIN. SIZE PVC PIPE REVISIONS: <br /> WITH BELL FITTING <br /> 1. ALL GALVANIZED FITTINGS SHALL BE WRAPPED WITH 10 MIL VINYL PIPE WRAP. 4. BACKFLOW ASSEMBLIES 2.5"AND LARGER SHALL BE SECURED BY A DOUBLE-LOCKED, GALVANIZED, <br /> 2. INSTALL WEATHER BLANKET AROUND BACKFLOW PREVENTER. STRAIGHT LINK CHAIN THAT LOCKS THE VALVE AND HANDWHEELS IN THE OPEN POSITION AND EITHER LOCK 4"X4"OR 6" 8" DIA. 6"THICK CONCRETE WALL <br /> 3. BACKFLOW ASSEMBLIES SMALLER THAN 2.5"SHALL BE COVERED WITH AN INSULATION BLANKET, MIN CAN RELEASE THE CHAIN. ONE LOCK WILL BE SUPPLIED BY CITY. IN AREAS PRONE TO VANDALISM, CITY MAY 5"X5" 8" DIA. CID WITH 115 @ 12"O.C. VERTICAL <br /> R-13,GREEN,WEATHERGUARD OR EQUAL AND PROTECTED BY A LOCKABLE WIRE CAGE ENCLOSURE ADDITIONALLY REQUIRE LOCKABLE PROTECTIVE ENCLOSURE. 6" AND#4 @ 12 O.C. HORIZONTAL <br /> FASTENED TO THE PAD.THE ENCLOSURE SHALL BE HINGED, POWDER COATED GREEN AND SECURED WITH 8"X8" 12"DIA. <br /> A DOUBLE-LOCKED,GALVANIZED CHAIN SUCH THAT EITHER LOCK CAN RELEASE THE CHAIN. ONE LOCK WILL 911X9" 15"DIA. PAVEMENT <br /> BE SUPPLIED BY CITY. <br /> 10"X10" 15"DIA. • <br /> 7 BACKFLOW PREVENTER 8 RAIN WATER LEADER CONNECTION 2" PIPE SCH 80 <br /> AIR VENT TUBE PLASTIC <br /> NO SCALE NO SCALE Iv PWIAV 18-810 <br /> PLACER WATERWORKS - <br /> Q <br /> o�o�o • <br /> o 6"_ POST INDICATOR VALVE <br /> 14 1/4 TYP. OPERATOR WITH RED c�Io o CHRISTY B1730Lu 6" PVC SLEEVE <br /> ADJUST BOX TO GRADE PER f 11-1/8" SEE NOTE 3 FUSION EPDXY COATING I Q <br /> o eN Q REINFORCED CONCRETE BOX <br /> COUNTYWIDE STANDARDS FINISHED GRADE Oz 4"0 PERFORATED PVC PIPE <br /> CD LOCK PER LOCAL FIRE w CONNECTED TO TERMINAL DRAIN <br /> D DEPARTMENT 8" MIN. <br /> l <br /> REQUIREMENTS <br /> 3 EXTENSION AS <br /> REQUIRED <br /> p- D D D- p <br /> V) 7-112" f D D 9" p ,� 9" VALVE POSITION SWITCH, �o o • MAINTAIN CONTINUOUSLY <br /> 5 MAX TIE IN TO FIRE ALARM /\ UPWARD SLOPE TO A.R.V. Y <br /> 12 % o � D D D D 18" THICK FOOTING x 3'-9"WITH <br /> �� ��� (5)#5 (LONG)TOP AND �o o ����1/iii o o a <br /> D �i\%� � ! �o o BRICK AT <br /> N �� CONCRETE COLLAR BOTTOM AND#4 @ 16" O.C. Io EACH CORNERCD <br /> o e 3/4" RIGID CONDUIT (TRANS)TOP 1 1 1 1 1 I "I I I <br /> a �10 318 CHRISTY G5 VALVE ABOVE GRADE I • <br /> CORPORATION R ECUARONZE COMBINATION <br /> UUM <br /> M STORM DRAIN OR SEWER PIPE WHERE z O RELEASE:BOX WITH G5C LID <br /> I <br /> 0 j/�D �� OCCURS,SEE UTILITY PLAN SHEETS C5.0-05.5 Z = 6"MIN. CRUSHED ROCK. CRISPIN UL SERIES <br /> FILL TO BOTTOM OF VALVE <br /> ) o 'i%%/%�j//� <br /> CORPORATION STOP <br /> • • • • (BALL VALVE)WITH <br /> 2� \� ///DO <br /> LIJ COPPER FLARE <br /> w z SERVICE SADDLE, DOUBLE STRAP, STRAIGHT CONNECTION <br /> > o o /// BRONZE,JONES J-979 OR EQUAL <br /> 135 ELBOW N 135 ELBOW , <br /> WATER MAIN PROJECT: 17017 <br /> 8„THICK KEY 44 WITH STD <br /> ry WATER LINE NOTES: //�/ HOOK @ 16" O.C. IN KEY F:\17projects\17017 Holly Sugar Industrial\Improvement <br /> U) / - <br /> ?�// NOTES: FILE: plans\BUILDINGSH&I\Onsite\17017-C7.IDETAILS II.dwg <br /> M 135° ELBOW 10 135° ELBOW 1. DESIGN ASSUMES SURCHARGE <br /> Z BEHIND WALL 250 PSF MAX. %// 1. VENT TUBE SHALL BE LABELED"POTABLE WATER" USING 2" LETTERS. DATE: 1/28/2022 <br /> NOTES: �/� • ONTINUOUS KEY 2.ALL PIPING SHALL BE BRASS OR COPPER BETWEEN THE MAIN AND ARV. <br /> Q POST INDICATOR VALVE 2. AT 2'-3"THE FOOTING MAY BE 3.TRACER WIRE AND MARKER TAPE FROM MAIN TO CHRISTY BOX. <br /> CD 1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5. REDUCED TO 12"THICK WITHOUT KEY 4. COPPER TYPE K POLYWRAP FROM MAIN WITH POLYETHYLENE SLEEVE OR 10MIL TAPE DRAWN BY: LSF/MWK <br /> U) REQUIRED. 8�� 2)#4 X CONTINUOUS z LAPPED FROM MAIN TO CRISTY BOX. <br /> J2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES. <br /> o - - CITY OF TRACY SHEET TITLE: <br /> = 3. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN REVIEWED BY: STANDARD DETAILS 11 <br /> CONCRETE SIDEWALK AREA. PLAN 408 <br /> C) CITY ENGINEER RCE 63173 No. <br /> WATER VALVE POST INDICATOR VALVE WATER CROSSING 30" MAXIMUM RETAINING WALL TRACY Res No, 202p-q31 SATE: February 18,2020 COMBINATION AIR & <br /> N 9 10 11 1 2 Prepares By:L8i5serM. Chocked By:Thomas W. VACUUM RELEASE VALVE <br /> C) NO SCALE NO SCALE NO SCALE NO SCALE I ,� I, T .,g <br /> Rev: Re WITH AIR VENT TUBE <br /> O <br /> W <br /> C7ml <br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1 <br />