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COVER PLATE DETAIL
NO SCALV.
MATERIAL SCHEDULE MATERIAL SCHEDULE
1. 12" STEEL PIPE SPOOL, CML & C, 8 GAUGE, FLG X P.E. (CONTINUED)
(JOIN W/BUTT STRAP CLOSURE)
2" PIPE SPOOL, FLG X VIC.
0-12 "X12' 'X8" TEE, FLG X FLG, DIP a-
2" VICTAULIC CPLG.
3. 12" GATE VALVE, CL. 150, FLG. 8—
12" PIPE SPOOL, FLG X FLG, DIP (E�_ 10"XlO"X4' TEE, FLGD, STL PIPE, CML ONLY, CL 150
12"X8" REDUCING 900 ELBOW, DIP, FLGD. 0— 4" PRESSURE RELIEF VALVE, CLA VAL 50G-01BS
C, 27 �8" PIPE SPOOL, FLG X FLG, DIP 4" DIP W/RESTRAINED JOINTS
7. 8,, GATE VALVE, FLG, CL 150, W/HANDWHEEL 28
PRESSURE RELIEF VALVE OUTLET & CIOVER PER DETAIL SHT_ __
8" PRC -55 "URE EKE-GUCIM6 k CHECK VALVE 06NCRETE THRUST BLOCK
C LA VAL__ 91-C ABOSL ELAS �-La-0-m
W/SS TRIM & EPDXY LINED & COATED _141XI0'X5' DEEP, PRECAST CONCRETE VAULT, BROOKS 900FV
SERIES OR EQUAL, COMPLETE W/8" DIAMETER SUMP KNOCKOUT
y. 8" VICTAULIC CPLG THRU FLOOR, PED LOADING GALV. STEEL SECTIONAL COVER
W/STEEL BEAM SUPPORT SYSTEM. POINT- LQADING
10 8" PIPE SPOOL, FLG X VIC, DIP SHOWN THUS (16 K LOAD).
T
11. PROVIDE 4- SIFIRIMS ASSISTEO HINGE COVERS 10 SOLT
OWN PLATE5A5 iHDw`m. 31 5/8"-HILTI BOLT CONNECTION, 4 REQUIRED DRY PACK BASE
12 811X811411 TEE, FLGD, DIP PLATE AFTER HILTI BOLT ANCHOR
13 10,,x10„x8” BASE TEE, FLGD, DIP 32 6" DIA PVC VAULT GRAVITY VENTILATION SYSTEM
14 10" PIPE SPOOL, FLG X VIC_ 33 16" GALV. STL. LADDER, 3/8" X 2 1/2" STRINGER O/ 3/4"
0 RUNGS
15 10" VICTAULIC CPLG
0— 16"O.D. BLIND FLANGE 8— 3/4" MAX AGG BASE
35 GRINELL TIP 264 ADJUSTABLE PIPE SUPPORT SYSTEM W/221
17 10" TEE, FLG X PE X FLG, STL PIPE, 1/4 WALL MIN. CML PIPE & 2 1/2" FLOOR FLANGE SHOWN IN PLAN VIEW (14
ONLY REQUIRED)
@ 10" TURBINE METER &STRAINER, ROCKWELL MODEL W-5500 36 PRESSURE GAGE (0-200 PSI) W/SHUT OFF COCK & DAMPNER
DR, FLGD, W/ELTRONIC METER HEAD W/4-20 MA SIGNAL
19 10" PIPE SPOOL, STL PIPE CML & C, 8 GAUGE, PE X FLG.
00A/67 c,=_WC�5 6'**r--,x?oA,-7 /e,
20 722 0
4" GATE VALVE, FLG, CL 150, W/HANDWHEEL
0 dC' COC40,e YJA 11V Z_ /^/A- 01
21 2 q,
4"X2" REDUCING 900 ELBOW, FLG, DIP 00AI�-P671_
sEE C 14A AINE L PLANS
22 2" PRESSURE REDUCING VALVE, 90G-01AB, W/SS TRIM &
ZA
EPDXY LINED &COATED, CL 150
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PRECISE GRADING PLAN
Construction Notes and 0u6n,fity,,Es*ti,matesl.1
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C�-T?) L)C,-T No op -a To 301H CA-Tc1} P_v"91N.
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H V2 41'40'5 59.50' E'L( LINt or w i rs rsm-r To � rcp
19014121.6'
160 q4 42) w riZxe
q>—,& 4f 44'1�0' 777 0o' L= 64:41'
CD
REVISIONS
J.P. KAPP 1 AS I INC."
C I TY OF F O N T A N A CALIFORNIA
DRAWN BY DATE
NO. DESCRIPTION
DATE= BY,
v
PUBLIC WORKS DEPARTMENT
Of'. BY
REVISED BY
-CIVIL ENGINEERS, STRUCrURAL ENGINEERS,
rown'byi a a
FLOW CONTROLER, PRS TSTA
REVISION APP.
LAND PLANNERS, & SURVEYORS
START COMP.
15892 PASADENA AVENUE
TUSI'IN, CALIFORNIA 92680 (714) 730-5757
asignod by: D to i
GRADING ELECT. DET
TRACING CONFORMED
ted ed geLoW 0_0j4)7 -9o4,1,6)2 LOC-4770AI e C2AZ4,9c-r112A1.5'
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SCALE,
Aa�d'ed A•V.
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Approvade 4pA- 9 •
MAP
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J. P., 111111, P_ R.C.E. 2201S DATE
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Fontana Standard Sheat 64[0,2713PF9 364001 1595
23 -Aug -90 09106 PM 364001._02---120.