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SCALE 1 " = 20'
PORTION OF THE S.E. 1/4, S.E. 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
� �.�. dux ,_ ,
I SSMH#5
U a SIGNAL - STA.=5+48.38 0.00'' {
KED
F1ANOHOLRIM ELEV =_ 408.00 ���_ o
- E
Ch A WITH 1MIN ` o
_ I.E. 8„PVC (In) SW=393.89 SSMH#6 (MATCH �EXf DE)
'l-�'-'—
—I:E _�" VC (Out) E 39 79 'I� •p
\ RIM ELEV - 399.90 f
_ - 401 /' — 4 )2)I ) ' —`4j >_ �_ IANr�►IoLE t.E:_8"PVC (In) W=393.03 \�
E. 8"PVC (Out) S=392.93 (FIELD VERIFY)
7 e
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CD CATCH BAST1,1
RIM=398.76
` 0, 76LF 8 SS
TRACT I 47 S=0.0100 r.? INV=396.24 (12l_)
(DETENTION I �\ REMOVE & REPLACE
AND UTIL111ES) 4 ROCKERY AS NECESSARY
1 , I r�. �
� ' PAVEMENT CUT & PATCH
PER CITY STANDARDS.
412 - - - ,f, REMOVE & REPLACE CURB &
-- o Xoo11 ��� 26.76' TO S ROW LINE GUTTER PER CITY STANDARDS
SUNSET BLVD S. _�
v 1 1, 1
I � 410 408 414 -- -- ---_ — � 1 I �1 I � SUNSET BLVD S. ROW LINE
ALL WORK WITHIN OLYMPIC
h __ 11 ` 11 PIPELINE EASEMENT TO BE
SSMH#4 ''� 1 U)I
DONE UNDER THE DIRECT
\ / STA.=4+70.50 11.33'R 1 111 x I SUPERVISION OF AN OLYMPIC
1 RIM ELEV = 412.06 I w PIPELINE INSPECTOR
\ 13 1 1NVI _ WITH 1' MIN CONCRETE COLL R -�AC�- A I \ \ I SEE SHEET C28 FOR GENERAL
\ I 1 404 1 ' ' I.E. 8„PVC (In) S=401.94 ` \ \ CONSTRUCTION & ROW
.�., PAD=413.5 1 1 ( NE=401.84 (WOODBRIERE) I 1 1 t REQIREMENTS FOR WORK
I 1 I.E. 8 PVC (Out)
j 1 ACCESS PARCEL #951099TR-A \ ` \ I W17NIN THE OLYMPIC PIPELINE
.- U7�L. Ew''MT. 1 BLA# 20031024001725 \ I EASEMENT
\ I 1 \ \
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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 HIGHPOINTE
DIVISION 11 (A.K.A. GREENFI ELD II), VOL. 216 PG
30 SITE AREA = 98082.67 S.F. OR 2.25
ACRES+/-
* ........ ........CENTERLINE ......1 ...2177—flA
........
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CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date 4.-'
BY.
& ff4�9_� Date
BY:
Date
RECOMMENDED
FOR APPROVAL
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REDMOND AVE
NE SANI[TARY
SEWER PLAN
AND PROFILE 2
06085SW03—Cl9A.DWG
C19A
SHEET 19A OF 28
C,D-5-337Zc�-