HomeMy WebLinkAboutWWP2703366.1kEVISED PER C.U,R, REDLINES B.C,S, 1/30/07
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A PORTION OF THE S.E. 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
t ., A 9i i , r'- Pt 1 i i ....., r. U •,r�� C, •
BASIS OF BEARING I , #. I,; I
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID
WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF , N' 'd
00'58 59.35H I `; �... '. ::�.i,,,; � � •
COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 2" BRASS
a 4 vo N89'10'09"E 207.98'
DISC AT THE CENTER LiNE OF 140TH AVENUE SOUTHEAST, AT SOUTHEAST CORNER
OF SITE. THE MONUMENT IS THE CENTER OF SECTION 10, TOWNSHIP 23 NORTH, 177.98
RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF '-
91 GRID COORDINATES WERE FOUND TO BE 183615.363 / I `r l ►- I``"'
1983 / 1991 (HAD 83 / ) -
1313987.645 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION
I I ..
FACTOR OF 0.999981078 AND THE GRiD SCALE FACTOR OF 1.000000806 WAS SIDE SEWER EXISTING SEPTIC i I
APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. STUB (TYP.) I SYSTEM I TO BE
REMOVED r t>1 cn I
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,
VERTICAL DATUM - 3
NORTH AMERICAN VERTICAL DATUM OF 1988 - NAVD 88 (CITY OF RENTON) i 5�101 SFi;, I ` O
l SANITARY 1 1,
` PAD-472' ;,' � k fo-
•4 CLEANOUT I i 7 ► --t-- '^ L'
BENCHMARK I 8,101 SF (SEE SHEET
PAD= 465 C07) I �. Ji I L
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117, jj . - -` ; I „ L
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EAST CORNER OF CONCRETE BASE FOR CONCRETE BASE FOR MAILBOXES ON THE I I I ' ! - I
WEST SIDE OF 142ND AVENUE SOUTHEAST, OPPOSITE HOUSE NUMBER 12014.
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SITE: I— I I Hc) i yfr, ..DOWNSPOUT INFILTRATION_ _ _ - cFOUND 2" BRASS DISK WiTH "X; INCASED, IN THE CENTER LINE OF 140TH AVENUE LIz
OVERFLOW CONNECTION I I I I I a I I U,
SOUTHEAST, AT SOUTHEAST CORNER OF SITE. 2a
3 I STUB TO EACH LOT... (TYP) ( � I `_
ELEVATION: 470.35 - - - - —T— - - - - - - =- - - - - _ I I I., , `�� z : a 'f
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kOORDINATE LOCATION
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SS EXTENSION
AND MANHOLE
FOR FUTURE
DEVELOPMENT
- 8" PVC SS
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I J 8" AC WA MAIN
REPLACE EX. 6 WATER
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AND SIDEWALK MATCH
EXISTING (TYP.)
I flA ,,;,
-till
ai NEW AC. PVMT.
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R'S - IWILN 30' Access & Storm I I f
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1
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1N1}�,-� SEE SHEET C06 , , , :� _ . : -
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�q 444.87 (P) 444.86 (C) o S89 19 Q-3 E 622.91 (C) 622.93 (F) _Y , -, Mot f�' I :'; , TO REMAIN
-t 178.06 ( 178.05 C
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_. VERIFY
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OTHERS FIELD VER F
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,. _. i'` `. -.. ,; •; .: ': �;- ;,:< .,, LOCATIONS OF EXISTING
8 PVC SS 8 PVC SS " l
Ake 8 PVC SS I i
S89 19 03 E 2611. 38 f e ,,r
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12 WIDE GRAVEL ACCESS ROAD FOR 0') H
j f / i I ` 0 48 SSMH (TYP.) r i i,l,iG
ACCESS TO SANITARY SEWER MANHOLES I t
r 30' WIDE TRACT OWNED BY CITY ° = TYPE_
t CB, 1YPQ 1 (TYP) CB, 1 .
OF RENTON USE VIA AGREEMENT PROPOSED !1 t
Site .benchmark:
WITH CITY OF RENTON DOMESTIC Center Section 10
LEGEND METER (TYP) Township 23 North! I
i 1 56 LONG x 14.5 WiDE Range 5 East, W.M.,
x 7.4' HIGH DETENTION VAULT found 2" brass di c 47
SEE SHEET C06
_-460 - PROPOSED CONTOUR with "X", incased a' ,
Elevation: 47
EX CON TOUR
t i 0 35 i
CONNECT To Ex. SYSTEM, PARK TERRA CE PLA T rfj
_ j � SANITARY SEWER CLEANOUT
(UNDER CONSTRUCTION) � i ' _ . • • •:.• 6 �6
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- - SANITARY SEWER MANHOLE �'' 0 6 {
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H BENCHMARK a6�'
W/TEMPORARY 2 BLOWOFF ASSEMBLY MATCH
E.N Z RE C�L� 1 N `CE S`1(.lV EY I N G-1 TO
EXISTING AS
NEW WATER METER REQUIRED A60 517
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CHECKED FOR COMPLIANCE
:2"2aCITY STANDARDS
Date 'ZZ-214 Z_
Date
Date
RECOMMENDED
FOR APPROVAL
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PROJECT NO.: 05153
DRAWN BY: .JGIC/ENM
ISSUE DATE: 11-13-2006
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SHEET REV.:
COMPOST lE
UTILITY PLAN
A5--Z>UILT
05153CUOI—0O2.DWG
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SHEET 2 OF 13
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