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A PORTION OF THE NW 1/4 iOF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON - -
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DOWN 0.9' FROM SURFACE I
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IE=15.56, 12"CMP(W)
IE=15.66, 12"CPP(E)
IE-15.66, 12"CMP(S)
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NOT LOCATED FOR
THIS SURVEY
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LEGEND
PROPOSED FEATURES -
LANDSCAPING, SEE SHEETS L1.1 & L1.2 FOR PLAN,
NOTES, AND DETAILS
HD ASPHALT PAVEMENT, SEE DETAIL 01/C2.4
ASPHALT PAVEMENT, OVERLAY ONLY. TO BE PLACED
WITH FINAL LIFT OF ADJACENT HEAVY DUTY ASPHALT
4" DEPTH SIDEWALK CONCRETE PAVEMENT
10" DRIVEWAY ACCESS CONCRETE PAVEMENT
=°
CAST -IN -PLACE CURB
GENERAL NOTES
1. SEE SHEET C0.1 FOR SURVEY INFORMATION.
2. SEE SHEET C2.2 FOR SURFACING NOTES.
3. ALL RADII DIMENSIONS ARE TO THE FACE OF THE
CURB/ASPHALT/FLOWLINE, UNLESS OTHERWISE NOTED.
4. COORDINATE WITH GRADING AND DRAINAGE ON SHEET C3.1.
5. AMEND ALL DISTURBED SOILS AS REQUIRED PER DETAIL 03/C2.4
KEY NOTES
HEAVY DUTY ASPHALT PAVEMENT TO BE INSTALLED PER DETAIL 01/C2.4
P:� PAVEMENT JOINT, INSTALL PER DETAIL 03/C2.4.
3�INSTALL CAST -IN -PLACE CONCRETE CURB AND GUTTER PER CITY OF
RENTON STD PLAN 101 (DETAIL 04/C2.4).
:� EDGE OF ROAD PAINT LINE, SEE DETAIL 01/C2.5.
5� DRIVEWAY AS PER CITY OF RENTON STD PLAN 104.2 AND STD PLAN
104.4 (DETAILS 03/C2.5 AND 04/C2.5, RESPECTIVELY). PROVIDE
MODIFICATIONS (1) TRIANGULAR WINGS, (2) DO NOT DEPRESS SIDEWALK
AT DRIVEWAY.
PLANTER STRIP, SEE 02/C2.4 FOR SOIL AMENDMENT REQUIREMENTS.
CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN F007 AND STD
PLAN 102 (DETAILS 05/C2.4 AND 06/C2.4, RESPECTIVELY). MAXIMUM
-STORM CATCH BASIN ' - SIDEWALK CROSS SLOPE IS 1.50%.
RIM=19.67
IE=16.32, 24"CMP N 20" 2" CLASS 1/2" ASPHALT PAVEMENT OVERLAY ONLY. PLACE
' IE=16.52, 8 CPP, S SIMULTANEOUSLY WITH FINAL LIFT OF ADJACENT HEAVY DUTY ASPHALT
x PAVEMENT.
19 65 \�O
OVA? -
- -__S1 TE T. B. M.
MAG NAIL
95D N: 174051.16 FOUND MONUMENT
E. 1295963.41' 4"X4" CONCRETE
ELEV. 19.80 WITH PIN 5+46
DOWN 1.2' FROM SURFACE
05118117
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NORTH
2
HORIZONTAL SCALE: 1„ =10
HORIZONTAL CONTROL/SITE/PAVING PLAN (PUBLIC)
10
0 10 20
s/r/r/r/ r/r Qrrrrrr
(TYP.)
SURVEYED:
SCALE:
AS NOTED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/183/1991
•
C T Y O E
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DESIGNED:
DRAWN: KH URI RENTON
JMW ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
MBK IF NOT ONE INCH
NO. REVISION BY DATE A P P R APPROVED: KH SCALE ACCORDINGLY
SITTS & HILL
ENGINEERS, INC.
CIVIL ■ STRUCTURAL ■ SURVEYING
4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
hftp://www.sittshill.com/
Project No.: 17668 Project Mgr.: KH
Proj. Engineer: MBK Proj. Drafter: JMW
R-402709
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
bbannwarth 11/13/2018
DATE:
WSADA PARKING LOT
PAGE:
DRAWING NO:
HORIZONTAL CONTROL/SITE/PAVING PLAN C2. 1
(PUBLIC) SHEET: 9 OF:25
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