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STATION, OFFSET
CITY OF RENTON 1 CITY OF RENTON PEM
7
33 +3715, 9' LT
Approved by:
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33 +03.70, 9' RT
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Approved by:
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R- 373214
DRIVEWAY TABLE
LOT
STATION, OFFSET
W107H
7
33 +3715, 9' LT
16'
8
32 +74.68, 9' LT
16'
12
33 +03.70, 9' RT
16'
13
33 +74.70, 9' RT
16'
14
34 +06.70, 9' RT
16'
��� MRCH EVANS, PLS N/A Rpa�D ; „�, e, CITY OF EVANS
RYAN SCHAUBLE
P R RENTON
ErE DATUM
tl Planning /Building /Public Works Dept.
JAMIE aFUU IE B. SCHROEDER, Sac � PE r lac Die erh
BY DATE APPR �PPRdhpPPROVED s,uc.�o�.,a.
1O SPILL CONTROL TEE PER CDR STD. PLAN 23700
OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT MIN.
PAVEMENT SECTION TO MATCH EXIST.
3O PIPE OUTLET PROTEC7ION PER DETAIL ON SHEET C3.102
4O APPROX. LIMIT OF GRADING
OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET.
F- 40.15 -02
O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102
OROADWAY SURVEY MONUMENT W17H CASE PER CDR STD. PLAN NO.
H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH
PER PLAN.
OTYP. CEMENT CONC. VER77CAL CURB AND GUTTER PER CDR DWG
F001
6" WHITE PVC (UNLESS N07ED 07HERWISE ON PLAN) ROOF DRAIN
10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH
AND UPSTREAM INVERT ELEV. PER PLAN
11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET.
0
F- 40.15 -02
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA7ONS AND WIDTH
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTON
13
BOX UNIT PER CDR STD. PLAN H026
GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013
14 W/ STOP SIGN
15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR
STANDARDS
i6 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022
17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021.
18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN
0
INSTALLATION PER CDR STD. PLAN 0012
19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
DETAIL ON SHEET C3.102
020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR S7D. PLAN
204.30
21 SOLID LOCKING LID PER CDR STD. PLANS
22 "NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012
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 WA PERFORATED PIPE CONNECTION.
3. 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 CDR
STD. PLANS 204.00 AND 204.20 UNLESS N07ED 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.
KEYMAP
CP H
CONSULTANTS
Site Planning • Civil Engineering
CALL BEFORE Land Use Consulting " Project Management
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MAPLEWOOD PARK EAST 5/30/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS -
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ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03
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