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EXG SSMH
STA 9+63.26, 6.97R
RIM = 4A.75
INV(E) = 415.1210" PVC \
1rs0.75, 4
431.05
430.73 a
MATCH EXG GRAD
430.64
MATCH EXG GRADE
a 430.67 zf
V ASPHALT
TRANSITION o
TO EXG D/W
430.13
. a
MATCH EXG GRADE
D
1 S/W TRANSITION
C4 NTS
430
425
9+80 10+00
PROFILE AT CURB SE 164TH ST
SCALE: 1 = 10' H ; 1 :2 V
( ; LOT 2
5090.08 SQ FT
0.12 ACRES
Alt Am
i_�..�� I • •
ISO
STA:l0+05 (FC777�D
I�iVElj�iENTS PE
& LOCATION u� �-
LINE
LP 12" 0 PVC SDR-35 @4464-
1 1.28%
S88004'46"E . 20,1 O
12
-�-
-sS
- -- ._
-S STA 10 13.4k9.00 L (FC) .�S-
\ —S
C/L OF NEW DW STANDARD CONCRETE
DRIVEWAY ENTRANCE - PER COR STD CENTERLINE OF ROW
PLAN 104.1 & 104.2
EXG ROCK WALL
AS BUILT EDGE OF SM
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF
CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS
PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
432.28 GRADE TC
ATCH
LANDSCAPING TO EAST OF SIDEWALK AT
EXG GRADE 0.0% GRADE FOR 1.0 FT THEN DOWNWARD AT A
7
GRADE OF 3:1 TO MATCH EXISTING GRADE, FILLING
N EXISTING DITCH,
RIPRAP PER TABLE 4.2.2.A
F THE RSWDM (TYP)
GRAVEL SHOULDER PER C7
P OHP
—D — —D
11+12.11,10.37'L r
OF ROAD TRANSITION
44-LF 1 TO PVC SDR-35 @�6 �4% . 434.69
MATCH EXG GRADE i
16.5 16.85%
6 H
SE I
ST.11'
11+00 1.1+19
\ - -�
STA 10+84.96,13�O�L (FC)
END OF FRONTAGE IMPROVEMENTS
PER DTL 2/C4 MATCH EL-EVATION &
LOCATION OF EXG IMPROVEMENTS -
N
W E FRONTAGE IMPROVEMENT PLAN - SE 164TH ST
SCALE: 1 =10
S
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AS -BUILT
REVISION
AEP 06/28/2019 SURVEYED:
DESIGNED:
KL
DRAWN:
KL
CHECKED:
AEP
BY DATE APPR APPROVED:
430
425
11AOO.02
SCALE:
SCALE
��AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
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VERTICAL CURB &
GUTTER PER COR
STD DTL 101
AS -BUILT NOTES:
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON
INFORMATION PROVIDED TO APCE BY TOUMA ENGINEERS &
LAND SURVEYORS AND ANYTHING NOT SHOWN ON THESE
PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM
WHAT WAS SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT
PER THE APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE
ELEVATIONS ARE NOT REFLECTED IN THIS PLAN.
8'
LIM
HMA 4" THK ASPHALT CLASS TYPE 1/2
W/6" CRUSHED ROCK BASE PROOF -ROLL EXG SUBGRADE TO CHECK FOR SOFT SPOTS.
COMPACTED TO 95% MODIFIED OVER -EXCAVATE SOFT SPOTS 12" MIN AND FILL WITH BASE
PROCTOR COURSE GRAVEL. COMPACT TO 95% MODIFIED PROCTOR MIN.
SE 164TH FRONTAGE IMPROVEMENTS
NTS
CITY OF
'R RENTON
Planning/Building/Public Works Dept.
VARIES
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R-397011
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LALLY'S SHORT PLAT
FRONTAGE IMPROVEMENTS PLAN
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DATE
08/03/2017
(n
FlELDBOOK: BOOK
PAGE PAGE
DRAWING NO:
C4
J
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SHEET: OF:
4 - 6
R-397004