HomeMy WebLinkAboutR-404908HORIZONTAL: 1"=10' 00
_Knowbelow.
• 5 10 20
Call before you dig.
Dial 811
NE
m\\ \\"`®\\\®
U
w
0
w
Q
CD
_ '35" W 50. 2'
Q (V
Cn 10+00 0
C.�
z
ME
. �; •
n5
n0
m
K6
ALLEY - PLAN & PROFILE
I O
II
®
I
I
I =
� I
I
I
I
s
N
I
I
J !
I
i
_
10'
STORM
1
I EASEMENT
1..
89� 04
5" W \50.02'
��
1 1 + 0 �`
GATE
CBf4
EY PLAN VIEW
SCALE: 1 "=10'
I
I I
I I
STRUCTURE TABLE
I
I II
I
CB#4, TYPE 2-48"
�I W/ STANDARD GRATE
RIM = 169.88
IE=163.11 (12" W)
IE=163.11 (12" N)
CB#S, TYPE 1
W/ STANDARD GRATE
RIM = 165.90
IE=163.30 (12" E)
FOUND REBAR & CAP
J OYLER LS 5524
0.14'S 0.07'W
I
---\�
w
Q NEW ASPHALT PAVEMENT
h
(APPROX. 1,800 SF)
EX GRADE
AT CENTERLINE—\
A]
FLUWLINL
O
STANDARD
GIQATE
,
-
9.88
"
IE _
M
LO
Q0N
rn
M
CDto
0000
�O
r
Nto
to
10+20
EX. TOPOGRAPHY/SURVEY INFORMATION NOTE:
PROJECT ENGINEER DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE
DRAWINGS IS REPRESENTATIVE OF WHAT IS EXISTING AND/OR CONSTRUCTED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL
IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO WORK. UTILITIES
AND UTILITY EASEMENTS FOR THIS SITE HAVE NOT BEEN RESEARCHED OR CONFIRMED.
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 Q
1-800-424-555 AND THEN POTHOLING ALL OF THE 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 BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PROJECT ENGINEER TO RESOLVE
ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
LLEY PROFILE VIEW
HORIZONTAL: 1 "= 10' VERTICAL: 1 "=5'
J3NP EN GI N EERI N G
1735 POINTE WOODWORTH DR NE
TACOMA, WA 98422 1 REVISED PER CITY REVIEW COMMENTS
(206) 730-3348
N0. REVISION
SAWCUT, MEET & MATCH
EXISTING ASPHALT PAVEMENT
12+00
I
I
SAWCUT,
MEET &
MATCH EX. PAVEMENT
162.73
1
163.76
163.73
163.18���
IRI
i I \
1
162.73__--
\
o
175
•ems i
1
�
/
INSTALL ASPHALT TRANSITION W/
\
I
164.66 /
4'X5' LANDING AT END OF
\
/
170
SIDEWALK TO STREET, PROVIDE 3'
/ \
i
4'X5' LANDING
WIDE MIN. ADA PATH TO STREET
TO MAXIMUM EXTENT FEASIBLE.
/ 1 4.50
-1.0 .
155
11+40
/ 164:63 :.� .:.......
1
/ ;n
WM
I �
I 4'
5' WIDE CONC.
I �
-'� SIDEWALK
I �
STA. 10+25
ADA ASPHALT TRANSISTION BLOW-UP
LE: 1 "=5'
DAYLIGHT TO MATCH
EX GRADE (3:1 TYP.
OR 2:1 MAX.)
EXISTING GRA
V--�
12' ALLEY
F " CRUSHED SURFACING
1 11 u
, L TOP COURSE
-SS- SS
1
7
SS SS
SS —
173.08 173.68 1
173.30
♦\ 0%
SAWCUT, MEET &
/d1° /- MATCH EX PAVEMENT
173.32 N � �.00
G _ G
INSTALL ASPHALT TRANSITION W 4'X5' 173.40
LANDING AT END OF SIDEWALK TO TREET, °
PROVIDE 3' WIDE MIN. ADA P TH TO ' �°
STREET TO MAXIMUM EXTENT FIE SIBLE. ^� �77
�o
/ C°
5' WIDE CONC. /
SIDEWALK
173A 6 -1.0% 173.20
4'X5`: LAN ING °
b\
<
173.21 17
STA. 11+25
A�AASPHAL�TT RANSITION �BLOW-UP
ADDITIONAL STRUCTURAL FILL MAY r,it A. ?'
BE REQUIRED DEPENDING ON SOIL 4� pF W ASIjI
CONDITIONS
TYPICAL SECTION (ALLEY) °" z
A
SCALE: N.T.S.
SURVEYED:
DESIGNED:
J3NP
DRAWN:
J3NP
PT 4 17 19 PT CHECKED:
J3NP
BY DATE APPR --mm J3NP
SCALE:
1 "=10,
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 19W/1991
DATUM
�o 37819 p ��
�� f 01 S
S70NA L �Np
04/19/2019
CITY OF
RENTON
Plonning/Building/Public Works Dept.
SCALE: 1 "=5'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY , w
jchavez 04/23/2019 jfarah 04/26/2019
Q
C)
Q
SINGH & SAHOTA RESIDENCES DAM
2/11/19
112 9& 1133 N. 3 3 R D P L A C E FIELDBOOK:
PEE
CIVIL PERMIT _
DRAWING N0:
N 33RD PLACE STREET IMPROVEMENTS R2
ALLEY -PLAN &PROFILE SHEET: OF:
2 C
6