HomeMy WebLinkAboutR-408913SCALE: 1 "=20'
20 10 0 20 40
1
z
L`
104
13
END OF
FOR PARKING
TINGE
Q0F WAS I l
J PREFERRED
CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS
35 Cy
SS Ois 11627 SE 58TH STREET PH (206) 501-5708
BELLEVUE, WA 98006
EMAIL: PELLCENGR®GMAIL.COM
N.E. 1
4, SEC. 32 TWP. 24N., RGE. 5E., W.M.
PVI STA:12+34.15
PVI ELEV:153.85
K:1.43
LVC:10.00 �I-
SEE FG C/L
PROFILE FOR
VERT CURVE
GEOMETRY
1+60 11+80 12+00 12+20
NF OIRTH qT PRnFTI F
NE 38TH ST IMPROVEMENTS
SCALE: 1 "=20'
SURVEYM
EC
DENGNM
L
DRMft
JJK
L
NO. REVISION BY DATE APPR ""� L
14914
150.75 0
1�
��50.90
1 a o
12+80
w
2:1, MAX
(TYP)
PO
J
—14,
12+55.06
-21.55'LT
C/L ADA RAMP
�CoI
l.
12
--1 + 2..8
\\m u I
12+58.32
18.31 ' RT
C/L ADA RAMP
NORTH
S�
ADA RAMP
SCALE: 1 "=5'
MEF SUBMITTED W/ FINAL
PLACEMENT OF RAMP TO
BE CONFIRMED WITH COR
TRANSPORTATION.
-5'-
WALK
2.02.0
8.5'
CURB & PLANTER
2.00%
10'
, 2.00%
SOUTH ADA RAMP
SCALE 1 "=5'
MEF SUBMITTED W/ FINAL
PLACEMENT OF RAMP TO
BE CONFIRMED WITH COR
TRANSPORTATION.
ROADWAY
C/L
CEMENT CONC ---� CEMENT CONC—
SIDEWALK (SEE TRAFFIC CURB & GUTTER
STD PLAN (SEE STD PLAN NO.101)
N0.102) 4" COMPACTED DEPTH
CLASS B ASPHALT CONC
2 1 /2" COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
6" COMPACTED DEPTH
CRUSHED SURFACING BASE COURSE
NATIVE SOILS COMPACTED TO 95% MDD
10'
2.0
CEMENT CONC
TRAFFIC CURB & GUTTER
(SEE STD PLAN NO.101)
NE 38TH ST FRONTAGE IMPROVEMENT
NTS
NOTE:
EX. UTILITIES ARE APPROXIMATE ONLY.
CALL 811 BEFORE DIGGING & POTHOLE
UNKNOWN EX. UTILITIES BEFORE
CONSTRUCTION BEGINS.
1"=20' A:", CITY OF
DATUM RENTON
ONE iNMN ELEV==185.20
AT FULL SMILE Planning/Building/Public Works Dept.
IF NMT ONE NIM
SM&E AGCONDMIOLY
015
IN COMPLIANCE WITH CITY OF RENTON STANDARDS O
DEVELOPMENT ENGINEERING
jchavez 07/20/2020
KP DD EWELOO P M ENE 3HOR7 PLAT
1823 23 ME 3ffih 3�
GEH70M1 AMA
HE 367H ST
PLAT o PROMLE
a
0
DAM
6/2020
BOOK
PAOLI PAGE
DRANIM Na
C-13
a
sr,EfT: 13 oF: 22