|
1-1/2"A.C. PLACED AT
<br /> VALVE BOX PER TIME OF STREET 6"TYP.
<br /> C.O.S. STANDARD CONCRETE COLLAR CONSTRUCTION. z ■
<br /> DRAWING 99
<br /> _`,,CONCRETE
<br /> STREET AREA oo N
<br /> FINISHED GRADE T} THREADED NIPPLE DUAL CONNECTION FDC
<br /> G D
<br /> G G G G p D D p
<br /> 0 o a o °o
<br /> 4 G a a ao
<br /> p p
<br /> 10'MINIMUM
<br /> p � �����A
<br /> HYDRANT BODY. p �/i�/.
<br /> SEE SPECIFICATIONS FOR OUTLET ° /
<br /> 0 © B N 4 % UL/FM SWING CHECK VALVE
<br /> IF
<br /> L SIEGFRIED
<br /> 24"FROM FACE o 30" 30" TYPICAL T MINIMUM 4"BLIND FLANGE
<br /> cn � 15 MAIN LINE TEE / / w/2"GALV PLUG
<br /> TH
<br /> OF CURB TO - o
<br /> �I C70 WITH FLANGE ✓= a ip STABILIZE
<br /> IAD 3428 Brookside Road
<br /> BLUE LEADING EDGE POINTING DOWN ` � EXTENSION ` ` DIRT LEG WI 12"
<br /> PAVEMEN OF HYDRANT BOLLARD LAYOUT �, 4"FLANGED SPOOL GALV. NIPPLE W/ Stockton,California 95219
<br /> MARKER GALV.CAP 209-943-2021
<br /> BREAK-OFF FINISHED GRADE Fax: 209-942-0214
<br /> RISER www.siegfriedeng.com
<br /> PROVIDE RESTRAINED BELL BREAK OFF CON RETEUST PVC C900 PIPE MAIN 4"FLANGED SPOOL w BITUMINOUS COATING
<br /> Q APPLIED TO GALVANIZED
<br /> VALVE BOX JOINTS FOR INTERMEDIATE CHECK BLOCK PUSH-ON BY FLANGE TEE HYDRANT ° o MINIMUM 3/4"(HOT DIP)GALV.
<br /> 9IC7.1
<br /> JOINTS ON LONG RUNS VALVE BODY ° THRUST BLOCK m o RODS WITH BITUMINOUS
<br /> 6"HYDRANT 6" T MINIMUM q m COATING ON BOLTS AND NUTS.
<br /> SOF ESS�O
<br /> + + BURY SEE NOTE 1 + + C.O.S.STANDARD GATE VALVE, r• NO SERVICE CONNECTION •� MLL
<br /> 4" DUCTILE IRON PIPE FLANGE x FLANGE,4" MIN. SIZE W/
<br /> 6 FLANGE CONCRETE VALVE °° CONCRETE 2"SQ. NUT AND NON-RISING STEM 5'MINIMUM TO SYSTEM
<br /> GATE SUPPORT THRUST 90fD ELL -_ / / m
<br /> VALVE BLOCK PLAN w / �09 3 23rri
<br /> ELEVATION DEADMAN RESTRAINT P. \P
<br /> q CN
<br /> lFOF CAL\F�
<br /> 1 FIRE HYDRANT INSTALLATION 2 BLOW OFF VALVE 3 FIRE DEPARTMENT CONNECTION DATE SIGNED: 09/13/22
<br /> NO SCALE NO SCALE NO SCALE
<br /> MANHOLE COVER AND
<br /> THRUST BLOCK AREA REQUIRED FRAME SEE DETAIL NOTES: STANDARD
<br /> UTY, "SANITARY
<br /> 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" THE TOP OF THE COVER SHALL BE A MIN. OF 6"ABOVE GRADE AND COVER ID NUMBER ON
<br /> LEVEL WITH 1:3 24 IN. (1.5"IN DG AREAS).SLOPE @ 1:2 TO MATCH FINISH GRADE. LID IN 1"TEXT
<br /> 1'-10 1/2" 1'6" 1'6" MORTAR 1"MIN. 8"MIN. 8" MIN. 2. MIN. OF ONE 3"GRADE ADJUSTMENT RING. MAX. HEIGHT OF
<br /> 45° Z-0" 2'-0" SEE NOTE 1 FINISHED GRADE ADJUSTMENT RINGS=20".ALTERNATIVELY, NOTES:
<br /> 0 90° T-0" 2'-6" FINISHED GRADE < < GRADE CONTRACTOR MAY CAST GRADE ADJUSTMENT RINGS IN
<br /> TEE OUTLET 2'-6" 2'-0" a 1. SPECIFY SANITARY SEWER
<br /> O PLACE. OR STORM DRAIN WHEN
<br /> DEAD END 2'-6" 2'-0" 3. SET ALL BARREL SECTIONS&TAPER SECTIONS IN PLASTIC
<br /> ,� • ORDERING.
<br /> 1 M� 7'�i 8"LINE GASKET, RAM-NEK OR EQUAL TYPICAL JOINT USE(1) 2. ALL MATERIAL USED IN
<br /> V-10 1/2" 2'-0" Z-0" 3/4"X2-1/2"RAM-NEK SEAL,OR EQUAL 6"WIDE GROUT BAND MANUFACTURING SHALL
<br /> 45° T-0" Z-6" ECCENTRIC MANHOLE ON INSIDE&OUTSIDE.
<br /> 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 /> TAPER, COVER&GRADE
<br /> (SEE NOTE 3) p 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 3'o" 3'o" 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 2 _ 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" °o EDGES
<br /> ROUND SLOPE L SM (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" 2 6. STANDARD MANHOLE BARREL SECTION PER ASTM C478. MANHOLE FRAME &
<br /> 1'-0"MIN. = MANHOLE BASE
<br /> TEE OUTLET 5'o" 4'o" "' 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
<br /> THRU THRUST BLOCK IN PLACE BASES, IN ACCORDANCE MANHOLE COVER EQUAL. SBF 1900 CPH OR PHELAN
<br /> WITH MANUFACTURER'S z CONIC/BASE 31 1/2" EQUAL.
<br /> INSTRUCTIONS AS SHOWN.TYP. � (SEE NOTE 5)
<br /> D E V E L O P M ENT
<br /> 450 Newport Center Drive, Suite 230
<br /> 4 THRUST BLOCKS 05 - MANHOLE (j)2N ANHOLE COVER Newport Beach, CA 92660
<br /> NO SCALE NO SCALE O SCALE
<br /> EXTERIOR FACE OF WALL
<br /> CONTRACTOR TO PROVIDE HINGED WALL BRACKET ROOF DOWNSPOUT BUILDINGS H&
<br /> GATE FOR STANDARD BACKFLOW EXTENDED DOWN SPOUT THROUGH CAPPIPE
<br /> GATE FOR
<br /> STANDARE. D.COLORKIFLOW EN. SILICONE SEALANT W/BACKER ROD PLASTIC
<br /> 5CH 80 HOLLY COMMERCE CENTER
<br /> ENCLAIR VENT TUBE PLASTIC
<br /> 6" BUILDING/ROOFING CONTRACTOR PWIAV 18-810
<br /> BACKFLOW SITE CONTRACTOR PVC END CAP LOOSE FIT(NO ADHESIVE) PLACER WATERWORKS
<br /> X e CUT TO FIT DOWNSPOUT
<br /> PREVENTER Q
<br /> PVC CLEAN OU ADAPTER&PLUG F.F. ELEV.
<br /> CHRISTY B 173 G" PVC SLEEVE
<br /> FINISHED GRADE REINFORCED CONCRETE BOX 9375 SUGAR RD
<br /> GALV. NIPPLE (TYPICAL) 8"X 6"PVC WYE&TEE
<br /> 8 MII ,J
<br /> GALV. GALV.90 DEG ELL cn ROOF DRAINAGE LEADER PIPE TRACY CA 95304
<br /> (TYPICAL OF 4) r., ¢ (SEE SITE GRADINGPLANAND DFOR SIZE) EXTENSION AS
<br /> > ) TRANSITION FITTING(IF REQUIRED TO
<br /> GALV. NIPPLE(TYPICAL) - __ ____ ____ CONNECT DIFFERENT PIPE SIZES) MAINTAIN CONTINUOUSLY REQUIRED
<br /> z
<br /> FOUNDATION LINE(ENSURE UPWARD SLOPE TO A.R.V. MILESTONES:
<br /> N STORM SEWER FOOTING DEPTH WILL v a o 28 JANUARY 2022
<br /> N COLLECTION PIPE ACCOMMODATE CONNECTION) BRICK AT BUILDING DEPARTMENT SUBMITTAL
<br /> 6"MIN. 6"MIN. 6"TYP. GALV. UNION (TYPICAL OF 2) EACH CORNER
<br /> FINISH GRADE10.1 PVC 450 ELBOW III III I I I I
<br /> CONNECT TO STORM SEWER COLLECTION CORPORATION STOP,BRONZE COMBINATION
<br /> 6°MIN. JONES J-1991 DR EQUAL PIPE WITH PRE-FAB FITTING OR PER PIPE AIRNACUUM
<br /> II CONCRETE PAD III CONNECTION DETAIL ON SITE DETAIL SHEET = 6"MIN. CRUSHED ROCK.
<br /> MAINLINE PIPE RELEASE:
<br /> FILL TO BOTTOM OF VALVE CRISPIN UL SERIES
<br /> PIPE FROM POINT-OF-CONNECTION EDGE OF CONCRETE PAD CORPORATION STOP
<br /> MALE ADAPTER(TYPICAL OF 2) SCHEDULE (BALL VALVE)WITH
<br /> DOWNSPOUT SIZE MIN. SIZE PVC PIPE COPPER FLARE
<br /> NOTES: WITH BELL FITTING SERVICE SADDLE, DOUBLE STRAP, STRAIGHT CONNECTION
<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, BRONZE,JONES J-979 OR EQUAL
<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. REVISIONS:
<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. WATER MAIN 08-1 1-22
<br /> R-13,GREEN,WEATHERGUARD OR EQUAL AND PROTECTED BY A LOCKABLE WIRE CAGE ENCLOSURE ADDITIONALLY REQUIRE LOCKABLE PROTECTIVE ENCLOSURE. 8"X8" 12"DIA. 6"THICK CONCRETE WALL � PC I CORRECTIONS
<br /> FASTENED TO THE PAD.THE ENCLOSURE SHALL BE HINGED, POWDER COATED GREEN AND SECURED WITH 09-14-22
<br /> A DOUBLE-LOCKED,GALVANIZED CHAIN SUCH THAT EITHER LOCK CAN RELEASE THE CHAIN. ONE LOCK WILL 9"X9" 15"DIA. � 6" WITH#5 @ 12"O.C. VERTICAL NOTES: 1� PC 2 CORRECTIONS
<br /> BE SUPPLIED BY CITY. AND#4 @ 12 O.C. HORIZONTAL 1. VENT TUBE SHALL BE LABELED"POTABLE WATER" USING 2" LETTERS.
<br /> 10"X10" 15"DIA. 2.ALL PIPING SHALL BE BRASS OR COPPER BETWEEN THE MAIN AND ARV.
<br /> PAVEMENT 3.TRACER WIRE AND MARKER TAPE FROM MAIN TO CHRISTY BOX.
<br /> 7 BACKFLOW PREVENTER 8 RAIN WATER LEADER CONNECTION 4. COPPER TYPE K POLYWRAP FROM MAIN WITH POLYETHYLENE SLEEVE OR 10MIL TAPE
<br /> • 1 LAPPED FROM MAIN TO CRISTY BOX.
<br /> NO SCALE NO SCALE
<br /> CD CITY OF TRACY
<br /> 0
<br /> \\ � REVIEWED BY: d� STANDARD
<br /> ` J 448
<br /> N CITY ENGINEER RCE 63173 No.
<br /> TRACY Res No, 2020-031 DATE: February 18,2020 COMBINATION AIR &
<br /> 14 1/4" - 6 No •
<br /> Prepared By:Neisser M. Chocked By:Thomas W. VACUUM RELEASE VALVE
<br /> TYP. o 0 o Q Q T[. 11 tiiJcch T �,l WITH AIR VENT TUBE
<br /> xx
<br /> SEE NOTE 3 ATRIUM GRATE IN Q __9L,
<br /> --
<br /> � ADJUST BOX TO GRADE PER f 11-1/8" � �_-� � � ,� �, ��-�w �� � � , -�.�,. �_ � ,� -.,, - _
<br /> COUNTYWIDE STANDARDS FINISHED GRADE SHRUBIGROUNDCOVERRREAS, o o
<br /> FLAT CAST IRON GRATE IN TURF �z 4"O PERFORATED PVC PIPE A
<br /> CD w CONNECTED TO TERMINAL DRAIN 0
<br /> CONCRETE, OR PAVED AREAS 8" MIN. 3-112"
<br /> W D D D p
<br /> 3
<br /> V) 7-1/2" .p 9 0 o >� 9"
<br /> S MAX CATCH BASIN AND ADA COMPLAINT S • /�
<br /> j 12" D o % 18" THICK FOOTING x 3'-9"WITH ��� ill/l jQ 1 CURB-0-LET HUB PIPE
<br /> 1 D o �� GRATE IN CONCRETE AREAS GAL. 90°WITH HALF NIPPLE DOWN
<br /> _ �%/•\%/��D D �1\%\'10W (5)#5 (LONG)TOP AND �o 0
<br /> N �� �� CONCRETE COLLAR SLOPE TO DRAIN, BOTTOM AND#4 @ 16" O.C.
<br /> CD
<br /> Q MIN. IN PLANTER AREAS_ FINISH GRADE (TRANS)TOP � o � � FINISHED GRADE(PLANTER)
<br /> a�_110-3/8" CHRISTY G5 VALVE •
<br /> � BUILDING/ROOFING CONTRACTOR
<br /> M BOX WITH G5C LID _ = = 1"TO 2"CLEAN CRUSHED ROCK STORM DRAIN OR SEWER PIPE WHERE -
<br /> 0 \ ��
<br /> g ,/� II I II I II I II I II I II I II I I I (VOID RATIO ASSUMED TO BE 0.30) OCCURS,SEE UTILITY PLAN SHEETS C5.0-05.5 Z SITE CONTRACTOR 6"VERTICAL CURB
<br /> � I
<br /> ��� PLACED UNIFORMLY IN 12"LIFTS / CLEAN-OUT ADAPTER AND PLUG
<br /> D - = - AND COMPACTED,85% RELATIVE /// • �a • •
<br /> j/ III III III DENSITY IN PLANTER AREAS. bo ��/ D CURB-O-LET CURB 0-LET CURB
<br /> Ld
<br /> Z III=1 =1 1= =1 =1 -I 1=
<br /> w cn III DRAIN PIPE, REFER TO z /%// a • • 90°ADAPTOR OPENING ASSEMBLY
<br /> "' III III GRADING&UTILITY PLANS ° °
<br /> FINISHED
<br /> � _ 135 ELBOW N 135 ELBOW ,! a a a GRADE(AC)
<br /> � IIIIIIIIIIIII I=III III=III-
<br /> � III-I 11=I I I I I I I I I I I I I I I I /��//, � � -
<br /> / / ///� 8"THICK KEY#4 WITH STD PROJECT 17017
<br /> g //� V� V� V� V� V� V� V� V� V/ V� \
<br /> WATER LINE NOTES: jam/ HOOK @ 16" O.C. IN KEY �� �� �� �� �� �� �� �� �� tv,7pro;eatsv,7o,7hollysugarindustrlalUmprovement
<br /> // // FILE: plans\BUILDINGSHHOnsiteA17017-C7.IDETAILS II.dwg
<br /> 0 135° ELBOW 10, 135° ELBOW 1. DESIGN ASSUMES SURCHARGE o 8
<br /> Z UNDISTURBED OR
<br /> _ _ _ / / / / / / / / / / / DATE: 9/13/2022
<br /> BEHIND WALL 250 PSF MAX. / / / / / / / / /
<br /> - - - - RECOMPACTED �� • ONTINUOUS KEY / / / / / / / / / /
<br /> NOTES: - II II II 2. AT 2'-3"THE FOOTING MAY BE a� �� �� �� �� �� �� �� �� �� CUR-O-LET HUB PIPE
<br /> M 1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5. III III III -i SUBGRADE. REDUCED TO 12"THICK WITHOUT KEY DRAWN BY: LSF/MWK
<br /> U) I11=III=III=III=III=III=1 DOWNSPOUT HUB PIPE
<br /> 2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES. NYLOPLAST CATCH BASIN REQUIRED. 8�� 2)#4 x CONTINUOUS
<br /> NOTE: SIZE DIMENSIONS
<br /> SHEET TITLE:
<br /> 3. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN PRIOR TO CONSTRUCTION,CONTRACTOR SHALL 6" 3" x 12" DETAILS 11
<br /> ENSURE ALL PIPING SHALL CLEAR ANY AND ALL
<br /> C)
<br /> CONCRETE SIDEWALK AREA. BUILDING FOOTING(S).
<br /> 8„ 3„ x 17"
<br /> N 9 WATER VALVE 1 AREA DRAIN INLET 1 1 WATER CROSSING 12 30" MAXIMUM RETAINING WALL 13 DOWNSPOUT CONNECTION-
<br /> C) NO SCALE NO SCALE NO SCALE NO SCALE NOT TO SCALE
<br /> w
<br /> O
<br /> W
<br /> C7ml
<br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1
<br />
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