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IN NW1 /4, NW1 /4, SECTION 15, T.23 N., R.5 E., W.M.
APPROX. LOCATION
(NOT FIELD SURVEYED;
SS -
C.O.R. BM #1937
ELEV 403.723 -
W
PP W/L�_
VERT. CONC. CURB & tTTER
CONC. SIDEWALK - - --- W
T i 12"C.I.W (WD.#90)
-- - -
EX398.86(
AB)=INV=393'Q�(�"IN-S)(NEW-_
_
'U11
TOP 402.98 o CORE EX. &RECHANNEL. TE: ALL TRENCH RESTORATION
TOP 402.54CB INV 399.98-10"c i) EX. M.� H. WITHANSD'E MH DROP SHALL BE CURRENT CITY OF
STA: 3+23.22 RENTON TRENCH RESTORATION & Ex. M.".
INV 398.9412" C.O.R. STD#B075-1. RESTORE (APPROX. LOCATION)
o° \' 4 1 EX. PCC PAVEMENT STREET OVERLAY REQUIREMENTS,
TOP 410.42
INV 39R ���, °,W �° INV 379.31-18"E - INV 380.42�18"E
PER C.O.R. STD H033
JJ 3+00 96966' _ _1634.81� INV 379.21-18"W # INV 380.32-18"W
i N.88°02-59"W. 80 80° 4+00 4+04.02 3o"STL-24
< 6+ .43
REBAR w/cAP No'D _ N.E. 4 H ST 45'-AVS
- � - >��#s-5o,.
22338" ON PROP. COR 3+74; 36.2 RT AB(VISITED 2/08) 1,S I� ��-NEW 3/4"
- (POSTED 5MPH) S=2.12% \ � IRRIG. METER
- W
c o +76.44'RT AB)
� � � � � � 3 4 IRRIG. DC 6„ GAS � Z
� 3+73-36.3 RT(AB) < � �
W -- - _ RPBA IN BLDG AB SET SITE TBM: LJ
- BLDG(AB) I I NAIL IN PP ABANDONED 4"A.C. >
\ -NEW - - - � - - ! � 409.94' WTR(W-240) Q
3 4 - ��i=
_ DOMESTIC METER �- T -----"
33 4" TEL. CABLE
F.H.
EX
-- TEL MHO ` ( & 3 4"RPB�k W - 8"C.I.W(T.J.)(#W-240) Z
g± EAST 0 Q
X VERT. CURB & GUTTER _
- - - -
RT ONLY E F
�- I�NTE 40g Lv o
T ALK-----410-- O
X 5' W
-�- --�--
I\ I"AD I -404- ICVa(Aq I SEX. C.B. w I z �o
ry -
cC
, _405� OICV�AB) �6"SSCO; INV=397.93 m
o/ TP=4540Bea I4A9LCV(Ae1+03.5; 27.2 EX. FH a r I I 1 +08; 28.7 L(AB)
1 +12.8 ; 26.3'L ABPOST
OFFICE
l i TOP=407.55(AB 450 GAL. OIL/WATER
�pl, Da V r� 6"SSCO SEPARATOR(SEE DETAIL
TH R U W/STORTZ r I
ONC. �r I 5 -6 SS STUB I RIM=4j&- �u 407.30(AB
D IVEWAY r I INV=402.00i 00 - 402.44(AB)
(5' MAX. FROM 1 I .50(67M- 03.15(AB)
r I BLDG)
I , i
BLDG SPRINKLERS
N0,r REQUIRED
I / I
ix r I W F
1 i FF=407.0
1 II S
N^ I 4„SSCO I 1 SCALE : 1"=15'
TOP=406.87(A8)
I -- INV=404.94�AB)
1+63.57-13 L(AB) i 15' 30'
I , I
FNC. 1.5'W OF
PROP. LINE
I I
� I I
I
i
CTR. OF RKY 1 i 00
6.6'W OF 1 i1� i II
PROP. LINE r -� Ld 1
x
V)I
r w
��oom r w� - I
� L I �
1 O U 1 1 I J O 6 0 1
6�z x1I I /,
P o 1 P
O \-\ �- --- ---- 408- - - - - - - - - -----� /
\_4 0. 25 INGRESS, EGRESS x I��oV C1.
C. & U Ti DTY E SM T. r DUMPSTER AREA(AB)
REC.NO. 7210240068 /
r1
/ DU RELOCATION E:
/ MPS T THE SQUA 0 EA OF
A
x THE IMPER CE IS �
2 TO R THE SAME.
LANDSCAPE AREA(AB)
I
I
I
Ilx 1
I � 1
I 1
x �
I
11"
12Y4"-
14" -
CAST IRON RING
RECESSED
LIFT POCKET
%- 11 N.C. SOCKET HE>
SCREW 1 Y1" LONG
NDTES:
1. 8" CLEANDUTS SHALL BE EASE JORDAN IRON WORKS, INC.
No. 369E OR EQUAL CLEAN OLT SHALL BE A WATER TIGHT ASSEMBLY.
2, IN UN MPROVED AREA5, FOUR A 1*-Q" TACK, Z -0' 5QUARL
CONCRETE. CLASS 3DDO, PAD AROUND THE RING AND COVER.
4. IN ASPHALT ROADWAYS, RESTORE AROUN❑ CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
DATE I REVISION I BY PPR
2 NO. 1012P
DIAMOND PLATE
INSPECTION COVERS
(12"X 12")
6"
T
OUTLET
6'0"
INSPECTION &
SAMPLING TEE
(SEE NOTE 3)
N0, 222P DIAMOND
PLATE ACCESS DOOR
(24"X 24")
INLET
8" DIA. HOLE TYP
EA. END FOR
INLET & OUTLET
NOTES: �1' " 1'0"- I _ 1'4"--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
SHA�L LOCATE L RWrNR i FEETP6F96ftT%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.
111 450 GALLON BAFFLE TYPE
2'-o),
CONCREII
CLASS
2 TIGHT
_D
8 OR SINCE CLEANOUT
ADOPTED
CITY DF RENTON
+ +
Sl"AN11AliD PLANS
' Tsr DATE: 03/2005
DWG_ NAME: B0761 SP PAGE. BC76.1
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.
-
Call 2 Working Days Before You Dig
1 Q
1-800 424-5555
Utilities Underground Location Center
9
(ID,1IAT,ND,OR,WA)
1. AS -GUILTS TO 1o/04/Io TPO
V
REVISED DUMPSTER LOCATION
TO
S/31/10
TPO
SURVEYED:
CRONES & ASSOC.
SCALE:
AS SHOWN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
AS -BUILT
(APB)= AS -BUILT INFORMATION FROM
q/21/Io LSA FIELD SURVEY
5.
FINAL MYLARS
70
Io/22/09
TPO
DESIGNED:
JO
4.
5TH CITY PLAN REVIEW
TO
10/02/09
TPO
4TV1 5LI?,MITTNL - 02-Io-oq
DRAWN:
JO
ONE INCH
2.
7-ND CITY PLAN REVIEW
0
2 15 08
PO
CHECKED:
JPO
AT FULL scALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I.
N0.
1ST CITY PLAN REVIEW
REVISION
TO
BY
o/30/08
DATE
TPO
APPR
APPROVED:
OIL/WATER SEPARATOR
NO SCALE
W=348703
CITY OF RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BY: DATE: I
BY: DATE:
Lovell-Sauerland
& Associates, Inc.
Engineers/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
AS -GUILTS -lot 04/Io
VAN NGUYEN & MINH-DU HUYNH
VAN'S AUTO REPAIR
SEWER &WATER PLAN
4405 NE 4TH STREET - RENTON
LSA #5102
DATE:
06-27-08
FIELDSOOK: CRONES
PAGE: HILNW-01A