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19 LF 12" 0 PVC SDR-35 @ 8,60
430, 1
_ C4 .�
TEL
12"AC(REF) r 428
_ -W_
I -426- _ _ - . W_
IT(REF)
CB #
IE 426%1AICH EXG DITCH)
RIPRAP PER TABLE 4.2.2.A 429.01
OF THE RSWDM (TYP) MATCH EXG GRADE 28 LF 16" 0 DIP @ 1:32%
L
STA 9+70.80,10.161 STA:10+05 (FC)
START OF ROAD TRANSITION BEGIN FRONTAGE IMPROVEMENTS PER
9+60 DTL 2/C4 MATCH ELEVATION& LOCATION
-- - -._1 _ _ OF EXG IMPROVEMENTS
GRAVEL SHOULDER PER C7 --1�0
- - 130
431.05
MATCH EXG GRADE.
430.64
MATCH EXG GRADE
V ASPHALT -
TRANSITION
TO EXG DIW
430.13
MATCH EXG GRADE
- -p-
LOT 2
i 5090.08 SQ FT I
0.12 ACRES
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-----------------__---
PERMEABLE PAVEMENT
EDGE TREATMENTS
_ 432 -- -- -- -
_ APPROVED MAILBOX
LOCATIONS PER
POST MASTER
YARD RAIN #1
S88°04'4 'E 85.00'
433.12
° 432.19 433.01 431.
. a 433.32 433:04
o a
,L Q34i2'�
:�
j ��j
\Ta 2;5
UGP "
e e a UGP 433.24
° -W W_ --
_
° ° 1 0.5' CURB &GUTTER \ 433.38
CB #.1
-S- - S-- - -S- - -
EXG SSMH STA 10+13.48;13.00'L (FC)
STA 9+63.26, 6.97R C/L OF NEW DW STANDARD CONCRETE
RIM = 428.75 DRIVEWAY ENTRANCE - PER COR STI�
INV(E) = 415.1210" PVC \ PLAN 104.1 & 104.2 \
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
432.87
MATCH EXG GRADE
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
- EXG ROCK WALLTO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 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.
YARD DRAIN #2
I
-1 ,,-- GRADE LANDSCAPING TO EAST OF SIDEWALK AT
0.0% GRADE FOR 1.0 FT THEN DOWNWARD AT A
\ GRADE OF 3:1 TO MATCH EXISTING GRADE, FILLING
yN EXISTING DITCH. RIPRAP PER TABLE 4.2.2.A
F THE RSWDM (TYP)
/ IE = 431.92 (MATCH EXG DITCH) \
�/ \
� GRAVEL SHOULDER PER C7 I
- 432.93 \
- OHP
_� P OHP- +-
�p--_p.
11+0 11+12,11,10.37'L i
1OP 12" 0 PVC SDR-351 4% END OF ROAD TRANSITION
c /MATCH-EXG GRADE ALONG SAW CUT LINE 434.69 - - --
I
781F 12" 0 PVC SDR-35 @ 2.95% / MATCH EXG GRADE
cn �.
SE 1.6-
H
ST..
S88 04 46 E_ 2 0�0 . 1.1+00 11+19 ,.
- -- - =- -
_S_ S - -. - S-- - - S - - -S -- S =- - S - -
S \
\ CENTERLINE OF ROW \ - _ S -
-S ''� -
' \ \ STA 10+84,96' 13)0\L (FC)
END OF FRONTAGE IMPROVEMENTS \
\ PER DTL 2/C4 MATCH ELF ATION & \
LOCATION OF EXG IMPROMENTS \
N
E FRONTAGE IMPROVEMENT PLAN - SE 164TH ST
SCALE: 1717
S
STA 10+83.77,12.08L
RIM = 433.33
CB # 1
IE(W) = 429.50
STA 10+05.89,1 .09L
IE(NW) = 429.50
RIM = 430.29
IE(NE) = 429.50
-
-
-- - -
IE(M = 427.20
S.
IE(N) = 427.20
IE(E) = 427.20
EXG GRADE
FINISHED GRADE @
254W°
GUTTER LINE
_
- --_�
I.B9%
(EX
)6" DI WATER PIPE
- (REF) BEYO
-
/ 28 LF 16" 0 DIP @ 1,32%
/
f
aF -
(EXG)12" AC WATER PIPE
(REF) BEYOND
NO.
REVISION
SURVEYED:
DESIGNED:
KL
DRAWN:
KL
CHECKED:
AEP
BY DATE APPR APPROVED:
13'
m
ui
cn
VERTICAL CURB &
I GUTTER PER COR
STD DTL 101
EXG ROADWAY
430 HMA 4" THK ASPHALT CLASS TYPE 1/2
Wl6" CRUSHED ROCK BASE
COMPACTED TO 95% MODIFIED
PROCTOR
425
11AO&02
SCALE
��AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL• NAD 1983/1991
DATUM
2.0%
8' 1 5.0' 1 VARIES
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l�lll
d
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0
SIDEWALK PER "'
COR STD PLAN I
102
ITING STRIP
-1.5%
PMN911��
PROOF-ROLL EXG SUBGRADE TO CHECK FOR SOFT SPOTS.
OVER -EXCAVATE SOFT SPOTS 12" MIN AND FILL WITH BASE
COURSE GRAVEL. COMPACT TO 95% MODIFIED PROCTOR MIN.
SE 164TH FRONTAGE IMPROVEMENTS
c) o
NTS
R-397004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
f - _
Apft
v.R CITY OF
RENTON
Planning/Building/Public Works Dept.
�,
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
Ann Fowler 08/01 /2018 rStraka 08/03/2018
LALLY'S SHORT PLAT
FRONTAGE IMPROVEMENTS PLAN
LL
TO
DATE:
08/03/2017
+
(n
U)
FIELDBOOK: BOOK
PAGE: PAGE
DRAWING NO:
C4
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i
SHEET: OF:
4 6
R-397004