HomeMy WebLinkAboutR-3853082923059097
17445 116TH AVE SE
STA:14+24.75. 1 1.00' RT
ROADWAY & DRAINAGE NOTES:
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PER ASBUILT INFO IE 12"CMP(N)=429.9'
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11602 SE PETROVITSKY RD .
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PVI STA:10+88.06
PVI ELEV:442.84
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PVI ELEV:438.29
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GRADE AT FLOWLINE
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17442 116TH AVE SE
LE SON TRUONG
18.38 I 2823059056
3.69 (12�'EXIST S IN) 17428 116TH AVE SE
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1O CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
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DETAILS
O2 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PER CITY OF RENTON STD PLAN 101
O3 INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY
OF RENTON STD PLAN 102
4O RECONSTRUCT HOT MIX ASPHALT ROADWAY PER
TYPICAL ROADWAY SECTION ON SHEET C3.03
O5 MATCH NEW SIDEWALK FINISH GRADE TO EXIST.
SIDEWALK GRADE PRIOR TO DRIVEWAY.
O6 INSTALL CEMENT CONCRETE DRIVEWAY, TYPE R1 AND
R 1 B PER CITY OF RENTON STD PLANS 104-104.4.
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TYPE A PER DETAIL ON SHEET C3.04. STATION AND
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OFFSET SHOWN IS AT CENTER OF DRIVEWAY AND FACE
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OF CURB. DRIVEWAY PROFILES ON SHEET C3.05. BACK
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OF SIDEWALK TO ROW MATERIAL TO BE ASPHALT FOR
EXISTING ASPHALT AND GRAVEL DRIVEWAYS AND
C:
CONCRETE FOR EXISTING CONCRETE DRIVEWAYS.
O7 CONNECT PROPOSED STORM SYSTEM TO EXISTING
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STORM DRAIN
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O ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISH
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GRADE
O9 ADJUST WATER VALVE BOX TO FINISH GRADE PER CITY
OF RENTON STD PLAN 330.1
10 INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET
C3.03
11 REPLACE EXISTING CATCH BASIN OR MANHOLE LID WITH
Pj= E
SOLID LOCKING NON SLIP COVER
An Engineering Services Company
12 ADJUST WATER METER BOX TO FINISH GRADE
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
13 ADJUST HYDRANT TO FINISH GRADE, REMOVE AND
p. 425.827.2014 f. 425.827.5043
DISPOSE OF EXISTING BOLLARDS
Civil � Structural � Planning I Survey
14 CONTRACTOR TO POTHOLE EXISTING UTILITY CROSSING
WWw. aceengrs.com
PRIOR TO CONSTRUCTION
15 NOT USED
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16 NOT USED
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17 PROVIDE ADDITIONAL CONCRETE SIDEWALK WIDTH OF 3'
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AT STA. 13+30 AS SHOWN ON PLANS TO PROVIDE ADA
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CLEARANCE BEHIND NEW TYPE 2 MAILBOX SUPPORT
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GENERAL NOTES
1. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO
FACE OF CURB UNLESS LISTED OTHERWISE.
2. STATION, OFFSET AND RIM ELEV. FOR ALL STORM
STRUCTURES ARE TO CENTER OF STRUCTURE. SEE
SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL.
3. EXISTING GRADE PROFILE SHOWN IS AT
CONSTRUCTION CENTERLINE. FINISH GRADE PROFILE
SHOWN IS AT FLOWLINE.
4. DISTURBED AREA EAST OF THE SIDEWALK,
INCLUDING PRIVATE PROPERTY TO BE REPAIRED
AND REPLACED IN KIND USING, GRAVEL, SOD, BARK
MULCH AND/OR TOPSOIL. ALL PRIVATE UTILITIES TO
BE REPAIRED OR REPLACED IF DESTROYED DURING
CONSTRUCTION.
5. CONTRACTOR TO POTHOLE AND VERIFY EXISTING
UTILITY LOCATION AND DEPTH AT ALL PROPOSED
UTILITY CROSSINGS. POTHOLE DATA TO BE
PROVIDED TO ENGINEER IF THERE IS A CONFLICT.
6. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1
OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT
GUIDELINES FOR ACCESSIBLE PUBLIC
RIGHT-OF-WAY OF NOVEMBER 23, 2005 (PROWAG).
7. ALL WORK MUST STAY WITHIN RIGHT OF WAY AND
CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE OF
RIGHT OF WAY. THERE SHALL BE NO DISTURBANCE
OUTSIDE OF RIGHT OF WAY LINE EXCEPT FOR
DRIVEWAY SMOOTHING/PAVING ACTIVITIES.
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
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SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C3.00
YOU81
DIG
�GRMCE (USA) SHEET# 8 OF 20