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D PER C.O.R. REDLINES B.C.S. 1/30/07;
A PORTION OF THE S.E. 114 OF THE NW 114 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM.
STA. 6+37.50, CENTERLINE
PVC SS 8" PVC CAP
6 LF 5" AeNpi i I IE 8' PVC SS=462.78
Plant JS�50.0050L? I
4 7: 7 5
BASIS OF BEARING 6 ad fence 11
STA. 6+31.50, CENTERLINE
SSMH No. 6
. . . . . . . . . . . . . . RIM=472.00
F
PVC SS (IN) N=462.75
IE 8
No. I IE 8- PVC SS (OUT) 5=462.65
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID
WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF
-;;Oilz
00*58'59 35" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 2' BRASS 1 6 SSSL S=458 00 CATCH BASIN
iMmi46.5;O
P.lm 47IC11B
DISC AT THE CENTER LINE OF 140TH AVENUE SOUTHEAST, AT SOUTHEAST CORNER
d 3:: cork 1� 1 166,71 IF
OF SITE. THE MONUMENT IS THE CENTER OF SECTION 10, TOWNSHIP 23 NORTH,
N 469 of It.
EX. CURB AND GUTTER
RANGE 4 EAST OF THE MLLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF
SF SAWCUT
1983 /1991 (NAD 83 / 91) GRID COORDINATES WERE FOUND TO BE 183615.j63 AND SIDEWALK (TIP.)
131398Z645 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION
FACTOR OF 0.999981078 AND THE GRID SCALE FACTOR OF 1.000000806 WAS
APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES - ------- 1 141 5+99.04
40 L I
17
-6200 MIk.' 0'. INV=462.47
11' F PVC
�463 26
v-
VER77CAL DATUM -0 0
18 LF 6".SSSL - .1 - . 11
1 4 - ,.,.' , ii 1: 6 , uj.0
S=0.0200UN'
4Z
NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD 88 (CITY OF RENTON)
r;o:
INV=F456.36 Z
SAWCUT EX. AC PAVEMENT
(TYP.)
BENCHMARK t T°
BASE. (I E° NEWACPAVEMENT
�w wr I
cmo PATCH (TYP.)
CITY OF RENTON CONTROL POINT NO. 1907, CHISELED SQUARE AT THE SOUTH /1-- D z
EAST CORNER OF CONCRETE BASE FOR CONCRETE BASE FOR MAILBOXES ON THE I IE �78,SF I k
4
WEST SIDE OF 142ND AVENUE SOUTHEAST OPPOSITE HOUSE NUMBER 12014.
5+4Z21
L i.
SITE. INV=462.04
FOUND 2" BRASS DISK WITH "X", INCASED, IN THE CENTER LINE OF 140TH AVENUE
SOUTHEAST, AT SOUTHEAST CORNER OF SITE. 0:; F -6 --PyvC;-
��-o 0200 MIN 1, and
ELEVATION: 470.35 , , "I
-7.
A F) I
n-
crt I:EII j
Deck hand 40 LF 6" PVC
T
vo
I A NL
F S=O. 0200 MIN U rail
LL dr -
E
00 -1H
cl t 2a
W 73LLI
E
E
U
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rn
C*4
L
L
5
-
INV=462.85 5+1Z31
5,200 SF ai WV=461.79
1 6.427 SF
Tj("
I I I >I L1 r ,
Building 7 + T�
stet 1
L VL
STA. 0+4919 CENTERLINE
2
SSMH No. 30' Access & Storm CAFCAJ BA'AN
RIM=439.81 drainage easement 470.42
S !L6.83 I IE
- - -- I 1 1* : . . . . .1 un3jta, j 468.M
IE B" PVC SS IN E=433.11 INV=45 3.43 1W CONC S 467.67 IF
- PVC SS (OUT) S=43J.01 20 LF 6" SSSL -,j
1E 8 De "I I'd
25 :LF &'SSSL,: S�:0.0200- MIN by oranr
S=0.098
Plant ID;e ' �f HedgW-
Plant ..f H.g+L
61
T-,
atk in
D TI L it
CENTERLINE
Z �j 1, STA. 4+40.04,
tsreoi,
SSMH No. 5
7-
-17 RIM- 470.32
qe :2+00, %
117 1 FR" Pj�- S' IE 8" PVC SS (IN) N=461.07
S=1-0- 1632�
S -A4Y 5�LF 8" VC SS; IE 8" PVC SS (OUT) W=460.97
'0.0363
S=
;I.g kj,,,
Funce 4 cyclone fence
ru
---Ct�T BASIN �12� MOE 0 AVEL�2+26.29 HIM 46q, 615
7-- P.:0282
CH LF 8" PVC SS =d0074 "n o 12 " CMP MW 467,211 Iji.\)
n 14 436.5A 46 ROAD MIN 6' CSTC INV=453-98
r, 11 Site benchtark:,.j
I GtiP E 431 66 IF I I I
12:' 431.54 IE 15% MAX GRADE
STA. 2+90.81, CENTERLINE
R LINE A Center Section PROVIDE MIN. 5' 'WALL TO WALL SEP.- - Township 23 North,
8 LF 6' SSSL FROM STORM TO SANITARY SEWER SSMH No. 4 Range 5
0+10.00 RIM 463.71 found 2 "East 65 W.M L
5�=0.0200 MIN PVC SSSL (IN) N=455.70 bra di 47 C) Applo,
I IE 6 ",0
INV=432.72 STA. 1+70.00, CENTERLINE with X incased 1:
INV=432.88 IE 8- PVC SS (IN) E=455.70 Elevation: 470
SANITARY SEWER LINE A IE 8- PVC SS (OUT) W=455.60 :Asqhdlt' ZMI(1.11 HM�01
2 '. , ! 1
STA. 0+00.00, CENTERLINE SSMH No. � J
EX. SS14H No. 1 RIM =460.3t S IF
8 1 S
+ RIM=440.01 El (IN) E=452.30
--- - - - - -- '
o \1 \ IEX. 8" PVCIIE=432.57 IE B" PVC (OUT) W=452.20 14 Fir
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CHECKED FOR COMPLIANCE RECOMMENDED
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LOCA77ONS OF SEWER LATERALS FOR LOT 1,
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GRAPHIC SCALE Date 2 BY:
SCALE • 1' - 20' Date
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PROJECT NO.:
DRAWN BY: JGO/ENM
ISSUE DATE: 1h13-2006
SHEET REV.: 1-30-07
SAWAM SEWER
PLAN
05153SS01-C10.DVffl
IOSHEET C 10 OF 13
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[eWlAes: MAY 6, 2007
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PROJECT NO.:
DRAWN BY: JGO/ENM
ISSUE DATE: 1h13-2006
SHEET REV.: 1-30-07
SAWAM SEWER
PLAN
05153SS01-C10.DVffl
IOSHEET C 10 OF 13
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PROJECT NO.:
DRAWN BY: JGO/ENM
ISSUE DATE: 1h13-2006
SHEET REV.: 1-30-07
SAWAM SEWER
PLAN
05153SS01-C10.DVffl
IOSHEET C 10 OF 13