HomeMy WebLinkAboutTED4003232.10SW SEC 32, TWN 23N, PNO 5E
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SEE SHEET 6
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CB 14
STREET LIGHT
STANDARD (TYP)
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INT 5+28.45 S 48TH ST
1
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RT 7—=--
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92'-12"
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CB 4 TYPE I1-48"
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' PR/ VA TE
32
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N 162534. J409
AT CPESS EASEMENT
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(TYP)
2 6
27
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CB 6
CB7
li CB 13
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SEE SHEET 7
.SEE
SHEET 6
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25 CENTRAL WAY, SUITE 400 SSA ONIAL
KIRKLAND, WA 98033 wwv
P:425.216.4051 F:425.216.4052 EXPIRES: 5/5/06
WWW.THEBLUELINEGROUP-COM
1+DD
N0TE:
LOCATION OF PROPOSED SEWS
AND WA TER /S APPROX/MA TF
SEE PLAN PREPARED BY R07H
HILL ENGINEERING PARTNERS.
ASBUILT
SEE SHEET
J
7 SEE
<1ug.�..oj� 7 B 7 7
SHEET 6 xi
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27
29
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CB 3 ,
INT 6+46.29 S 48TH ST
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2+08.42, 50 RT
2
=1+00.00 DRIVEWAY B
m
INSTALL 3' WIDE x
4 HIGH THICKENED
EDGE
9
O'.
Li
CB 2 TYPE II-48"
W/ SOLID LOCKING LID
TOP 393.67'
h2" IE 362.23
24" IE 381.42 (W, E)
� � 4i�
N,
HIGH POINT ELEV = 399.89
HIGH POINT STA
= 1+29.74
PW STA =
1+31.01
PW ELEV =
400.23
20.0'
VC
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ROW
+BROW
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NOTE:
ALL SOLID LOCKING LIDS TO BE
PER DETAIL SHEET 12.
. ..:.....:::.: .
NOTE:
NOTE:
PROVIDE 1.5' MIN. VER77CAL
ALL CA TCH BASINS TO BE TYPE 1 SEPARA 77ON BETWEEN U 77LI TIES
UNLESS 07HERWISE SPECIFIED. UNLESS OTHERWISE SPECIFIED
1 REVISED PER COR COMMENTS
2 REVISED PER SOUTH BOUNDARY ENCROACHMENT
3 IASBUIL T
NO. I REVISION
N;
E1
SEE SHEET 7
TRACT S
400 (PRIVATE DRAINAG,
ACCESS EA SEMEN
(SEE SHEET 10)
4" HIGH THICKENED
EDGE
PROPOSED
RETAINING
WALL
387.57--,
D ETENTI d N
POND
385.17-
TOP ® X/NG=384 50
SEE SHEET 6
DRI VEWA Y C
I
HIGH POINT ELEV = 398.54 cc)
HIGH POINT STA = 1+34.67 `t
PO STA = 1+31.01
PW ELEV = 398.73
v
20.0' VC
Q
.... ....... 0
3
+�
- ROW
ROW
06
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3
LOT 19 ti
LOT 18 W w m m
sir
400
/ EXISTING O
I GROUND
(TIP)276
12" IE 0 X/NG=383.01 I 1 "= 5' VERT.
OU7FALL
12" IE 3�Ht� 378.99 EX1S77NG GROUND PROPOSED GRADE
(TYP)
NOTE:
ALL STORM PIPE TO BE CONCRETE, SOLID
WALL PVC, OR CORRUGATED POLYETHYLENE
PIPE PER WSDOT AND CITY OF RENTON
STANDARD SPEC. 7-04.02
2fOD
NOTE:
SEE ALIGNMENT SHEET (SHEET 9) FOR
HORIZONTAL AND VERTICAL 77ES TO CITY
OF RENTON CONTROL AND PROPOSED
ROAD STATIONING.
R4w 43 2 3 214
470 `.
o
N
Ci
ACCESS Q
N
EASEMENT
GATE co
LOT 25 �
U
W TRACT C W
_ , �
Q c�
m (ACCESS EASEMENT TO
THE CITY OF RENTON) _
q.In
�
o OD
o —
Ln �o
�cD
4 O D rn
}
PR POSED GRADE
--�_
® ROAD C (TYP)
CAUTION:
LOCA 77ON OF EXIS77NG U77LI TIES SHOWN IS y
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO P0774OLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
lNG WITH CONSTRUC770N.
PRIOR TO PROCEED
(TYP)
IfOD
TPA CT C
SCALE: 1"=40' HORZ.
F "= 5' VERT.
O
2+DD
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND
U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COSTS (UP TO THREE 77MES THE
COST OF REPAIRS TO THE SERVICE).
rnB J102101 SURVEYED: 1/1%3 �"`E ROAD AND STORM PLAN AND PROFILE 01/14/05
�f i HORIZONTAL• NAD 1983/1991 �� CITY OF ADK 6 3D D DESIGNED: 1 =7� �� }�
7K8 3 03 0 BR/AN DARROW, PE
RELD
BOOK:BOOK
DRAWN: RENTON THE RESERVE AT STONEHAVEN PAGE: PAGE
FLAwo eAlNorn DATUM DRAWINGN
ONE INCH
cHECKBR/AN DARROW, PE AT FULL SCALE Planning/Building/Public Works Dept. LUA-D4-DD3-ECF, PP/ LND- 1 D-D4 1 7 04-082
IF NQi ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
BR/AN DARROW, PEI 8 13
SCANN€D MAY 0 1 coos
,45"13,'R. 323z,4 - N N N N I A7A