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RECORD DRAWING DATA ADDED "PHASE 1"
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PROPOSED 8" CURB
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Da'� ® CONSTRUCTION NOTES 81
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LP SCONSTRUCT 2" WATER SERVICE LINE PER DETAIL HEREON.
56 INSTALL 2" METER. METER BOX
PARKWAY , BROOKS # 65-H
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METER
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ANGLE METER STOP � '� !� �' �` , •
JAMES JONES*F-1527
OR APPROVED EQUAL A V E N U E 60O
93 x
GALVANIZED "PIPE
90° STREET
ELBOW
SLOPE UP TO METER-;
f
900 THREADED ELBOW (GALV.)
IEAVY DUTY BRASS GATE VALVE
VELIT NIPCO T-113' OR
:OUPLING APPROVED EQUAL
TRANSMISSION
MAIN f a
211 WATER SERVICE CE DETAIL ,Q
PHASE I STA. 10+00 — 32+85 -
BRIDLEPATH DRIVE
SEE SHEET Q 13
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PROPOSED 8" WATER
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RECORD DRAWING .
The information on this drawing is obtained from others and o�
must be verified in the field. by anyone prior to use for
construction. J.P. KAPP & Assoc. is not responsible for •
underground facility locations or depictions. All above ground 3 �+
t facilities cazbe readily seen and verified by the parties that 2 4
intend to use same.
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A V E N U E y� aQ�oF�sso,
REVISION NO. 5 PREPARED BY
HALL R FOREMAN INC.Np; No. 22015
13921 NEWPORT AVE , , STE. 200 Exp 9-30-93 I
TUSTIN , CA 926812-7803 ► - T�/�/� '
TEL. (714) G4473404 - Jl� Nit.
REVISIONS
NO. DESCRIPTION
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ADDED 2" SERVICE ME TER 11-.1680
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Onsite Water System
C. HOGAN RCE 6 9 DATE
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D r o. n b y 1 S o a l i r
VIL ENGINEERS, STRUCTURAL ENGINEERS, CHERRY AVENUE.
REVISIGl MP .
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LAND PLANNERS, & SURVEYORS
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COMP.
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T ST CALIFORNIA A9Z 80aVENUE (714) 730-575 D• I grs•d by : STA. 10+00 TO 33+00' Oa • t
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WATER D I STR I BUT I ON S'YST'EM SHEET 9 - 65 E0 : 271 PF : S64001 1658 04 -Doo -88 1202 PM /,3'64001.02'132
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