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PLASTIC METER BOX MII, �` O �+/ cv
IN-LIN DOUBLE CHECK BFP 416;�II� a) z
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C �D N/�/ a.a\J.J -03 ���� 11.= III 01 0 Xt=�jNOTES: m1 W m%� 1. METERS SHALL BE LOCATED ADJACENT TO PROPERTY LINE. ,WATER MAIN SADDLE AND 2. METERS ACCESS SHALL NOT BE RESTRICTED BY FENCE, VEGETATION, ETC. �•..,..}'. 1 LAYER3/4" OR 1" CORPORATION COCK 3. SERVICE SIZE 1" ••x. • A #15 FELT '0\7
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TYPICAL WATER SERVICELzi 1( WNOT TO SCALE I— 'I 2 4110}
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1 - VALVE BOX AND BOOT SHALL BE CAST IRON. I
2 - VALVE COVER SHALL BE MARKED "WATER". j THRUST BLOCK DETAIL
3 - VALVE TOP SHALL BE FLUSH WITH FINISHED �2CAST IRON ADJUSTABLE NOT TO SCALE Q
GRADE OF NATURAL GROUND. VALVE BOX
4 - GATE VALVE SHALL BE RESILIENT SEATED Z
VALVE WITH RING-TITE ENDS OR APPROVED _L. SIZE TEES&
1/4 BEND 1/8 BEND PIPE 1/16BEND SE /32 VALVES PLUGS 0
YARD FAUCET 5 - EARTH UNDER FLANGE TO BE FIRM AND WELL Q AB AB A B ABCD 0_
\/\/\ `�I✓ \/////\ =Lk TAMPED TO INSURE AGAINST VALVE BOX wwww 3"Sc 4" 12" 8" 6" 9" 6" 6" 7" 10" 7" 15" Q
//\ % ��\//�� /:r. SETTING. WATER MAIN 6" 16"10" 9" 10" 6" 8" 10"12"10"21" 0
�_.'.-- PVC SDR-26)
8" 22"13" 12"13" 8" 10" 13"16"12"29" 0-
7,VALVE AND II 10" 26.'17" 14.'17" 10" 13" 16"20"14"36" = I
- VALVE BOX I Il n ��. • 12" 29"21" 16"21" 1 1" 16" 18"24"1 6"41" (/) I—
PLASTIC METER BOX TYPICAL FOR 2000 PSF SOIL LLJ Z I'
11 Il ONCRETE PAD OR BAG OF SAKCRETE > 0
CAP MAIN LINE & BOX 1. ALL VALUES SHOWN ARE MINIMUM FOR A HYDROSTATIC PRESSURE OF 150 P.S.I. LLJ z U Z
THREAD SERVICE A_�. TYPICAL VALVE INSTALLATION AND A SOIL RESISTANCE OF 2000 LBS/SQ. FT. WITH PIPELINE HAVING A MINIMUM
_= OF 30" OF COVER. > D w 2
LINE INTO CAP/V % k
\,\\/� ; NOT TO SCALE 2. THE ENGINEER WILL CONSIDER REDUCTIONS OF THRUST BLOCK SURFACE AREA J_ CL (")
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UPON SUBMITTAL OF APPROVED SOIL RESISTANT TEST RESULTS GREATER THAN I-
1" P.V.C. c �J 2000 LBS SQ. FT. ( w W Z
anal 3. THE LOCATION OF THRUST BLOCKS DEPENDS UPON THE DIRECTION OF THRUST I D
SHUT OFF CORP STOP. AND TYPE OF FITTINGS. Q 0
TYPICAL END—OF—LINE FLUSH 4. JOINT RESTRAINTS, SUCH AS MEGA LUGS, SHALL BE USED ON ALL FITTINGS. 0 U
5. MINIMUM CONCRETE THICKNESS 18". Z
NOT TO SCALE
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\\V 11 I 1 I I=1 I=1 1= 1=I I /\� POTABLE WATER PIPE TO BE BLUE.
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CONTINUOUS NO. 14 '^
35' PIPE COPPER TRACER WIRE rwm"� �,/,"w
8.5' 2' SHDR. 14' 2' SHDR. 8.5' hilitrr TRACER WIRE TO BE TAPED TO THE TOP OF THE - -3'.°. 5�
SPRING LINE OF PIPE PIPE AT EACH JOINT AND SHALL CONNECT TO .n..�
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� AL FITTINGS AND VALVES IN ACCORDANCE WITH
.; E.C.U.A.REQUIREMENTS.6" AGGREGATE BASE COURSE \� • / J0.2' FALL 1.5" SF9SA OR S95B / a. / H
OCK LINED SWALE p \�.2 x \/ Ro . 8 \/ c""v1.
FILL SECTION III III _ III 11 1 111` 1 \�\\�\\\/\\/�\---,\\\� p Bch s�
-111I11111111' IIIIII' III a1 ill_ CUT SECTION �� s"
NEW WATER LINE (36" MIN. COVER) PIPE INSTALLATION DETAIL
SHOULDERS TO BE COMPACTED IN-SITU SOILS ON BOTH SIDES (SIDE OF ROAD AND SIZE VARIES)
(BASE TO BE COMPACTED TO 95% STD. PROCTOR) WITH TRACER WIRE) 1
N T TO SCALE
MINOR RESIDENTIAL ROADWAY SECTION SILTATION FENCE DETAIL aif.
ASPHALT PAVING W/AGGREGATE BASE COURSE & 2' SHOULDERS NOT TO SCALE
F. 0
NOT TO SCALE
� Revisions
ONE LENGTH (18') DI \ 36" MIN. PVC Date Description _
(TYPICAL EA. END 0
ELE
W/10 CREEK BOTTOM
Designed By
)nPHOR)R0Dler DPJ
/ r�( Drawn By.
MIN 5' DPJ
THRUST BLOCK (TYP) Checked By:
j :. • \� DPJ
%�L n• ,a 1 , Job No.:
PROVIDE CASING IF FLOWING WATER . 190001
IS PRESENT - BORE PIT TO BE MIN. Dote:
10' CLEAR DIST. FROM WATERS EDGE DI PIPE/FITTINGS (TYP) 1 /31 /22
Scale:
TYPICAL CREEK CROSSING AS SHOWN
Sheet No.:
NOT TO SCALE C-44