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/ CONSTRUCTION NOTES:
_RIGHT -OF-WAY -- - --- -- - GRAVEL ACCESS PAD. SEE DETAIL 2, SHEET 8.
- - - -- - - - - --- - - - - z 11 -_ SPECIFICATIONS.
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DEBRIS BARRIER. SEE STD. PLAN 223.00 IN
G -7
"105 REMOVE AND WASTEHAUL 20 LF OF EXISTING 12" DRAIN PIPE,
G G REM
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- - - - - - - - ---- G DAYLIGHT EXISTING 12 MAIN INTO NEW BIOSWALE.
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G _�L/— G ---- G C. CONTRACTOR TO VERIFY INVERT OF NEW ENTRANCE INTO THE
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I __ G WASHINGTON BLVD N.- BIOSWALE.
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LAKE W)" 7
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PROPOSED BIOSWALE. SEE DETAIL 3, SHEET 9.
C
:f G ANGLE POINT STA 18+75
E— _OFFSET16'-RT_�_'��7-� TING HEADWALL AND 60 LF OF
REMOVE AND WASTEHAUL EXISTING
G
"�.7 7: LU EXISTING 24" ADS CULVERT.
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N REMOVE AND WASTEHAUL EXISTING CULVERT (APPROXIMATELY
B� _w 35 LF)
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7 , . 11 1 ---- ( -_ - i -
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w 70 11141-1,13 CURB LINE. SEE DETAIL 4, SHEET 9.
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CONTRACTOR TO POTHOLE FIBER OPTIC AND OTHER UTILITIES
Z__ 88 LF 2e _CPEP1 ------ 7 - - - - - - - - - RIQH - _�Y_A y PRIOR TO CONSTRUCTION FOR UTILITY CONFLICTS.
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FI-Ow- F— .
ig> OPEN CURB FACE. SEE STD. PLAN 203.00 IN SPECIFICATIONS
1�7 LF 24 CPEP, DEDICATED RIGHT-OF-WAY U)
FUTURE RIGHT-OF-WAY W UTILITY POLE TO BE RELOCATED BY PSE. CONTRACTOR TO
— — — — — — — — z COORDINATE WITH PSE DURING CONSTRUCTION.
A CB 3 -TYPE 2 CB 5 TYPE 2 CPE
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6 t - ROUTE 18- CPEP STORM STUB TO EXISTING LOW ELEVATION
13 LF± 18' P _17 OF DITCH. INSTALL CAP.
ANGLE POINT STA 20+40
C 1-TYPE 2 LF 12" V�4c OFFSET-22' RT 0
MATCH EXISTING ('0 �g REMOVE AND WASTEHAUL EXISTING CB AND PLUG EXISTING
CURB AND SIDEWALK I PIPE TO EAST. REMOVE PIPE BETWEEN CB AND R.O.W. LINE.
(DIMENSIONS AND TYPE 21��
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GRADE). 2 3 CONSTRUCTION CEMENT CONCRETE DRIVEWAY ENTRANCE, SEE DETAIL 2,
O.o0lFT/FT
..IS U U, EASEMENT SHEET 9.
27 ____,�_�,BIOSWALE EASEMENT LINE PIN PILES AS NEEDED
08 SOLID LID (AS-80) 8 __�TEMPORARY (INSTALL BEFORE S/W FILL)
41 9
Rim 20-86 CONSTRUCTION PERVIOUS CONCRETE SIDEWALK. SEE DETAIL 1, SHEET 9.
EASEMENT FLOW SPUTTER MANHOLE, 72" DIAMETER W/SOLID LID. SEE
IE-26.64 (V4 16' PVC - - --------
UffE
t 3 - - - -- - - - - - - - - 4 STA. 18+3"0' RT DETAIL 1, SHEET 8.
STA. 17+39 61' R
1.E.-26.29 TEMPORARY ECOLOGY BLOCK WALL (OR EQUIVALENT AS
26.119 iE=2r-.73 A,�-sLT ��XISYJ, - -P 81 IL VG W-26.19 AS -BET N �_7 M L r U APPROVED BY THE OWNER) W/BIKE PATH HANDRAIL, TWO
STA. 17+22, 72' RTi BLOCKS HIGH OR AS NECESSARY TO MATCH GRADE (WALL
3224059043 I.E.=q � MUST NOT EXCEED 4' HIGH). SEE SPECIFICATIONS.
7.
-7
3224059043
ASSUMED LOCATION OF UNDERLYING CONCRETE PANELS.
_j CONTRACTOR TO POTHOLE/VERIFY ANY CONCRETE PANEL
DISTURBANCE PRIOR TO CONSTRUCTION WITHOUT DAMAGING
PANELS.
RIM 29.9.9
ex it 10.30: (E) vr 04C.
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In 'r, IEgr26_49 (S) JeP pvc REMOVE AND WASTEHAUL EXISTING CURB AND PAVEMENT (AS
REQUIRED) FROM STA. 20+40 TO 24+38.
..........
_C8 Soap a p
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+ I FINISHED CURB LINE ON BRIDGE. SEE DETAIL 5, SHEET 9.
F
0 N
w _ ....... ...... LOW POINT. ELEV;ni3l.98
X CS
:RIM 31.03 LOW POINT STA=19436.18 + NON-PERVIOUS CEMENT CONCRETE SIDEWALK. SEE
PVI STA=19-HOEiO > SPECIFICATIONS.
< JE- (Lem A$ -!5 )
P.VI ELEV=zZIL86
................. ................ ...... ...... ............
iLl .... ROVIDE 12" STU13 TO PROPERTY LINE. INSTALL CAP.
A.9.�1.27%:
K= 79.24. V)
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VIBRATIONS MAY CAUSE SETTLEMENT AT EDGE OF EXISTING
m -'XiS I N G GPADE BUILDING'S FOOTINGS (SEE SPECIFICATIONS FOR STRUCTURAL
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REINFORCEMENT ALONG 58 LF OF BUILDING).
x is-aw.cniom ED
5 GRADE AT� NEW �
...... ................ . ......... ...... ..... ... . ......... . ................... ................... ....... .:.:Cl X.5
. .... . 'CURB FLOW 'LINE:.; SAWCUT AND REMOVE/WASTEHAUL EXISTING ASPHALT TO THE
-1,289 EASEMENT LINE. REPLACE PER LANDSCAPING PLANS,
0.31%
\qm ISTING FENCE. RESTORE AREA PER
RE OVE/WASTEHAUL EX
A A IN PLANS.
0 30
-AIL ......... ............. ............... . .... .. ....... ..... ...
2 D_
A I C' 52 �L OL 1 CREP :71 LF± 24" �CPEP 84 LF± 24' CP INSTALL CAP AT THE END OF 18" STORM STUB.
27-LF±-24-CPEP - - - -- -
- - - 88 LF± 24" 00: .. LF± 24- CPEP EP
s-a.aeei m TION OF NEW CONDUITS.
-- - - - - - - - - - -
_-O.000T
- - - - - - - - - - - -
�g SEE LANDSCAPING PLANS FOR LOCA
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XISTIN" :r Fv' i_,ON
CONSTRUCTIONk CLN ILZt NP
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ELEVATION: AT NEW
;, jj.CURB:FL 20
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UTILITY NOTE-.
z
w z THE CONTRACTOR SHALL CALL THE UTILITY LOCATION
D 2 55 (A b w Z)
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_1 w 01 < a- ;;S 1z -Z 00 0 0 REQUEST CENTER
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I to I 0or (ONE CALL CENTER; 1-800-424-5555) FOR FIELD
3: W ILI (A Cq 3r w LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE
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dc < C40 V) Z W L<q ri L_ � N 3' w w 00 0
�V) Z Z My MnwV) L<.,IQ
w I Z z mm z <q RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,
�,3 2� < AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE
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0 1- CL 1 -eX 12L EL D_ EL m C_ Q- M M M '00 (L 0- a, PROJECT. WHETHER SHOWN ON THESE PLANS OR NOT,
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4- Oo oc > Of CL O_ EL BY POTHOLING THE UTILITIES AND SURVEYING THE
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I GO D VERTICAL AND HORIZONTAL LOCATION PRIOR TO
CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL
BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN
P. ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE
ANN m4
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04114 P) CL M + UTILITIES SHOWN ON THE PLANS ARE BASED UPON
(1) 0- + + + +
OD _C4 AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION.
r r uJ "m IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT
A 114 11) 7 0j (4 C4 0 THE PROJECT ENGINEER TO RESOLVE THE PROBLEM
4 4 1
C C14 C -4 4 1 1
11 1 1 11 11 Q it It 4 11 < I I I
ED it !I it m� Lj it . . M i it It 0 It K PRIOR To PROCEEDING WITH CONSTRUCTION.
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S3rONALO SSrONALG
-----T ---- T AS-BUILTS [D]-T3T513� 11 0�5
AS-BUILT SURVEY BY: EVAN 1"=20' IM.
w 2/14/11
WAHLSTROM, PLS#44651 IMMMOk B.P.B. CITY OF LAKE WASHINGTON BLVD NORTH
(INFORMED LAND SURVEY) REN TON STORM WATER & WATER MAIN
%_Am"0x%%e7 C.J.K. (!DATUM [MWHGm
CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED I7T_z_7.____1 Public Works Dept. IMPROVEMENTS 5
S.A.C.
701 DEXTER AVENUE NORTH SUITE 200 STORM PLAN AND PROFILE
SEATTLE, WASHINGTON 98109 (206) R84-N60 BY SC AND BB ON 2/14/2011 & 2/15/2011 NO. REVISION BY DATE APPIR ANmRINGIN B.P.B. SHEET G"'
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