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35
L:GUTTER
NEW CURB &
30 +37 (40` R)
...........................................................OR.STD .1.01:00..................
25
20
;61
10+00
NECK DRI V
'AVEMENT RESTORATION SHOULD MEET CITY OF RENTON STANDAR[
TRENCH RESTORATION & STREET OVERLAY REQUIREMENTS.
PROPOSED TOP OF CURB EX GROUND 0 CONSTRUCTION CENTERLINE
............. ........................ ........................ :..\ ........... ........................ ................. / .............. _...: ..................... ................
11+00
% MATERIAL SUBMITTAL FOR ALL WATER TIGHT COUPLERS SHALL BE SUBMITTED TO ANC
%PPROVED BY THE CITY PRIOR TO ORDERING OF THE RESPECTIVE COUPLER.
PAVEMENT MARKINGS PLAN AS PART OF THE PM SHEETS ARE
PROVIDED TO SHOW PAVEMENT MARKINGS ALONG ROADWAY.
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB IN AUGUST 2019
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
COUGHLIN
PORTER
LUNDEEN
Call before you
Djg.8-1-1
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
EX GROUND 0 NEW GURBUNE
12+00
END CURB AND GUTTER
STA 13+27.3 (27.5' RT)
PERGORSTD 101 ....
13+00
14+00
20
15+00
1 P_OLE AND GUY LINE
GUY ANOIR
,�- ' 4�F�'ifC-4" 1 - _OJT ALtV111BQCl�-_�CU
7�AND�$" -41YI� -- - - - —40— �� L CNDVEF
---_--_- ---- _� ��-,� - ------CV€RYL�R6dGt ---- — -- ���
PROTECT EX --- --- -----� -- - ----- - -------- ---�� T1G TC01
_ _ �:
PSE POLE — — — — — -#r —SIT SHEET C3
PROTECT EX ---- _�-- -- _—_ --_— —� --—_---_—_ —_---����� \ 1
PSE POLE - �l--�---------�2tF ------ --- —--------- �\ \ \� \
GUY LINE NEW LUMINAIRE POLE AND SIGN - 49 — — — �iGR — — — — — —-F�EP�D�U�FALL——so--
36.9 RT RAG AR — — _ a' \ \ \
AT STA 13+03 (27.7' RT)-S�C�%- — - - - - - - - - -FIA1L - - - B€V'D�D Cc \ \ \
STA13+15.5{36'---Tr2-------IE=I�9--_ _ -_--_- --_-
(SEE TRAFFIC PLAN) SD #A2 CB TYPE 1 - --_-_- � - - - DER \ \\ \
-�E€DT1L =---- �\
RIM=�36.9 RT = (� — —=DRAW>arulroG -- ems- _ A � �\
IE-nr�(IN)NW26.164"(IN)W -- --- _- \�
if SEE SHEET C3-210 FOR GRADING - - - -SE
IE=�4�&Cr(OUT) Nr13.3812 (OUT) N DETAIL PLAN OF CHANNEL C3-212
Le end SEE DETAIL\�
J
C3-211
N 79°33'06" E - 46.81' PROPERTY LINE
N 79°33'06" E - 46.81'
PROPERTY LINE
8" HMA ASPHALT PAVING
11
ASPHALT PAVEMENT
3'SD 8" SD @ xx%
STORM DRAINAGE PIPE
SEE DETAIL
��
C3-211
CONTOUR (INDEX)
0 •®O
YD/CO/CB/CB 2/MH
- - - CONTOUR
? SS SS 8" SS @ xx%
SANITARY SEWER
2" HMA OVERLAY TO ROADWAY CENTERLINE FOR EXTENT
� �SSMH SSCO
OF IMPROVEMENTS (CL 1/2" PG 64-22 PAVEMENT PER
ASPHALT OVERLAY
O •
SANITARY MH/CO
WSDOT STDS.)
RECORD DRAWINGS
NO. I REVISION
SURVEYED: I SCALE:
DESIGNED:
ALC
DRAWN: LBJ
ONE INCH
CHECKED: AT FULL SCALE
TBB IF NOT ONE INCH
BY DATE APPR I APPROVED: SCALE ACCORDINGLY
TBB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
14+93t40.4' RAT)",.
AND GUTT s
AT STA
- C ARRIER SEE \
'WSD NDARD PL)kN-
NGLE-SLOPE CONC
��`BARRIER (PR S , C-
\�SINGLE SLOPE CON ETE AF
�BA1R�:1E13 (PRE INAL,
STA 14+73.6 (38' iRT�
SD #B2, CB TYPE 1 PE
COR STD. PLAN 200.00 /
W/ METAL COVER PER
COR STD. 204.10
RIM=218+29.04
IE=27.3412"(IN}14M!7.22 4" (1'N) N
IE 2 972"(OUT) S� /
R-400508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LAKE WA BLVD IMPROVEMENTS y^_11-19-2019
PHASE III FOR SOUTHPORT DEVELOPMENT FIELDBOOK:
PAGE:
C3-201
PAVING PLAN AND PROFILE SHEET: 8 OF:29
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