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AT ROADWAY (TYP.)
IE(18'NW)-45.54
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38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41 +20 41 +60
1 NORTH 40TH STREET
CP --w-1
CONSULTANTS
Site Planning • Civil Engineering
Land Use Consulting • Project Management CALL BEFORE
11431 WILLOWS RD. NE, SUITE 120 YOU DIG
REDMOND, WA 98052 1-800-424-5555
Phone: (425) 285-2390 1 FAX: (425) 285-2389
www.cphconsuItanIts, com
;ht 0 2019 CPH Consultants, LLC. All Rights Reserved.
0 5 10
VERT. IN FEET
0 20 40
HORIZ. IN FEET
CONSTRUCTION NOTES
OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK
AND SUITABLE BACKFILL.
OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN.
PAVEMENT SECTION TO MATCH EXIST.
O3 LUMINAIRE PER ILLUMINATION PLAN.
4O APPROX. LIMIT OF GRADING.
OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DETT,
F- 40.15- 03.
6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008.
OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO.
H031.
OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER
PLAN.
Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD.
PLAN 101.
10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00,
APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN.
11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03.
CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2
12 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR
LOCATIONS AND WIDTH.
13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION
BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW.
0GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013
14 W/ STOP SIGN.
15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY
STANDARDS.
16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022.
17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021.
18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN
INSTALLATION PER COR STD. PLAN G012.
19 CONN. TO EXIST. CB.
20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN
204.30.
REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR
@SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO
FINISHED GRADE.
22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012.
23 ABANDON EXIST. CB.
24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD.
PLAN 225.10
NOTES:
1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED
OTHERWISE ON PLANS OR PROJECT DETAILS.
2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL
BE VIA PERFORATED PIPE CONNECTION.
J. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF
STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET C3.102.
4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR
STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE.
5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS
WILL BE APPLICABLE.
6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST
BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS.
7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE
CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE
DURATION OF CONSTRUCTION.
NORTH 40TH STREET
9 ~
17
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�lT� T-393405
KEYMAP R-393416
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ScISTS �Gti' IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ZONAL 1
•
THE AS -BUILT INFORMATION
SHOWN ON THIS PLAN IS PER A
FIELD SURVEY PERFORMED AND
DATA PROVIDED BY AXIS
SURVEY & MAPPING AND/OR
RECORD INFORMATION PROVIDED
BY THE CONTRACTOR.
CITY OE RENTON PERMIT SUBMITTAL
BHB
5�1�18
JBS
SURVE ED:
STEPHEN PHILLIPS PL`_
_E
1"=20'
1988
HORIZONAVERTICLNADD1983/1991
DATUM
C T� O�
VRENTON
'
Planning/Building/Public Works Dept.
SENZA LAKEVIEW
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE
DAZE:
5/1/18
RECORD DRAWINGS
MRE
1/9/19
JBS
DESIGNED:
BRYCE BESSETTE
FIELDBOOK
PAGE:
DRAWN:
JOE AMARo
ONE INCH
DRAWING NO:
C3.05
CHECKED:
JAMIE B. SCHROEDER, PE
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
-". i"
DATE
AP P R
APPROVED:
E-: OF: 16 48