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"WET TAP" OF EXISTING WATERMAIN TO BE
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DONE BY APPROVED CITY CONTRACTOR.
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(SUPERIOR TAPPING OR STEER, TAP)
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"WET TAP" PER CITY
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DETAIL #300.1;
CONNECTION BY CITY
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CUT -IN CONNECTION (BY CITY FORCES) _ -_S
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1- 8x8x4" WET TAPPING TEE (MJxFL)
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1 -4" GATE TAPPING VALVE (FLxMJ)
1- CONCRETE BLOCK — — — — — —
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NOTE:
ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY
OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
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ALL WATER SERVICES SHALL BE
1" SERVICE LINE PER CITY
STANDARD DETAIL #320.1
ALL WATER METERS SHALL BE
3/4" IN SIZE
OFFE ENGINEERS
13932 SOLITHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
OLYMPIC / AVENUE NE
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- - -- 33LF., 4" D.I. WATER MAIN
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UTILITY EASEMENT LINE)
EX. SERVICE TO BE ABANDONED
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UTILITY EASEMENT LINE)
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NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 1- 800 - 424 -5555
4" END CAP MJ
2 PERM. BLOW OFF
CONCRETE BLOCK
PER CITY OF RENTON
STANDARD DETAIL #340.1
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a m END PRIVATE SECTION
395: 16' 13.5 395
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� II 36" BURY: MINUMUM
......... 3.9.0 a ... ............... . .......... ........... ........... .4 ":.D..I. WATER MAIN ........... ........... ........... ...........
N 2336F..
390
F II 1/7 12" STORM
6" STO
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.........385.:......... � _._� _.. _........ 385
I // DEFLECT PIPE
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OLYMPIC AVENUE NE
21 +00 22 +00
20 +00
.......... ......:........... _..:........ ........:................:..... _.........:_........... _.:_..............:..........-------------------------------------------------
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Ncr�ti SITE SURVEY &MAPPING SCALE "�'"'� �'° �°�°°� c9 ,.� CITY OF
Z: D.L OFFE, P.E. ..0 RENTON
2180 D.L OFFE, P.E. � oic wx DATUM
iST,(G� °�1°° F• I Planning /Building /Public Works Dept.
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WC, f" 12/19/2013 NO. REVISION BY DATE APPR
W- 311001
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
M1 RECOMMENDED FOR APPROVAL
By- AW0bLl,60 HU✓ Date. 1/23/14
By' Date-
By. Date-
NE 7TH NORTH SHORT PLAT
KRRV DEVELOPMENT, LLC
WATER PLAN & PROFILE
3506 NE 7th STREET
CD' w -3�lGo 1
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09/25/2013
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