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L0 EX. M.H. I IN NW1 /4, NW1 /4, SECTION 15, T.23 N., R.5 E., W.M.
APPROX. LOCATION
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.O.R. BNI #1937 I ss- .... -- --
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T. SONG. CURB & GUTTER SIDEWAL/� 12 "W(#S- -503)
CONC . Lam:. -- =-_ - w - -.- - - - - -- - - - --- W ---
_ -�-� �TlT�1TI 7 12 C.I. W (WD. #90)
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EX. C.B. -- --
i ' T 4_TEL. CABLE
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� M 398 .86(AB) = INV= .39(�"IN- S)(NEW -- --
EX. C.B. TOP 402.98 N CORE EX. �M & RECHANNEL. NUIL:ALL THE CH RESTORATION
2.54 INV 399.9810 "S / I INSTALL 6"' SIDE SEWER
TOP 40 EX. M. H. SHALL BE CURRENT CITY OF
STA: 3+23 22 WITH INSIDE ID DROP PER STREET TRENCH RESTORATION Sc Ex. '.10.
INV 398.9412" a TOP 405.61 C.O.R.�ST ) #B075 -1. RESTORE STREET OVERLAY (APPROX. LocnrloN)
INV 398.74 -12 "VV EX. FCC PAVEMENT INV 80.42
� INV 379.31^ -18 "E INV sao.a2-1a "E
's PER C.O.R. STD #H033 INV 380.32 -18 "w
- -- ss -. 3 +00 969.66' _ _1634.81% INV 379.2118 "W 4 +00
- _. / N.88°02'59 °W. 80.80' . f 14 +04.02 30 "STL- 24 "HDPF
"2233 W /CAP NO'D E 4 H ST 4s' AB) I I `
"22338" ON PROP. COR. \ 6 SS I� Al
(VISITED 2/08) \ (POSTED SMPH \
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OFFICE \ DRIVE -IHRU C W /STORY/ D IVEWAY
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PROP. LINE
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25' INGRESS, EGRESS
RAG & UTILITY ESMT. _
P REC.NO. 7210240068
NOTES
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTILITIES ON OR IN THE
VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL
UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH
OF ALL UTILITIES.
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NAIL IN PP ABANDONED 4 "A.C.
09.99L4'__ WTRCW -240
T- - -- -- -. W -
33'Ex F.H. 4" TEL. CABLE
8 "CA. W(T. J.)(#W- 240)
i 9 t EAST
EX VERY. CURB & GUTIER
EX 4.5
_ ANTE
SEX 5'WALK
EX. C.B. -
SSCO; 'INV = 397. 5
C/ 1 S- T- O P P =4 7- .55 A_ BI I 450 O OL
/WATER
C6 "O SEPRALTR(ISEE
DETAIL
RIM= 487706407.30 AB
1 , 5' -6 °SS STUB
INV= 402.00I 00 '- 402.44(AB)
(5' MAX. &M 50 (6"nN- S-- 403.15(AB)
' BLDG)
BLDG/SPRINKLERS N
NOT REQUIRED
W E
FF =407.0
LY _ S
Y
k� 1 14 "SSCO I i SCALE : 1" =15'
TOP= 406.87(AB)
-� INV= 404.94�AB) i o' s' 30'
1 +63 5713 L(AB)
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DUMPSTER AREA(AB) A R \
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TO THE SAME.
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Call 2 Working Days Before You Dig
1- 800 - 424 -5555
Utiifies Underground Location Center
(ID,MT,ND,OR,WA)
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E. LINE W1/2, W1/2, N1/2, 1 vv vv
NE1/4, NW1 /4, NWl /4 \v vv
1 1. A5-61LIfLT5 70 to /o4 /l0 7P0
REVISION
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2 NO. 1012P
DIAMOND PLATE
INSPECTION COVERS
(12 "X 12 ")
INSPECTION &
SAMPLING TEE
(SEE NOTE 3)
1"6'0';
NO. 222P DIAMOND
PLATE ACCESS DOOR
(24 "X 24 ")
INLET
_ 6-
18
,.,BAFFLES----. I 8" DIA. HOLE TYP
EA. END FOR
INLET & OUTLET
G GRIT /SLUDGE L p
RETAINER WEIR /
NOTES: 4"d
1. UTILITY VAULT COMPANY, INC., $660 -SA, OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE
OgqP��ENING&p IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE- DRILLED. PIPE OPENINGS
SH/,�.L LI CA6E LM%N 20 E_PYPOF O %'%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
CLASS
TIGHT
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SFWFR JOINTS.
NOTES,
1. 5" C EANOUTS SHALL BE EASE JORDAN IRON Wd2K5, INC
N. 3698 OR EQUAL. CLEAN OLT SHALL BE A WADER TIGHT ASSWEILY. 8 OR 6 INCH CLEANOOT
2. IN UN MPROVED AREAS, POUR A 1�O° TIIOK, 2' -0' SQUARC
CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAIS, RESTORE AROUND CLEANOUT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING ORM
5- 348103
CITY OF RENTON
IN COMPLIANCE WITH CITY OF RENTON - STANDARDS
BY: DATE:
BY: DATE:
BY: DATE:
Lovell - Sauerland
& Associates, Inc.
Engineers /Surveyors /Planners
Development Consultants
19217 36rd Avenue W.
Suite 106
Lynnwood, WA 98036
clrr or aaenoN Rn �� phone: (425)775-1591
° e -mail: info @lsaengineering.com
Lm DATE: °T /2005 web: (saengineering.com
DA7E REVISION BY PPR DWG. NAME: 8076 -1 SP PAGE: 8076.1
AS- GUILTS - to /o4ho SSA #5102
o: scat: onre:
CRONES & ASSOC.
AS SHOWN ipflI�20RMI�L' I nwisw %1981 VAN NGUYEN & MINH -DU HUYNH 06 -27 -08
JO VAN'S AUTO REPAIR "°DB00N:CRONES
Jo ane Ixcx v au w.
jPO IF Xm ONE 11N (A5)= AS -BUILT INFORMATION FROM SEWER & WATER PLAN
�Mmy v /zlnD LSA F16LD SURVEY 4405 NE 4TH STREET - RENTON
C3 �10
B- 080347