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TYPE I SS MH FOR BACKFLOW VALVE ACCESS
RIM 17.00 IE 12.60 6" COMM
INSTALL 6" NDS GRAVITY FLOW BACKWAO
VALVE (PER CITY REQMTS) ON SIDESE1 .
IN MH PER DETAILS THIS SHEEk
Scale 1" = 20'
CONTOUR INTERVAL 1 FEET
PROJECT BENCHMARK: BENCHMARK "G"
EXISTING FIRE HYDRANT SOUTHWEST CORNER i
LOT 1 AT LIND AVE SW, ELEV 20.16
TOPOGRAPHIC AND BOUNDARY DATA i
PER ALTA SURVEY PROVIDED BY OWNER
HOA SURVEY DATED OCTOBER 5, 1999.
HORIZONTAL DATUM: CITY OF RENTON NAD 83/91
"CAL DATUM: CITY OF RENTON
CONTROLLING BENCHMARK:
CITY OF RENTON BM NO. 672 "CHISELED SQUARE iN CONC WALK
6.5 FT WEST AND 1.0 FT NORTH OF SERVICE ENTRANCE DOOR
TO SAM YOUNKER'S DATSUN" ELEV 20.94
LEGEND
- STREET LIGHT
0 SANITARY SEWER MANHOLE
NEW PAVEMENT
0 STORM DRAIN MANHOLE
EXTRUDED CURB
0 STORM DRAIN CATCHBASN
NEW CEMENT CONCRETE
V FIRE HYDRANT
• POWER POLE
A WATER VALVE
® TELEPHONE Rim
WATER METER
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RENTON CYCLE CENTER, RENTON, WA
A PORTION OF THE SW /4 OF SEC. 30, TWP 23N, RGE 5E, W.M.
CONECT ROOF AND FOOTING DRAINS DIRECTLY
TO EXISTING DRAINAGE SYSTEM W/O
WATER QUALITY CONTROLS USE 6' PVC 0 S -1.00%
W/ 6" CLEANOUT AT ALL BENDS TYPICAL
EXISTING SO MH
RIM 15.44
IE 9.55 15' E,S
STANDARD SANITARY SEWER NOTES
1. Pipe shall be rubber qosketted, PVC, ASTM D 3034, SDR 35.
2. Side sewers shall be six inch size and shall be a minimum of five feet deep at a point ten feet beyond the
property line. Lots for which five feet is not considered sufficient depth shall be noted with a maximum invert
3. Minimum slope for six inch laterals shall be 1.0X.
4. All laterals shall be caPPed with a watertight plug, and shall be marked for location with a 2 X 4 X 8 stake
painted white, marked "SEWER with depth pointed in' black on the street side.
5. Side sewers shall be constructed in accordance with the City of Renton Standard Deta6.
6. Side sewers shall be tested for acceptance at the some time the main sewer is tested.
7. New connections to existing manholes or sewer lines shall be sealed off until upstream construction is finished,
tested cleaned and accepted by the `City Engineer.
8. The contractor shall adjust all manhole rims to flush with the final finish grade. All manhole rings and covers
shall be per the City of Renton Standard Details.
9. Contractors shall maintain a minimum of 10 foot separations horizontally and 3 feet vertically between all water
and sewer lines. Any conflicts shall be reported to the City Engineer prior to construction.
WATER SYSTEM GENERAL NOTES.
y 1. Water system Improvements for this project are limited to a new domestic meter installation.
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WATER__ AND. SANITARY SEWER CONNECTION PLANS
EXISTING FIRE HYDRANT ASSY
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R RIN RENTON
RYKEIS •*��+.— � DAB lanninOfAnilding/Public Works Dept
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NO. REVISION BYJ DATE APPIR
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"0' NDS GRAVITY FLOW BACKWATER VALVE
PER CITY REQUIREMENTS SET IN MH FOR
ACCESS
BACKWATER VALVE DETAIL
RYKELS ENGINEERING GROUP, INC.
Consulting Engineers - Civil.. Municipal, Subdivisions, Land Development
28301183rd Ave SE, Kent, WA 98042 Ph 253 - 631 -6599 Fox 253 - 638 -1982
WATER AND SEWER CONNECTION PLAN 6'2'2°°4
RENTON CYCLE CENTER, RENTON, WA �.
3900 UND AVE SW, RENTON, WA 99055 004-101
OIINER/DEVEIAPER: DAVE GROOM( Pit 425- 228 -5681 TAX 425- 228 -3661
—11 I MINI N11 Nl!A AI
SCANNED OCT 08 2Aeja
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RENTON CYCLE CENTER. RENTON. WA
TYPE I SS MH FOR BAMnOW 1
RIM 17.00 IE t
INSTALL 6' NDS GRAVITY Flo'
VALVE (PER CITY REQMTS)
IN MH PER DETAIL
. I
I
UXOG 1" • 20'
C ID IMM INTERVAL 1 FEET
PRUCT MDCHMARK: MWARK "I
EIOSW F K HYDRANT SDUTWST CORNER
LOT 1 AT LMD AVE We UY 20.16
1 AND lOUNrDAR'Y DATA
PER ALTA SAM PROUD OY 000
MDA SOVEY DATED OC1aER 1 1on.
MORITONTAL DARM GOY OF RENTON MAD 83/0
VMM DATUM: CITY OF RENTON
COMTROLLM eENarIMA�IC:
CM OF RENTON N NO. 672 00#%LED SQUARE IN COI
6.3 FT KST AND 1.0 FT WN OF SERVICE ENTRANCE
TO SAM -- ER'S DATUM'' ELEV 20.94
LEGEND
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CITY OF
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WATER AND SEVER CONNECTION PLAN
RENTON CYCLE CENTER,_RENTON,_WA —
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UTM v 3800 LIND AVE S11 RENTON, WA 98055 00+ -;01
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