HomeMy WebLinkAboutD-353101/ i I
I I
P.
&0 log
N 196763.55' (MEAS.) ;! 6
E. 1302831.60' (MEAS.)
EL 33.04' (MEAS.)
=CITY OF BELLEVUE / 10
(COB) 0432 as N. 196763.603' (COB) N. 6744.49° (MEAS.)
E. 1302831.616' (COB) 303746.13' (MEAS.
-- --
1092 37.36' (MEAS.)
--- ------ - - -- -- !y� 6.72 _ - ---- - -- - -- -
Zl�4i N8S'48730'W 32-.. - r - 19674 - --
N: 454
3'
E. 1303748.131 ( OB)
EL 37.456' (CO)
1 °=m . S i =CITY OF (C) )_t @i4 -
C 96744337'tCOR
E. 1303747.97q (COR)
�P g (V ry0 Q EL 37.48' (COR)
3 �
0104 �
I
P
\y/ i
PROJECT PLAN AND SURVEY CONTROL
SCALE: 1"=200'
l
W311
3
NORTHING
EASTING
Elev.
DESCRIPTION
3
5/8" REBAR /RED CAP "G &O CONTROL', IN GRAVEL NW
Gray � Osborne, III
195845.39
m
CONSULTING ENGINEERS
)n aEIRER AV NOtTH SUITE M
LG MAG NAILlFAG "G &O CONTROL", IN BK/CURB NW
101
196057.91
amrRE, vMHQSTpN 9alw- 1206> 2D`I w
39,99
z'
CASED 2112" BRASSY W/ "X' & "1997 RLS 23613 ", N. BND
102
195784.74
1302198.44
Provididto Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - - -- Always - Verify Scale_
NO. I REVISION
^M�
C.J.K.
SHEE °�O,
0 of
POINT
NORTHING
EASTING
Elev.
DESCRIPTION
42.93
5/8" REBAR /RED CAP "G &O CONTROL', IN GRAVEL NW
100
195845.39
1302202.31
SIDE LW BLVD, TNW OF EP, 14.UNW OF WTR VALVE
LG MAG NAILlFAG "G &O CONTROL", IN BK/CURB NW
101
196057.91
130233626
39,99
COR S/WALKINTX LW BLVD /N.41ST ST @ PT
CASED 2112" BRASSY W/ "X' & "1997 RLS 23613 ", N. BND
102
195784.74
1302198.44
43.99
LANE LW BLVD, 76 SW ENTR TO EASTSHORES APT.
CASED 2112" BRASSY W/ PUNCH & "1997 RLS 23613 ", 90'
103
195928.90
1302284.73
41.70
NNW OF CL ENTR TO EASTPORT SHORES APT.
BENCHMARK 3" DOMED BRASSY, NO MARK CL E.
104
196275.27
1302513.82
35.93
S/WALK OF BRIDGE, 8' N. OF S. EDGE S/WALK
105
196728.81
1302742.39
34.38
LG MAG NAIUTAG "G &O CONTROL",INTX OF LW BLVD/
N. 43RD ST IN 1/4o OF BK/CURB OF S'LY CURB RETURN
W DOMED BRASSY W/ PUNCH & CROSS "T24N, R5E" &
106
196763.55
1302831.60
33.04
"PLS 247801995", SE SHOULDER LW BLVD, 3' NW OF
CURB, JUST N. OF INTX W/ N 43RD
LG MAG NAIUTAG "G &O CONTROL ',1N ASPHALT F N.
107
196903.74
1303011.81
42.83
OF CURB IN SSW COR INTX LW BLVD / RIPLEY LN N, +/-
15' SE FROM END OF FOGLINE
CASED 1 3/4" BRASSY W/ PUNCH; W. SIDE RIPLEY LN,
108
197011.82
1302948.40
4508N.2'W.
OF ROLLED CURB, NEXT TO E'LY TURN ARROW
SIGN, +1-59 W/ OF LW BLVD
109
196744A91
1303748.1311
37.36
CASED BRASS PIN IN GONG. POST
HORIZ. DATUM: NAU831U7J, VF_KI. UAIUM: NAVUM
PO
NOTE:
OF SURVEY SUPPLIED BY:
BUSH ROED HITCHINGS AND SOUND DEVELOPMENT GROUP.
INDEX
DESCRIPTION
1 COVER VICINITY & LOCATION MAPS AND INDEX,
SURVEY CONTROL TABLE
2 SYMBOL LEGEND, ABBREVIATIONS
3 -4 EROSION CONTROL (TESC)
5 -6 STORM PLAN & PROFILE
7 -8 STORM NOTES AND DETAILS
9
10 -12
13
14 -15
16
17 -18
19 -20
21 -22
23 -27
w� w i�wr
DATUM
a nu was
c rm arc nor
wVE /EN�Y.Y
BIOSWALE AND RESTORATION DETAILS
WATER MAIN PLAN AND ;PROFILE
WATER CONNECTION DETAILS
WATER & ROAD DETAILS
TYPICAL CROSS SECTIONS
DETAILED CROSS SECTIONS
CHANNELIZATION PLAN SHEETS
PAVEMENT RESTORATION PLAN
LANDSCAPE AND IRRIGATION PLAN AND DETAILS
CHECKED FOR COMPLIANCE WITH CITY
By��W?i?r Date, Z /? -Z /Za Y/
BY��j,11,�LL ✓u0% Date�__Z1�,Qgll
BY'_�ir_ Date! z�22zo /I
By,---- -- ---- - -- Date'- - --- - --
j' MFOR APPROVAL
_!r
T.
D.
I.
The property lines shorn hereon are
based on available Information, not on a
surveyed location and are only
approximate.
r_mU nv NOM'
THE CONTRACTOR SHALL CALL THE URLIIY LOCATION REQUEST CENTER
(ONE CALL CENTER; 1- 800- 4z4-55551 FOR FiEID LOGTION OF UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND OEPM OF ALL EXISTING U LURES WTrHIN THE PROJECr,
WHEMER SHOWN ON THESE PLANS OR NOT, BY POTHOUNG THE URLBIES
AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO
CONSTRUCTION. ALL POTEt4ML UTILITY CONFLICTS SHALL BE .POTHOLED A
MINIMUM OF FIVE WORIONG DAYS IN ADVANCE OF ANY PIPELINE TRENCH
EXCAVATION. THE URUTIES SHOWN ON THE PLANS ARE BASED UPON
AVARABLE INFOR 1ATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO
RESOLVE THE PROBLEM PRIOR TO PROCEEDING WRH CONSRtUC ION.
no
as CITY OF LAKE WASHINGTON BLVD NORTH wIRONa 1
RENTON STORM WATER & WATER MAIN 1M0Q
Public Works Dept. IMPROVEMENTS COVER
°� 1 Q 27