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AND METER BY
CITY OF RENTON (TYP.)
BA5E LINE STATIONING
NOTE
STA. BA5E0 ON MAP DIMENSIONS
PRIOR TO C0N57'RUC7-10/V CERT/F/EO
SURVEY STAT/ON W&L BE PRD V/OEO
GENERAL NOTES FOR CONSTRUCTION.
1. All work materials shall be in conformance with the standards and specifica-
tions of the City of Renton Utility Department and the latest edition of the
APWA Standards and Specifications.
2. All locations of existing utilities shown are approximate and it shall be the
contractor's responsibility to verify the true and correct location so as to THERMITE THEI?MI7.5
avoid damage or disturbance. WELD WIRE WELD WIRE -
3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI CONNECT/ON, TYP CONNEC/"/ON, TYP,
Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar
lining and seal a push- shall conform to ANSI A -Bedding or latest revision. /yECHAN/CAL JOINT BOND PUSH -ON JOINT BOND
Pipe joints to be push -on or mechanical joint. Bedding to be Class C. �-
r N T ,S, /v. ........ _
i Class 250 unless otherwise cement lined, C s iron, m
4. All fittings to e c >........................................ :.......................................:......... ;. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
or latest revision. All fitting joints to be mechanical joint or flanged. . . . . . . . .
Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be F/NISI/ /'-�" SQ. CO NC. SLAB
125 lb. configuration, unless otherwise specified on drawing. . . . . . . . . • • . • • . GRADE
III
t maintain a minimum cover of 36 T�/ERM/TE V✓/RE S/17E AWIFE OR SAFETY SWITCH — VOLTMETER, TYP. � 6"
5. All water main 10 inches and smallero �_
inches below finish grade. All water main 12 inches and larger shall be at WELD CAP VAR/ES ' . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . .
fl icts oc r D.C. POWER SUPPLY /00 AMPERE .5HU/VT'OR_............:.......................................:...................................................................................................................................................................
a minimum of 48 inches below finish grade. Where utility con cu ��
water mains are to be lowered to clear. i AMMETER(°OPT101VAL) • • • • • • •
CLEAN WELD . . . . ... . ... . . ...
y
` r FLASH MOUNTED TERMINAL �6/�/ j
6. All water mains shall be pressure tested and disinfected in accordance with AREA TO "��'lII'I'i' �'g` �� . . • . . . . . • • f� �G
the specifications of the City of Renton and the Washington State Health I . : l=LDLt7 OR CLAMPED TEST STAT/ON BLOCK . . . . . • .-�S`j�""�. `
testis shall be done in the resence of a repre- BRIGHT JOINT BOND, I
Department. All pressureg p METAL i TYP. � i W//'E CONNECT/O/V; I
sentative of the City of Renton. \\ r�/�n TYP. EACH END 2-#/2AW6 COPPER
7. A preconstruction conference and twenty-four hour notice will be required'
WIRE WITH WHITE ......... ........... ..... ..... _._ .__. ....... ..... _.......................................................
_......
prior to starting new construction. TW INSULATION
8. It shall be the contractor's responsibility to secure all necessary permitsAM
P/!'EL /NE P/PEL /NE ' -0 " M I &
prior to starting construction. SPA/V THERMITE WELD —ONE P/PE
. . THERM/TE WIRE CONNECTION, D/A. MIN. . . ... .
9. Installation of corporate stops, water services, lines and meters to be WEL D WIRE
TYP. :_ a . .
accomplished b the Cit of Renton. C ...............................................................
P y Y CONNE T/ON...................................................................
10. All connection to existing mains to be accomplished by the City of Renton. �QTE's'; �JOI/VT BOND CO/V T�NUI T 7 TE�T ! P/PEL/NE ..... ... ........
All necessary excavation and materials to be supplied, by the contractor any : ' .
be on -site prior to City notification. I. COAT WELD AREA 3' AND FIZZ RECESS ON SCHE114ATIC • . . . . . • . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
I
TtIERMi TE WELD CAP W/ TH COLD APPLIED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
11. Inspection will be accomplished by a representative of the City of Renton. COAL TAR /Y/ASTiC AND APPLY C�9P TO WELD. /V. T.S. • •
It shall be the contractor's responsibility to notify the Utility Department i FLUSH MOUNTED TEST STATION
24 hours to advance of backfilling all construction. �, COPPER SLEEVE REQ� FOR T//ERM/TE WELDING N' T `�'
............................................................................................................................................................................................... ...........................................................
12. Contractor to provide plugs and temporary blow -off assemblies for testing OF #/2 AW6 AND SMALLER WIRE,
and purity acceptance prior to final tie-in.
3, LJSE COPPER SLEEVE ON �#2 AWG JO/NT �� r / APPROVED B P�
4V,
BO/VDi'NG VV/RES, /�5 �8C/%� � �Ei� �� T%Oit/ %- �i C'li��Ti��%G�� ��if% �
February 1980/"C%B�/G'
THERM/TE = D WIRE
Cl Tk OF RED TON PU,64k WORA'S D/RECTOf� DA TIE
I U I Ur\I_ U
0. 5' (' G.I. 900 BEND (MJxMJ) G" TAPPING GATE VALVE (MJ) WATER LINE
8" C.I. PLLJ�, ivl.l� G" C.I. NIPPLE BY OTHERS
BASELINE — G" C.I, SOLID SLEEVE (LP) 5" MVO FIRE HYDRANT (MJ)
STATIONING TEMP, 2" BLOW OFF ASSEMBLY (CITY TO TAP MAIN)
THERM/TE WELD 2 AWG STRAA0ED THERM/TE WELD7 --#2 AWG STRANDED
CAP, TYP ; COPPER WIRE WITH CAP TYt? / COPPER WIRE W/TR
TW i/VS'ULAT/ON ..: e,'' TW I/ SLILAT/ON
/v. T S
BY 1-.91 I=--
/ - Z7- 87 2 -rRAG7 „ X t Y
5-G -95 I DETAILS
UaIC No. Description
REVISION
RML Designed ON
.BF Draw BF
By
Che DVW
Aopro
HORIZ. /" = 40,
Scait VERT. /" = /O' LDai APR/L 1985
Project Nc, S 820102
POOL
ENGINEERING, INC.
Consulting Engineers 6 Surve(/ors
2950 Norlhup Way
Belleuue• Washington 98004
(206) 822- 464
1225 Tongass Avenue
Ketchikan. Alaska 99901
(907) 225-6626
SOUTH _KNOLL
WATER WATER PLAN AND DETAILS
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