|
G-5 VALVE BOX
<br />DRAPE TRACER WIRE LOOP
<br />8" FROM TOP OF BOX
<br />WATER MAIN
<br />CONCRETE THRUST
<br />BLOCK
<br />V24" 18" V �.� � a 24"
<br />tl `� FIRE HYDRANT "
<br />tl FIRE HYDRANT I 3 FIRE HYDRANT
<br />LL
<br />f
<br />a FACE OF CURB WALK a
<br />(
<br />0 y 4 q.tl
<br />5` WALKLANDSCAPE
<br />ACE OF CURB ¢ 10' WALK I
<br />p FACE OF CURB
<br />NOTES:
<br />1, SEE PROJECT SPECS FOR MORE DETAILS.
<br />2. FIRE HYDRANTS TO BE AS SHOWN ON CITY STANDARD W -8A OR APPROVED EQUAL & CONFORM TO A.W.W.A. C-503.
<br />3. FIRE HYDRANTS SHALL HAVE A 3 FOOT CLEARANCE FROM OBSTRUCTIONS ON ALL SIDES.
<br />4. BREAK OFF BOLTS ARE TO BE HOLLOW BOLTS LOCATED THROUGH THE FIRE HYDRANT FLANGE WITH THE BOLTS POINTING DOWN.
<br />5, ALL HYDRANTS SHALL BE POSITIONED SUCH THAT THE 2-1/2" DISCHARGES ARE 45 DEGREES,
<br />6. ALL HYDRANTS SHALL BE POSITIONED SUCH THAT THE 4-1/2" DISCHARGE IS O DEGREES.
<br />APPROVED BY CIVIL ENGINEER:
<br />FIRE HYDRANT DRAWING NO,
<br />P� /
<br />DAN EAVENSON, P.E. MANTECA UNIFIED SCHOOL DISTRICT
<br />THRUST BLOCK DIMENSIONS
<br />FITTINGS
<br />FIRE HYDRANT (MIDST BE INSTALLED LEVEL & PLUMB)
<br />I SIDE "B"
<br />22-1/2 ®
<br />6" & 8" LINE
<br />2'-0"
<br />21-011
<br />BREAK OFF BOLTS (HOLES DOWN)
<br />3' -JO`
<br />3'-011
<br />90°
<br />6" BREAK OFF SPOOL ABOVE CONCRETE
<br />T -('til
<br />18"
<br />5'-0" SIDEWALK
<br />T-V01'
<br />2" CLEAR
<br />z
<br />T -O"
<br />DEA END
<br />45r(,SI
<br />CURB
<br />11.5 SF
<br />e
<br />3.5 SF
<br />18T0 24..,.
<br />11.5 SF
<br />32EE
<br />16.5 SF
<br />MIN.
<br />4,5 SF
<br />11.5 SF
<br />TRACER VIRE W/ 2"
<br />PLATEDvSOLID '
<br />r'00LPABOVEGROUND
<br />12" THICK, Tx 3'
<br />CLOW RESILIENT -
<br />BOLTS
<br />CONCRETE PAq
<br />yVEDG R MUELER
<br />RESILIENT SEAT, OR
<br />oEQUAL.
<br />GATE VALVE IS
<br />6" D.I.P.,,TO
<br />BE BOLTED TO TEE.
<br />OR P.V.0
<br />6 FLG X MJ GATE
<br />VALVE.
<br />G-5 VALVE BOX
<br />DRAPE TRACER WIRE LOOP
<br />8" FROM TOP OF BOX
<br />WATER MAIN
<br />CONCRETE THRUST
<br />BLOCK
<br />V24" 18" V �.� � a 24"
<br />tl `� FIRE HYDRANT "
<br />tl FIRE HYDRANT I 3 FIRE HYDRANT
<br />LL
<br />f
<br />a FACE OF CURB WALK a
<br />(
<br />0 y 4 q.tl
<br />5` WALKLANDSCAPE
<br />ACE OF CURB ¢ 10' WALK I
<br />p FACE OF CURB
<br />NOTES:
<br />1, SEE PROJECT SPECS FOR MORE DETAILS.
<br />2. FIRE HYDRANTS TO BE AS SHOWN ON CITY STANDARD W -8A OR APPROVED EQUAL & CONFORM TO A.W.W.A. C-503.
<br />3. FIRE HYDRANTS SHALL HAVE A 3 FOOT CLEARANCE FROM OBSTRUCTIONS ON ALL SIDES.
<br />4. BREAK OFF BOLTS ARE TO BE HOLLOW BOLTS LOCATED THROUGH THE FIRE HYDRANT FLANGE WITH THE BOLTS POINTING DOWN.
<br />5, ALL HYDRANTS SHALL BE POSITIONED SUCH THAT THE 2-1/2" DISCHARGES ARE 45 DEGREES,
<br />6. ALL HYDRANTS SHALL BE POSITIONED SUCH THAT THE 4-1/2" DISCHARGE IS O DEGREES.
<br />APPROVED BY CIVIL ENGINEER:
<br />FIRE HYDRANT DRAWING NO,
<br />P� /
<br />DAN EAVENSON, P.E. MANTECA UNIFIED SCHOOL DISTRICT
<br />THRUST BLOCK DIMENSIONS
<br />FITTINGS
<br />I SIDE "A"
<br />I SIDE "B"
<br />22-1/2 ®
<br />6" & 8" LINE
<br />2'-0"
<br />21-011
<br />45"
<br />3' -JO`
<br />3'-011
<br />90°
<br />4'-0`
<br />T -('til
<br />TEE
<br />3i_0£!
<br />T-V01'
<br />DEAD END
<br />3'-0t'
<br />T -O"
<br />sod
<br />FITTINGS SIDE
<br />FITTINGS I
<br />:FAIL
<br />,IDEi;Btl
<br />b3
<br />22-1/2
<br />BEND
<br />10" LINT;
<br />4" 15 SF
<br />22-1/2 °
<br />31-0"
<br />V-0`
<br />45'
<br />4i-011
<br />41-0t1
<br />90.
<br />5'-0`
<br />glµnit
<br />TEE
<br />4:41
<br />3'--611
<br />DEA END
<br />45r(,SI
<br />31-614
<br />sod
<br />FITTINGS SIDE
<br />FITTINGS I
<br />SIDE -SSIDE
<br />"Btl
<br />22-1/2
<br />BEND
<br />12" LINE
<br />4" 15 SF
<br />22-1/2 ®
<br />31-611
<br />3'4"
<br />45`
<br />51 011
<br />51-W
<br />906
<br />61 0,1
<br />71-4-1
<br />TEE
<br />5'-7"
<br />Y-711
<br />DEALT ENR
<br />4'-10"'
<br />4'-10"
<br />ANGLE
<br />MINIMUM THRUST BLOCK AREAS
<br />(IN SQUARE FEET)
<br />PIPE SIZE
<br />TEE
<br />900
<br />BEND
<br />45 °
<br />BEND
<br />22-1/2
<br />BEND
<br />DEAD END .
<br />4" 15 SF
<br />2 SF
<br />1.5 SF
<br />1 SF
<br />1.5 SF
<br />6" 3 SF
<br />4.5 SF
<br />2.5 SF
<br />1.5 SF
<br />3 SF I
<br />81; 5 SF
<br />7 SF
<br />4 SF
<br />2 SF
<br />5 SF I
<br />8.5 SF
<br />11.5 SF
<br />6.5 SF
<br />3.5 SF
<br />8.5 SF
<br />11.5 SF
<br />32EE
<br />16.5 SF
<br />9 SF
<br />4,5 SF
<br />11.5 SF
<br />cu
<br />:rn
<br />I, 1 IP 9 S .
<br />NOTES:
<br />I. AREAS ARE FOR 200 POUNDS PER SQUARE INCH WATER PRESSURE AND SANDY TYPE SOILS.
<br />2. BLOCKING SHALL BE MADE OF CLASS "B" CONCRETE AND SHALL BE PLACED BETWEEN UNDISTURBED GROUND AND THE FITTING TO BE
<br />ANCHORED. THE BLOCKING SHALL BE PLACED SO THAT THE JOINTS OF THE PIPE AND FIT T INGS WILL BE ACCESSIBLE FOR REPAIR,
<br />3. THRUST BLOCKS SHALL BE CONSTRUCTED AT PIPE DIAMETER CHANGES AND AT OTHER FITTINGS NOT LISTED, AND SHALL BE PLACED AS
<br />DIRECTED BY THE ENGINEER.
<br />4, CONCRETE SHALL BE A MINIMUM OF 12" THICK.
<br />APPROVED BY CIVIL ENGINEER: (� °�°► BLOCK
<br />p� [�
<br />THRUST BLOCK SCHEDULE DRAWING NO.
<br />FP -2
<br />MANTECA UNIFIED SCHOOL DISTRICT
<br />DAN EAVENSON, P.E, , M w
<br />DET. A
<br />CHAIN (GALVANIZED COATED) AND PADLOCK I
<br />(B R EAK-A-WAY) GATE VALVES PER FIRE
<br />DEPARTMENT CODE1y4• SQ, I TAMPER
<br />PADLOCK I SWITCH
<br />RISING STEM
<br />6" DIAMETER
<br />THERMAL PROTECTION COVER WILKINS MODEL 350 ADA DOUBLE TEMPER SWITCH
<br />TO BE APPROVED BY DISTRICT CHECK DETECTOR ASSEMBLY Ea
<br />(SEE DET. A) It.
<br />PRIOR TO ORDERING \ BODY
<br />PADLOCK
<br />TAMPER SWITCH 1" SQUARE
<br />MIN.))
<br />-RISING STEM STANDPIPE S
<br />EXTENSION (7"
<br />DUCTILE IRON PIPE � _, _ �. 36" (PAINTED RED) (14" MAX.
<br />(TYPICAL) FLANGED ELBOW
<br />e 3 pWITH SEPARATE FDC STANDPIPE GROUND LINE MARK
<br />SEE DETAIL ABOVE
<br />FOR ATTACHED FDC GROUND LINE OR
<br />FINISH GRADE MAX. PIPE SUPPORTS -' FINISHED GRADE STANDPIPE
<br />MIiV ..._., _. I I STANDPIPE
<br />r I ! (PAINTED BLACK)
<br />GROUND UNE OR
<br />6 FINISHED ADE
<br />/ \ CONCRETE GRPAD \,\ 5y8"
<br />"95% COMPACTION 30"
<br />MINIMUM
<br />12
<br />FLOW OUT TO FIRE HYDRANT 5
<br />DIAMETER
<br />FLOW N
<br />LINE AND/OR POST INDICATOR ASSEMBLY
<br />THRUST BLOCK BUILDING F.P. WITH BODY REPROVED
<br />SERVICE SEE DET.
<br />FP -3 FOR TYPICAL
<br />F.P. SETUP)ff
<br />TO BUILDING
<br />z
<br />NOTES:
<br />1. REMOVE THE BODY FROM THE TOP OF THE INDICATOR POST ASSEMBLY.
<br />2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OF THE STANDPIPE FOR THE GROUND LINE TO MATCH UP WITH THE STANDPIPE GROUND
<br />NOTES: LINE MARK.
<br />1, SEE PROJECT SPECS FOR MORE DETAILS. 3, CUTTHE 1" SQ, EXTENSION AT A DISTANCE OF 9" ABOVE THE TOP OF THE STANDPIPE.
<br />2. CONTACT LOCAL FIRE MARSHAL OR DSA INSPECTOR FOR ALL INSPECTIONS. 4. SET THE "OPEN" AND "CLOSED" TARGETS FOR THE APPROPRIATE VALVE SIZE.
<br />3, ALL CONNECTIONS ON ASSEMBLY TO BE FLANGED, 5. RE -ATTACH THE BODY TO THE TOP OF THE INDICATOR POST ASSEMBLY.
<br />4. BACKFLOW DEVICE SIZE IS TO BE SAME SIZE AS EXISTING MAIN. 6. ALL POST INDICATOR VALVES SHALL BE INSTALLED WITH AN ELECTRONIC UL LISTED TAMPER SWITCH.
<br />5. DISTRICT TO PROVIDE IN-LINE METER IF REQUIRED BY CITY ENGINEER, 7. THERE SHALL BE 36" OF UNOBSTRUCTED CLEARANCE AROUND THE PERIMETER OF ALL POST INDICATOR VALVES.
<br />6. ALL ABOVE GROUND PIPING AND FITTINGS SHALL BE COPPER, NO -LEAD BRONZE, OR DUCTILE IRON. S. POST INDICATOR VALVE SHALL BE LOCATED AT A MINIMUM 54T ROM BUILDING.
<br />APPROVED BY CIVIL ENGINEER: BACKFLOW P R EVEI! TE R APPROVED BY CIVIL ENGINEER: TA®ARD DOST
<br />DRAWING NO. DRAWING NO,
<br />FOR FIRE LIKESINDICATOR VALVE FP -5
<br />P-4
<br />DAN EAVENSON, P.E. - CITY ENGINEER MANTECA UNIFIED SCHOOL_ DISTRICT DAN EAVENSON, P.E. - CITY ENGINEER MANTECA UNIFIES? SCHOOL. DISTRICT
<br />STANDARD FOR FIRE MUaD PROTECTION SYSTEM
<br />rn i2l M nimf-a
<br />NOTES:
<br />1. FIRE HYDRANTS, ON-STREETAND/OR ON SITE, SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS. INSPECTION
<br />APPROVAL BY FIRE DEPARTMENT AND/OR LOCAL DSA INSPECTOR IS REQUIRED PRIOR TO ANY BACKFILL.
<br />2. A MATERIALS INSPECTION IS REQUIRED BEFORE ASSEMBLING UNDERGROUND FIRE PROTECTION SYSTEMS. LOCAL FIRE DEPARTMENT
<br />PLAN APPROVAL IS REQUIRED PRIOR TO CONSTRUCTION,
<br />3. A PRESSURE TEST AT 200 PSI FOR 2 HOURS WITNESSED BY THE LOCAL FIRE DEPARTMENT IS REQUIRED FOR ALL SYSTEMS. PLEASE NOTE
<br />THAT UNDERGROUND FIRE PROTECTION SYSTEM CAN ONLY BE FILLED USING A JUMPER EQUIPPED WITH A BACKFLOW PREVENTION
<br />DEVICE ACCORDING TO CITY STANDARDS, PIPE MAY BE CENTER LOADED FOR THIS INSPECTION, HOWEVER, ALL THRUST BLOCKS AND
<br />JOINTS MUST BE EXPOSED, PLEASE ALSO NOTE THAT COATING AND WRAPPING OF BOLTS AND TIE RODS, IF REQUIRED, MUST BE
<br />COMPLETED BEFORE CALLING FOR AN INSPECTOR.
<br />4. A SUCCESSFUL BACTERIAL TEST AND FLUSHING WITNESSED BY THE LOCAL FIRE DEPARTMENT IS REQUIRED BEFORE CONNECTING TO THE
<br />PUBLIC MAIN IS PERMITTED.
<br />5, SEPARATE SUBMITTALS TO THE MANTECA FIRE DEPARTMENT ARE REQUIRED FOR ABOVE GROUND FIRE PROTECTION SYSTEMS.,
<br />6. VALVES ON BACKFLOW DEVICES ARE NOT TO BE USED TO SUBSTITUTE FOR VALVES SHOWN ON DIAGRAM. BACKFLOW DEVICE MUST
<br />REMAIN IN ORIGINAL CONFIGURATION AS PURCHASED FROM MANUFACTURER.
<br />APPROVED BY CIVIL ENGINEER: TYPICAL FIRE
<br />DRAWING NO,
<br />PROTECTION SET-UP
<br />MANTECA UNIFIED SCHOOL DISTRICT
<br />DAN EAVENSON, F.E. -CITY ENGINEER
<br />4" X 2 1/2- X 2 1/2- BRASS BODY
<br />FDC (SINGLE CLAPPER DESIGN)
<br />THREADED BRASS j
<br />CHECK VALVE L.
<br />MIIIN
<br />-T L l=� I
<br />`I
<br />BUILDING T
<br />DESIGNATION I
<br />6" X 12" ALL WEATHER PLACARD, WHITE
<br />WITH BLACK LETTERING (SEE DET. A)
<br />TAMPER SWITCH
<br />6" INDICATOR POST
<br />(SEE DETAIL FP -5)
<br />36"
<br />MIIN
<br />( l FINISHED
<br />GRADE
<br />j3
<br />=-illI ,
<br />4" SCH. 40 GALV. E SINGLE CHECK VALVE WILKINS
<br />STEEL PIPE i MODEL 310 OR EQUAL
<br />VC -90O CL 20d
<br />PVC C-900 CL 200-N,, C
<br />TO --- I-jP - _ . - , �I tI FLOW
<br />BUILDING.
<br />€
<br />TEE POST INDICATOR VALVE
<br />18' 181,
<br />WIN MIIN
<br />NOTES:
<br />1. SEE PROJECT SPECS FOR MORE DETAILS.
<br />2, ALL FIRE LINE MATERIAL SHALL BE APPROVED BY THE LOCAL FIRE MARSHAL PRIOR TO INSTALLATION.
<br />3, TAMPER SWITCH SHALL BE INSTALLED ON P€V AND CONDUIT RUN TO BUILDING MECHANICAL ROOM OR OTHERWISE DIRECTED.
<br />4. A MINIMUM 12" X 6" WHITE ALL WEATHER PLACARD MUST BE INSTALLED ON FDC WITH BLACK WRITING DENOTING SERVICE LOCATION.
<br />6. ALL POST INDICATOR VALVES SHALL BE INSTALLED WITH AN ELECTRONIC UL LISTED TAMPER SWITCH,
<br />7.THERE SHALL BE 36" OF UNOBSTRUCTED CLEARANCE AROUND THE PERIMETER OF ALL POST INDICATOR VALVES,
<br />8. POST INDICATOR VALVE SHALL BE LOCATED AT A MINIMUM S -FT ROM BUILDING
<br />APPROVED BY CIVIL ENGINEER: FIFE DEPARTMENT
<br />DRAWING NO.
<br />CONNECTIOP /PIV FP-6
<br />EAVENSON, P.E. CITY ENGINEER MANTECA UNIFIED SCHOOL DISTRICT
<br />ro
<br />W W W mcrEll g LOr% �+ +•
<br />OFESSIn
<br />iA� l
<br />No. C54088
<br />OR 12-31.15 �
<br />F DF C�L��
<br />Copyright 0 2014 Rainforth Grau Architects. All rights reserved. Reproduction of these pians, either in whole or in pari, including any form
<br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited.
<br />DSA
<br />File No. 39-53
<br />IDENTIFICATION STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />02 114490 INC 1
<br />AI / FLS SS
<br />DATE t! ® 1
<br />r
<br />DRAWN PROJECT" NO.
<br />SLS 15-014
<br />CHECKED DATE
<br />JDE 6-26-15
<br />SCALE SHEET
<br />AS NOTED
<br />C3.0.1
<br />
|