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SCALE IN FEET J
KEY NOTES:
DETAIL/
KEY
NOTE:
SHEET
RD6/C16,
O
SAWCUT EX ASPHALT PAVEMENT AND APPLY TACK
(COR STD
COAT AT EDGE AND SURFACE SEALANT AT JOINT
PLAN 110,
110.1)
ADJUST EX UTILITY STRUCTURES TO FINISHED
RD4/C16
O
GRADE (TYP) ALL UTILITY STRUCTURES IN
(COR STD
SIDEWALK MUST HAVE A SLIP -RESISTANT LID. SEE
PLAN 104)
VAULT COVER NOTES THIS SHEET
O
NEW 14' WIDE DRIVEWAY TYPE C213 ALLEY
(CDR STD
ENTRANCE
PLAN 104.2)
RD6/C16
(COR STD
40
TRENCHING LIMITS (TYP)
PLAN 118
RD7/C 1
(COR STD
PLAN 110.1)
NEW 12' WIDE CONCRETE SIDEWALK WITH 2' X 2'
ARCHITECTURAL SCORE JOINT, MEDIUM -LIGHT
SANDBLAST FINISH (TYP). SEE LANDSCAPE PLANS
RD2/C15
FOR SCORING PATTERN. SCORING PATTERN MUST
(MODIFIED
O
ALIGN WITH SIDEWALK AND CURB JOINTS.
COR STD
SIDEWALK PAVING FINISH TO MATCH THE CITY'S
PLAN 102)
APPROVED SAMPLE. COORDINATE WITH CITY TO
VIEW SAMPLE.
NEW 6" CEMENT CONCRETE TRAFFIC CURB AND
STD
O
GUTTER
(CDR
PLAN 101)
07
REPLACE EX SIDEWALK TO NEAREST JOINT (TYP)
RD2/C15
(COR STD
PLAN 102)
REPLACE EX RAISED CENTERLINE LANE MARKINGS
O
IN -KIND (TYP) (NOT SURVEYED)
CL
-
4" HMA CL 1/2"
PG 64-22
(OR MATCH EX
IF GREATER)
COMPACTED
SUBGRADE
TYPICAL ALLEY CROSS SECTION (A -A
NTS COg
32.25'
(NEW ROW)
30.0'
(EX ROW)
8.0' 4.0'
SIDEWALK TREE GRATE
2.25' OR SIDEWALK
ROW
DEDICATION
v
v
RD2/C 15
- Pm
PUBLIC
I
I
. I I
SERVICE
ENTRANCE
FF 39.63
i" CRUSHED SURFACING TOP
;OURSE (9-03.9(3)) PER WSDOT
STD SPECIFICATIONS, COMPACTED
TO 95% MODIFIED PROCTOR (OR
MATCH EX DEPTH IF GREATER)
CL
8" HMA CL 1/2" PG 64-22
(OR MATCH EX DEPTH IF GREATER)
(COR STD PLAN 102) 6" CRUSHED SURFACING TOP COURSE
(9-03.9(3)) PER WSDOT STD SPECIFICATIONS,
CURB AND GUTTER COMPACTED TO 95% MODIFIED PROCTOR
RD1/C15 (OR MATCH EX DEPTH IF GREATER)
(COR STD PLAN 101)
TYPICAL ROAD CROSS SECTION - WILLIAMS AVE S B-B
NTS C09
BASE MAP/TOPOGRAPHY PROVIDED BY
W. Gqe OTHERS. DCG CANNOT BE HELD LIABLE
9706 4th Ave NE Ti
of b ed FOR ACCURACY. CONTRACTOR SHALL
Suite 300 co Ti ® FIELD VERIFY GRADES, UTILITIES AND
Seattle, WA 98115 elein ALL OTHER EX FEATURES &
-
P: 206.523.0024 ��, CONDITIONS. IF CONDITIONS ARE NOT
F: 206.523.1012 �o 47 0.01 AS SHOWN &/OR PLANS CANNOT BE
www.dcgengr.com oo, CONSTRUCTED AS SHOWN, CONTACT
S�ONAL DCG PRIOR TO CONSTRUCTION.
2 C❑NSTRUCTI❑N REC❑RD DRAWINGS
1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT
NO. REVISION
CT 01/08/20
CT 01/25/19
BY DATE
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SURVEYED:
DESIGNED:
CT
DRAWN:
RB/CT
CHECKED:
TG
PPR
APPROVED:
TG
A/
MAIN ENTRANCE
FF 40.04
WATER/FIRE ROOM
FF 40.21
N
0
0
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PW,
FF=40
6"D
PAP
r
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU V
C.
WM
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
IVAULT COVER NOTES:
VAULT COVERS SHALL BE AS FOLLOWS:
-CITY WATER: ARMOCAST POLYMER CONCRETE
COVER WITH NON-SKID SURFACE
-CITY STREETLIGHT AND IRRIGATION: FOG TITE, INC.
CITY OF SEATTLE TYPE 1 HH NON-SKID GALV COVER
- PRIVATE UTILITY (ELECTRICAL, COMMUNICATIONS
AND OTHERS): MATCH FINISH OF FOG TITE INC.
COVER ABOVE. ALL VAULT COVERS SHALL MATCH
COLOR OF SIDEWALK.
v
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
PAVEMENT & CHANNELIZATION
RESTORATION NOTES:
1. CHANNELIZATION MATCHING THE EXISTING FIELD
CONDITIONS SHALL BE PROVIDED BY THE MERRILL
GARDENS PROJECT UNLESS THE CITY OF RENTON
WILLIAMS AVE S PROJECT INSTALLS REVISED
CHANNELIZATION PRIOR TO MERRILL GARDENS
PROJECT COMPLETION. IF THE CITY PROJECT HAS
BEEN COMPLETED, THE MERRILL GARDENS
PROJECT SHALL REPLACE THE NEW WILLIAMS AVE S
CHANNELIZATION IN -KIND.
2. THE MINIMUM REQUIRED PAVEMENT RESTORATION
IS A HALF -STREET WIDTH GRIND AND OVERLAY (AS
SHOWN ON THIS PLAN). A FULL STREET WIDTH
GRIND AND OVERLAY MAY BE REQUIRED BASED ON
THE CITY OF RENTON INSPECTOR'S ASSESSMENT
OF FIELD CONDITIONS PRIOR TO RESTORATION.
I
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
HH
_ CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 121,CONC(S)=35.3
I.E. 12"CONC(N)=35.1
LEGEND.
CONCRETE SIDEWALK
ASPHALT PAVEMENT
G WATER METER VAULT
co
i
LANDSCAPE
0 R
401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
o C TY OF
MERRILL GARDENS AT RENTON CENTER- ADDITION
'R R E N TO N 104 BURNETT AVE S, RENTON, WA 98057
Planning/Building/Public Works Dept. TRANSPORTATION PLAN
7)
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DATE: V
1 /8/20 J
FIELDBOOK: J
PAGE: IIr
DRAWING NO:
C09 LLI
SHEET: 9 OF: 34