HomeMy WebLinkAboutR-372319:K —COR
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date;_
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A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M.
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9 END IMPROVEMENTS \\
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24 CPEP SD PIPE
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IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: DATE: 2
BY: - 21 " DATE:' E'2D1
BY: DATE:'
BY: DATE:' ....... .
0 10 20
VERT. IN FEET
0 20 40
HORIZ. IN FEET
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CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date;_
1
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DATUM
d� CITY OF
�II RENTON
Planning /Building /Public Works Dept.
_
AM�IE B. SCHROEDER, P
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AMIE B. SCHROEDER, PE
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IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: DATE: 2
BY: - 21 " DATE:' E'2D1
BY: DATE:'
BY: DATE:' ....... .
0 10 20
VERT. IN FEET
0 20 40
HORIZ. IN FEET
cognBWm2ovawry conamrenu. uc. ai ai�n gsenea.
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date;_
1
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DATUM
d� CITY OF
�II RENTON
Planning /Building /Public Works Dept.
_
AM�IE B. SCHROEDER, P
°A"` PETER EVANS
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AMIE B. SCHROEDER, PE
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NO.
REVISION
BY
DATE
APPR
APPROVED
CONSTRUCTION NOTES
O SPILL CONTROL TEE PER CDR SID. PLAN 237.00
OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN.
PAVEMENT SECTION TO MATCH EXIST.
O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103
O APPROX. LIMIT OF GRADING
SO SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2
O PIPE INLET PR07EC71ON PER DETAIL ON SHEET C3.103
O7 ROADWAY SURVEY MONUMENT WITH CASE PER COR S7D.
PLAN H031
OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007.
WIDTH PER PLAN.
OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD.
PLAN F001
6" PVC (UNLESS N07ED OTHERWISE ON PLAN) ROOF DRAIN
f0 COLLEC77ON PIPE, SEE DETAILS ON SHEET C3.103, APPROX.
LENGTH AND UPSTREAM INVERT ELEV. PER PLAN
11 SIDEWALK RAMP TYPE ID PER CDR SID. PLAN F010
12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR S7D. PLAN F004 -4.
REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA77ONS AND WIDTH
MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC71ON
13 BOX UNIT PER CDR SID. PLAN H026
GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013
14 W/ STOP SIGN
15 ROUND SOLID LOCKING COVER
i6 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022
17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021.
ig TYPE III BARRICADE PER CDR STD. PLAN H01B
REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT
19 DETAIL ON SHEET C3.102
RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR S7D. PLAN
20 204.30
21 ADJUST EXIST. RIM TO FINISH GRADE
NOTES:
1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS NOTED
07HERMSE ON PLANS OR PROJECT DETAILS
2. ALL CATCH BASIN LOCA77ONS REFERENCED TO CENTER OF
STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE
PLACEMENT DETAIL ON SHEET 0.102.
J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED
W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR
STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE.
KEYMAP N
R- 372319
CPI m I
'" CONSULTANTS
Site Planning • Civil Engneenng
CALL BEFORE Iannllse Casulhng -hoed Management
YOU DIG � �� �I 14fAard. WA SM
1- 500. 4245555 Rore:(425) 285239D l FAX (425) 2W2389
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LIBERTY GARDENS D2/21/1'
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
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ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.08
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