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CONSTRUCTION NOTES:
- — — — -- -- 1 GRAVEL ACCESS PAD. SEE DETAIL 2s SHEET 8.
DEBRIS BARRIER. SEE STD. PLAN 223.00 IN SPECIFICATIONS.
I tag 3 REMOVE AND WASTEHAUL 20 LF OF EXISTING 12" DRAIN PIPE.
DAYLIGHT EXISTING 12" MAIN INTO NEW BIOSWALE.
— — — — — — —- —_ — — — — — — — CONTRACTOR TO VERIFY INVERT OF NEW ENTRANCE INTO THE
400 BIOSWALE.
, — — -- — -�- -`- — ,_-_- ___ ---� PROPOSED BIOS 3
ui
WALE. SEE DETAIL 3 SHEET 9.
— — — — — — — — 4
ANGLE POINT STA 18+7 �- — -—
OFFSET-16' RT — ---- — 5 REMOVE AND WASTEHAUL EXISTING HEADWALL AND 60 LF OF
Lij EXISTING 24" ADS CULVERT.
10 18Uj
8 7 CB 6-TYPE12 TYPE 2 �5 REMOVE AND WASTEHAUL EXISTING CULVERT (APPROXIMATELY
_
6 LF± 1233 CPEP. /-IJCB 4-TYPE 1 9 .35 LF)
-
....�- 6
7 _ ww - --� 7 FINISHED CURB LINE. SEE DETAIL , SHEET 9.
_..
21
6 D 8 CONTRACTOR TO POTHOLE FIBER OPTIC AND OTHER UTILITIES
1 g 3 D `�"�' PRIOR TO CONSTRUCTION FOR UTILITY CONFLICTS.
D 433 VC
88 .F 24,3 CPEP ' .D- -__--� 99 � F 2 P � , .. ��, ..��� ,_. -.. F
r ` W — �_
FL0 T D D y� - 9 OPEN CURB FACE. SEE STD, PLAN 203.00 IN SPECIFICATIONS.
�-� _
F 2433 CPEP �,_._._.-- i r DEDICATE RIGHT—OF—WAY
12 L. i 1 UTILITY POLE TO BE RELOCATED BY PSE. CONTRACTOR TO
----- COORDINATE WITH PSE DURING CONSTRUCTION.
,� s T
--_ ,r-- -.- 13 LF 18" CPEP
--
® 4 C 3-TYPE, 2 CB 5 TYPE 2 11
— ® 13 LF 18 CPEP
11 ROUTE 18 CPEP STORM STUB TKO EXISTING LOW ELEVATION
— 16 LANGLE POINT STA 20+40 11 OF DITCH. INSTALL CAP,
--- -CB 1-TYPE 2 30 29 I L18 LF 12 C OFFSET-22 RT
H EXISTING � _ 2S � 1 REMOVE. AND WASTEHAUL EXISTING CB AND PLUG EXISTING
MATCH WALK ' ,�
e, ; 21 PIPE TO EAST. REMOVE PIPE BETWEEN CB AND R.O.W. LINE.
CURB AND SIDE '' - I CB 2-TYPE 2,
SIGNS AND ® n, I �Mr�r�r
(DIMENSIONS 3 4 1 15 CONSTRUCTION
CEMENT CONCRETE DRIVEWAY ENTRANCE, SEE DETAIL 2,
GRADE). .00 '° 2 �S=0.001FT/FT ; EASEMENT SHEET 9.
BIOSWALE EASEMENT LINE Oil AS NEEDED
25
15
�----- 27 PIN I
` 28 i (INSTALL BEFORE S/W FILL)
4 PERVIOUS CONCRETE SIDEWALK. SEE DETAIL 1, SHEET 9.
CB SOUR LID AS- BL d' 29 '
RIM 29.98 __ — ®® _ _ _ _ _ _ _ _ _ _ J 5 FLOW SPLITTER MANHOLE, 7" DIAMETER W/SOLID LID. SEE
IE=26.64 (1 a PVC - ®®-- — —
y� � DETAIL 1, SHEET 8.
LINE 4 STA, 18+35 60' RT
t — -
-®
4i26.296 TEMPORARY ECOLOGY BLOCK WALL (OR EQUIVALENT AS
STA. 17+39 61' R
IE=26,19 AS-►psL'f iE=26.73 AS-$1..'f,.
APPROVED BY THE OWNER) W/BIKE PATH HANDRAIL, TWO
BLOCKS HIGH OR AS NECESSARY TO MATCH GRADE (WALL
STA. 17+22, 72 RT MUST NOT EXCEED 4' HIGH). SEE SPECIFICATIONS.
3224059043 `',v'
3224059043 �� 17 ASSUMED LOCATION OF UNDERLYING CONCRETE PANELS.
CONTRACTOR TO POTHOLE/VERIFY ANY CONCRETE PANEL
DISTURBANCE PRIOR TO CONSTRUCTION WITHOUT DAMAGING
CB raOUD LID CAS— BL't : PANELS,
RIM 29.99
EX lE=26.39 E} 12'' GONG.
0 ® C 8 REMOVE AND WASTEHAUL EXISTING CURB AND PAVEMENT (AS
,� : REQUIRED) FROM STA. 20+40 TO 24+38.
LO � IF .--26. 49 (S) 18 PVC :
:...............................................................
r7 mot- SHEET 9
Lo
�... r7 .... - .. So t...Lt. .... , . o .... ® rn FINISHED CURB LINE ON BRIDGE. SEE DETAIL 5, .
II L�
� N 9
? o NON -PERVIOUS CEMENT CONCRETE SIDEWALK. SEE
w 21twt? + rr� EX : LOW :POINT ELEV=;31.98 LO
w Rt 31;b3 LOW POINT STA=19�r36.18 0 >
� PVI STA=19+10.50 N w - SPECIFICATIONS.
II w )E-- (LEFT AS- IS)
J
PVI ELEV=31.$6 : :......Q .. PROVIDE 12" STUB TO PROPERTY LINE. INSTALL CAP.
x w
Q
cn .......... . .............. A.fl.=1.27% : }- :
w
Q : K=79.24
w
. m - 10®, V C y VIBRATIONS MAY CAUSE SETTLEMENT AT EDGE OF EXISTING
w
w BUILDING'S FOOTINGS (SEE SPECIFICATIONS FOR STRUCTURAL
o m m REINFORCEMENT ALONG 58 LF OF BUILDING).
® 35
GRADEAT NEW '�.' ........... ............... ........................... TO HE
Q.... :.
CURB FLOW LINE
+� � SAWCUT AND REMOVE/WASTEHAUL EXISTING ASPHALT
<t
_1 28� w EASEMENT LINE. REPLACE PER LANDSCAPING PLANS
�0.96% = : : -0.31%
0.31
REMOVE/WASTEHAUL EXISTING FENCE. RESTORE AREA PER
�® LANDSCAPING PLANS
ilk
................ ......... INSTALL CAP AT THE END OF 18 STORM STUB.
99 f 24 CPEP
- - f 24" CPEP � - - 88 LFf 24" CPEP LF- �.�_.����..._.,��__.___.._. -71 LFf 24" :CPEP 84 LFi 24" CPEP
LF�. „ r, ^ r w ,. �,,,
ti-- -- -- - ;-�- -� ..� = _ 7 . - - - : : c_n.nnn7 - - SEE LANDSCAPING PLANS FOR LOCATION OF NEW CONDUITS.
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..... .......... ...... ........ .......... ...... .......................... ..
.......:......... .. : : W 2®
:......... .. : : ........... ....... ..... .- - ELEVATION AT NEW
......................
. ....... .........
CURB FLOW LINE
.................... ...................
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CONSULTING ENGINEERS
701 DEXTER AVENUE NORTH SUITE 200
SEATTLE, WASHINGT❑N 98109 (206) 284-0860
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AS -BUILT SURVEY BY: EVAN
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(INFORMED
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THE ORIGINAL PLANS WERE STAMPED
BY SIC D. BB ON 12/15/2011
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PublicC I T Y 0 F"
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•Dept.
UTILITY NOTE:
THE CONTRACTOR SHALL CALL THE UTILITY LOCATION
REQUEST CENTER
(ONE CALL CENTER; 1-800-424-5555) FOR FIELD
LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,
AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE
PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT,
BY POTHOLING THE UTILITIES AND SURVEYING THE
VERTICAL AND HORIZONTAL LOCATION PRIOR TO
CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL
BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN
ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE
UTILITIES SHOWN ON THE PLANS ARE BASED UPON
AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT
THE PROJECT ENGINEER TO RESOLVE THE PROBLEM
PRIOR TO PROCEEDING WITH CONSTRUCTION.
NORTH
STORM WATER & WATER MAIN
IMPROVEMENTS
STORM PLAN AND PROFILE
315310$.
DATE:
2/14/11
FEIDOOM
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