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IN NW1 /4, NW1 /4, SECTION 15, T.23 N., R.5 E., W.M.
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. LOCATION
ELD SURVEYED) l
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11J _�1 12"SS(#S-50z ss
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C.O.R. BM #1937
W ELEV = 403.723 -
PP W/LU
IC. CURB & GUTTER --- w
SIDEWALK
CONC, - W-
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12"C.I. W (WD. #90" -
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EX, C.B. INV
TOP 402.98 o CORE EX. MH & RECHANNEL. -
I N V 399.98- 10"S `i' INSTALL 6" SIDE SEWER NOTE:ALL TRENCH RESTORATION I
E X. M . H . WITH INSIDE MH DROP PER SHALL BE CURRENT CITY OF Ex. M.H.
C.O.R. STD#B075-1. RESTORE RENTON TRENCH RESTORATION &
TOP 405.61 ,� (APPROX. LOCATION)
EX. PCC PAVEMENT STREET OVERLAY TOP 410.42
3+00 INV 379.31�18E I
PER C.O.R. STD#HO33 INV 380.42-18"E
969.66' _ _1634,81% - INV 379.21-18 W 4+00 30"STE-24"HOPE INV 380.32-18"w
- �y N.88°02'59"W. 80.80'
REBAR W/CAP NO'D ss SS(#S-503) 6+ 43
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22338" ON PROP. OR
(VISITED 2/08) & 3/4"& DCVA�R I I N.E. 4TH ST ;
4+04.02 (POSTED 35MPH)
3+75-NEW �3 4"
DOMESTIC M TER I N
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& 3 4"& RPBA P ` SET SITE TBM: G ------
N I �S=2.12% NAIL IN PP Z I
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SCo 450 GAL. OIL WATER W E '
w/sTORrz � NC.�/ � 5 N6 $S STUB � ' SEPARATOR SEE DETAIL w a;
IVOEWAY ' I INV=402.00 SEPARATOR(SEE
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(5' MAX. FROM " s
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1 BLDG) I I INV=403.50(6"IN-S) SCALE : 1"=15' a cy
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SS, EGRESS
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\ 5. FINAL MYLARS TO Io/22/09 TPO SURVEYED:
NOTES CRONES &4. 5TH CITY PLAN REVIEW TO to/o2/oq TPO
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE - DESIGNED:
4TH SUBMITTAL - o2-to-oq JO
ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE
VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL Call 2 Working Days Before You Dig ? 7-ND CITY PLAN REVIEW TO 1905/08 TPO DRAWN:
JO
UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH 1-800-424-5555
OF ALL UTILITIES. 1. 1ST CITY PLAN REVIEW TO 10/30/09 TPO CHECKED.PO
Utilities Underground Location Center
0D,MT.ND,OR,WA) N0. REVISION BY DATE APPR APPROVED:
RECESSED
LIFT POCKET
::1 E-
12 Y4"
14"
1 N..
1 1 1.
12Y4"-
14" -
CAST IRON RING
N DTES:
1. 8" CL EANDUTS SHALL BE EASE JORDAN IRON WORKS, INC.
Nn- 3649 nR FQIIAI - (1 FAN 01-T SHAI I RF A WATFR TK,HT AS�;FVR1 Y-
2. IN UN MPROUED AREAS, FOUR A I'-U' THICK, 2`-0" SQUARE
CONCRETE, CLASS 30DO, PAD AROUND THE RING AND COVER
-
4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANDUT RING 4ND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING EIR36-
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REMSI❑N
VERW. AL: NAVD 1988
HORIZONTAL: NAD 1983/1991
2 NO. 1012P
DIAMOND PLATE
INSPECTION COVERS
(12"X 12")
1,0" 2'0" 2'0" I 1'0"
1
NO. 222P DIAMOND
PLATE ACCESS DOOR
(24"X 24")
6" e o d
T �
d
INLET
6"
OUTLET ----
BAFFLES 8" DIA. HOLE TYP
6'0" � 18 �EA. END FOR
INSPECTION & INLET & OUTLET
SAMPLING TEE C GRIT/SLUDGE
(SEE NOTE 3) 3'-3" RETAINER WEIR
(MIN.) D
5.5" a p o
1'p" 1'4�
NOTES: I ^'^
1. UTILITY VAULT COMPANY, INC., #660-SA, OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE
OPENINGS. IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE -DRILLED. PIPE OPENINGS
SH1�L LUC/CTE LMWNR J8*EPYP&D6 T%R ACCESS BY MAINTENANCE VEHICLE.
3. INSPECTION AND SAMPLING TEE TO BE INSTALLED BY CONTRACTOR. LINE -SIZED PVC TEE SHALL BE USED
WHERE LINE IS 6"DIA. OR GREATER. SIX INCH PVC TEE SHALL BE USED WHERE LINE IS LESS THAN 6"DIA.
4. FILL WITH CLEAN WATER PRIOR TO START-UP OF SYSTEM.
5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER.
6. CONNECTIONS TO CONCRETE WALLS WITH P.V.C. PIPE REQUIRE PVCxCONC. MANHOLE ADAPTERS. SEAL ALL
PIPE CONNECTIONS WITH NONSHRINK GROUT.
450 GALLON BAFFLE TYPE
OIL/WATER SEPARATOR
NO SCALE
CONCR
CLASS
2 TIGHT
8 OR 6 INCH CLEANOUT
ADOPTED
CrrY DF RE1IT7QN
+ STANDARD PLANS
13' DAM 03/2005
DWG- NAME- B076-1 SP PAGE- B076.1
W-348101
CITY OF RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BY: DATE:
BY: DATE:
I -
Iyw
4NAL
L M=lrm
N
Lovell- Sauerland
Associates, Inc.
gineers/Surveyors/Planners
Development Consultants
19217 36rd Avenue W.
Suite 106
Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info®lsaengineering.com
web: lsaengineering.com
FINAL MYLARS -- 10-22-oq
VAN NGUYEN & MINH-DU HUYNH
VAN'S AUTO REPAIR
SEWER & WATER PLAN
4405 NE 4TH STREET RENTON
ocl
LSA #5102
DATE:
06-27-08
FIELDS" CRONES
PAGE: HLrt M-01A
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