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E-VISIONS PER CITY OF RENTON COMMENTS, ENM 02-16-07
PORTION OF THE S.E. 1/4. S.E. 1/4. SECTION 4. TOWNSHIP 23 NORTH_ RANGE 5 FAST WM
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1416
PAD= 423.52," R1 I
\ I I PAD= 421.5 i 1 j. _ 42 \ 1 Q I
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I INV.- I "-PVC - - j SSMH#3'
SSMH#3A I f 417.31 I I S=0.0200 / N P
�. 1 STA.=3+39.04 19.68 L
STA.=0+28.20 4.00L 1_-_ I ( I
-------- - � MINA (ILYP.) _--_ _-/ / o -^ RIM ELEV = 42347
RIM ELEV 424.92 " � ° \
422 co � I.E. 8 PVC (In),x�=415.60
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o I.E. 8 PVC (In) W=415.60.
I.E. 8 PVC (Out) E=416.99 -- ------ ---- t f N I.E. 8"PVC (Out) N=415.50 '
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NE 14TH PL STA. 1 +52.63 (14TH �
- =STA. 3+31.21 (RE 0 ) I
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STA. 1 +02.6 / P _ 428 `
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_ I I 417.56 1411.04 _� j 1 \416.60 1 r
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I PAD=427.5 1 PAD 425.5 L, I PAD=424.5 1 a �. __-- 4 1
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-.. I � 4301 � ''- 428
430 42
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21' i 20 5 10 1
21 16' TRACT C 1 t, to
MATCH LINE SEE C18 , �- --� 1 1 i 1 cALE 1" =120'
r- ---` (OPEN SPACE
_-- _�.:-_-- i------- ---- --�--- - - !---J.2+20.67-(REDMONDAVE)
SCALE: HORIZONTAL 1' = 20
VER77CAL 1 f _ 5'
435.0- --435.0
SSMH #3.................... ......
w c� .SSMH#3A. . . . . . ..
z.. z........ j r ..:... STA:-3+39:04 19 68'L� .... '...... J. H � ...... _
....... 11..�.►'� 5........ STA.=0+28,2Q .4.0QL...... .
o Q ,...RIM ELEV = 423.47 ... �.z........ ........ _
o... + a .....:.. RIM IEEV = 424.92 " o Q .
„ .........:....... I.E.8 PVC- (In) S=415.60
+ o I.E. 6: PVC In S=417.09 " v
430.0-................................... (..)........;....................... o O..... ........:......................................:........................ .. .....
. _ �, I.E. 8 PVC (In)....W-415:60........ N....................:.................. ... 30.0
a a cJ I.E. 8 PVC (Out) ..... 9 ... I.E. -8"PVC• .Out N=415.50. . te n.....
�.;.�.(n m (Out) Z .
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FINISHED GRADE' ` `
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410. :........................... ... ,10 0
€ f-.........>.... Q EXISTING. CENTERLINE.....:.
:..........I. .
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......:: - ......:. . Z ........ € ..... Z. ELEVATION ....:..... .
................... :.......:..:.........PROPOSED FINISHED. :S ED _
... CENTERLINE ELEVATION .
405. -405.0
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0+ 00 0+ 20 0+ 40 0+ 6 0 0+ 80 1 + 00 1 + 20 1 + 40 1 + 6 0 1 + 80
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KEY MAP
SCALE : 1 " = 100'
VER77CAL DATUM
VERTICAL DATUM: CITY OF RENTON (NAVD88)
BENCHMARK
SITE BENCH MARK:
A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE.
(CITY OF RENTON #159)
ELEV. = 415.95'
BASIS OF BEARING
BASIS OF BEARINGS IS PLAT OF HIGHPOINTF
DIVISION II (A.K.A. GREENFIELD II), VOL. 216 PG.
30 SITE AREA = 98082.67 S. F OR 2.25
ACRES+/ -
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date BY:
jiia� ate
BY:
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PROJECT NO.: 06085
DRAWN BY:
VK ENM
ISSUE DATE:
12/05/06
SFIEET REV.:
10/30/07
NE 141'H PL
SANITARY
SEWER PLAN
AND PROFILE
r 06085SW02-Cl8.DWG
SHEET 18 OF 28