HomeMy WebLinkAbout90D1081NOTER.6oX-TO BEFOG=TITS 3/4"METE12 �/-PROPERTY
"tl-D R.APPROVEO EgUAL ��'���/\J/}\7�' I LIrrE
EXTEND To PKOPEKTY LINE AND
Di CONNECT TO PROPERTY GEICV ICE
z 7 = W/COMPRESISION TO IRON FIFE
Q I O THREAt7 COUPLINC>, NLIELLER
�1 v H-1645 OR APPROVED EquAL,
(IF UNABLE TO CONNECT,PLUG J /
111 wITiG 1 AL\1. FLUE. ---�
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MUELL,ER; N 153h3
�h"hIETER
PLA
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FOR S' s\DE WALK
OFCUR6 TO METER
cuRB
S'-l11/i° FROM 6ACK
PEAL-EV 1U £�w'
Far_ 7 S' SIDEWALK(NE"iER
•�••.
.ANGLM CHECK VALVE
FORDnHA'J4--6' 3 OR
9"(aI4YHEtERi
APPRoVEt7 EQUAL
12° (I "NETER�
ANGLE VALVE—J
h
CORK STOp�
.�
ELE`/ATION
�4Y TYPE'K
- — I
COPPER PIPE
INSTALL I"TYPE K COPPER CI I Y OF
I-10RILONTALLY,wrrNouT AUBURN WASHINGTON
-101NT9b 6ETWEEN CORP.
STOP Y Tee., USING
COMPRESSION JOINTS ONLY
3/4" DUAL WATER
t-ORD coPPERsETTER METER INSTALLATION
W/ PACK Jo1NT COUFILy96-S
OR APPROVED eQUAL— /
12 1KA' "LOMCT^L"C SUPPORT PIPE j ENGINEER �zG DATE 2I6(o
THROUGH L9A9C RING K15QWXEb.
EX i6 r F'Fl
LN `C=D
24 X 36 PRINTED ON NO 1000N CLEANPRINT .
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NOTE; EKTEND TO PROPERTY L1NP-
MFTER 60Y.To BE FOG-TITE ANO CONNECTo TFROPECtTY
11-D KOK i�4" METER. ANO SERVICE WIvp COMPRESSION
#5-10 FOR I"METER OR To IRON PIPE THREAD
APPROVED EQUAL COu PUNC. ,MUELLF--R N-IS45
OR APPROVED EQUAL-. ( Ir=
UNAESLE TO NNEC-T I PLUC-
WITN C>AU/.IPLUh)
-C.oRP� STOP
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3 PRoPERTf UNE
DEAN
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FOR S' cIDE_WALK
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I Il FOR, 7. s' SI OE WALK(METER PI.PLE IN 2/\
CU RIn"
••' AN(�LF CHECK VALVE
KoRl7'°NA34-32� OR
q"('Ik MEtER� APPROVED EquAL,
12"(I NET ER) --
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ANGLE VALVE -- O
CORP. STop ELEVATION TYPE K - \
COPPER- PIPE
NSTALL TYFEYCOMPIK CITY OF
NORI7-oNTALL*1',WITuoUT\ AUBURN WASHINGTON
JOINTS PETWEEN CORP.
6TOP E. COPPER SETTE.F_
uslHr> COMPRESSION JOINTSoNLY 3/4"R, I" WATER METER R
FORD Core aRSETr F_R SERVICE LINE INSTALLATION
W/ PACK JOINT COU['Ljo(,5
OR APPROVER EgUAL_�
12" LONG METALLIC SUPPORT OM71 ENGINEER DATE 2/B!
THRU6H 5^5E KIA1G REaUIKED.
SECTION 161,T21N, R5E
J
FI CONSTRUCT v' CONCRETE SLAB. L.454UARE (2' c Y`!r�
1S
p� Y CENTE.ZE7 ON HYDRANT IF F\YVRA.NT
E"
FIN 15H PAVEMENT
SET BEHIND SIDEWALK OR ELSEWHERE
"G' i
it m (AWWA &oc-77
CuR3 G G:JTTER
j � 2S
CAST IRON VALVE $O%
_IO MIL PLASTIC SHcETING
Cn°RFSIUAN'�
OVER GRAVEL
WCDGc GATE VA'_VE
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MFS.HANIGAL
� II1YwasHED GRAVEL
JOINT
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I) WHERE NO CURD 6UTfER 1S \NSTALLED, V\RE HY ORANT SHALt-
t5E L0CA77E0(I1k RELATION TO STREET C=NTER L1NE!�) AS
CITY OF
INDICATED ON THE DRAWING(E.
2) INSIDE Ct7` LIMITS E AREA WITHIN GIKT_MESTKICT No.44
AUBURN WASHINGTON
HYDRANTS TO NAv1_ 2-2'/ "N.ST. HOB - PORT E \
PUMPER PORT. C NAT ZONAL STANDARD THREAD)
.�3�MEGA-LUC3S M4.< BE USED IN PLACE OF SLiA.CKL.E MOPS
51/4 M.V.O. HYDRANT
WITH PRtOV_ APPROVAL OF 11TlLITY ENGINEER-� WATEp
SETTING DETAIL
DIVISION SUPCR.VISOR.
ENGINEER DATES E'7
PROJECT VICINITY MAP
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CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE CITY OF AUBURN STANDARDS AND SPECIFICATIONS.
2. THE STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED
BY THE CITY OF AUBURN.
3. THE UTILITIES SHOWN ARE IN THEIR APPROXIMATE LOCATION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE NOTIFICATION
ALL UTILITY COMPANIES (WATER, SANITARY SEWER, STORM SEWER,
NATURAL GAS, POWER, TELEPHONE, CATV, ETC) TO VERIFY THE
EXISTENCE AND ACTUAL LOCATION OF UTILITIES. THE CONTRACTOR
SHALL CALL ONE -CALL FOR LOCATIONS (1-800-424-5555).
4. A COPY OF THE APPROVED PLANS MUST REMAIN AT THE JOB SITE AT
ALL TIMES DURING CONSTRUCTION.
5. THE CONSTRUCTION SURVEYING FOR INSTALLATION OF CITY
UTILITIES SHALL BE DONE UNDER THE DIRECTION OF A LICENSED
LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL ENGINEER.
6. ANY REVISIONS TO THE APPROVED PLANS MUST BE REVIEWED AND
APPROVED BY THE CITY OF AUBURN PRIOR TO IMPLEMENTATION IN
THE FIELDk.
J" vv C
7. ALL SANITARY SEWER PIPING SHALL BE SDR 35 PVC PIPE,
CONFORMING TO ASTM 3034 OR 3035 STANDARDS. THE MAXIMUM
LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES.
8. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH CRUSHED ROCK, 4
INCHES UNDER AND 6 INCHES OVER THE PIPE.
9. ALL CONNECTIONS OF PVC PIPE TO MANHOLES SHALL BE MADE BY
USING A.C. MANHOLE ADAPTERS OR APPROVED EQUAL.
10. MINIMUM COVER FOR WATER MAINS SHALL BE 42 wcHE5,THE MINIMUM
VERTICAL CLEARANCE AT SEWER CROSSINGS SHALL BE 18 INCHES,
WITH THE WATER MAIN OVER TOP THE SANITARY SEWER.
11. WATER MAIN PIPING SHALL BE CLASS 52 CEMENT MORTAR LINED
DUCTILE IRON PIPE.
12. WATER METERS, FIRE HYDRANTS, AND BLOW ASSEMBLIES, SHALL BE
INSTALLED IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD
DETAILS.
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CITY Or= AUeURN GREEN RIVER ESTATES SUBDIVISION
ENGINEERING DEPART.MEN.'I KING COUNTY PLAT tI888-24
OAT E:__.` ��.- 20 CARL J. MOORE
�;rPROYEU $`lk* --
3M ENTERPRISES, INC.
P.O. BOX 5425
KENT, WA
4��3 90 D 1081 1 OF 2
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PLATE i SINGLE PLAN - PROFILE DOTTED
CHARLES BRUNING COMPANY
MADE IN U S A
2I
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26
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RECEIVED
OCT 1 6 199)
AUBURN BLDG. DEPT
PI /D + 37. 63
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