HomeMy WebLinkAboutR-427603�f7
N
N
LU
0
a
- OHP �\ OHP
/ 96
10264
x( 95.937
I XGS
RETAINING
WALL
II
105
100
95
ASPHALT
DRIVEWAY
POWER POLE
LUMINATION
TRANSFORMER
& POWER DROP
85'
3+50
3+60 3+70 3+80
3+90
4+00
4+10
EG @ CL 93.71
94.69 95.67 96.63
97.55
98.39
99.21
FG @ TOE
96.32
97.15
97.99
98.82
FG @ F FG @ FL
96.33
97.15
97.98
98.80
FG @ BC
96.83
97.65
98.48
99.30
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C I V I L
Engineering Entitlement Project Management
ethoscivil.com info@ethoscivil.com 253.414.1989
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N 35TH ST
HORIZONTAL SCALE: 1' = 1Y VERTICAL SCALE: 1" = 5'
FG @
4+20
100.03
99.65
99.63
100.13
111 /2024
1" WA
1::91[K�LLFy��i9�:7
SSMH
RIM=102.64
IE=90.94, 8" CONC. (E)
- - - -
EG @ CL
4+30
4+40
4+50
4+60
4+70
100.85
101.61
102.36
103.12
103.87
100.48
101.32
102.07
102.82
103.57
100.45
101.27
102.02
102.77
103.52
100.95
101.77
102.52
102.94
103.80
NO.
REVISION
NECTION
4+80 4+90
104.62 105.36
110
105
PAVING LEGEND
2" HOT MIX ASPHALT OVER 4" CRUSHED ROCK BASE
4" HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE
2" GRIND AND OVERLAY
CEMENT CONCRETE SIDEWALK
20SITE 3M#1
KEY
NOTES
SET M AG.
SITE
r NAIL EL=107.84
0
CEMENT CONCRETE DRIVEWAY PER STD. PLANS 104.2 AND 104.3.
O2
PROVIDE TEMPORARY HMA ACCESSIBLE ASPHALT WALK FOR ACCESS.
- 0 P OHP OHP 0
P Qa P OHP -
O
PROTECT EXISTING MAILBOX. IF REQUIRED, RELOCATE EXISTING MAIL BOX(ES). COORDINATE
LOCATION WITH RENTON POSTMASTER.
O
REFER TO LANDSCAPE PLANS FOR NEW TREES, SHRUBS AND/OR GROUNDCOVER, TYP.
Q . . O/
O5
EXISTING ASPHALT FLOW LINE.
w w w w w w w-
O6
TRANSITION NEW FLOW LINE TO EXISTING/PROPOSED FLOW LINE.
-. - -I
ACCESSIBLE RAMP LANDING AT TOP OF ASPHALT RAMP. GRADE RAMP AT MAX. 2.00% LONGITUDINAL
). I+'
7
O
AND MAX 2.00% CROSS SLOPE.
CDcri
PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND
-ss ss SS SS
O
110.2.-
O
RELOCATE MAILBOXES BEHIND CURB, OR TO 907 N 35TH FRONTAGE. COORDINATE LOCATION WITH
1
RENTON POST MASTER.
G
SEWER
AND STORM
G G G
. . . . ..
/
EXISTING 6" SEWER STUB TO BE REUSED. LOCATION IS APPROXIMATE BASED ON GIS. CCTV OF
EXISTING STUB IS REQUIRED FOR REUSE. PROVIDE VIDEO TO CITY OF RENTON PUBLIC WORKS
OINSPECTOR
FOR REVIEW AND APPROVAL. IF APPROVED, SEWER STUB MAY BE LINE FOR REUSE. IF
REJECTED, A NEW SEWER STUB WILL BE REQUIRED PER STD. PLAN 406.1 AND THE EXISTING SHALL
BE CUT AND CAPPED AT THE PROPERTY LINE.
- L - - _
O2
PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30 AT DOWNSTREAM CATCH BASIN.
I//
O
CURB WEEP/CURB DISCHARGE
4O
3" PVC ROOF DRAIN LINE SHALL BE IN A 4" DI SLEEVE UNDER SIDEWALK AND THROUGH CURB LINE.
OCLEANOUT
PER COR STD. PLAN 226.00.
i
WATER
i
10252
X 112.504
XGS
i
i
i
i
i
i
i
i
10458
X 114.980
XGS
I
6' WF
I
i
T.P.N.
334210-2560
1.5' R.O.W. DEDICATION
ROAD CL 25' EXISTING R.O.W.
100 26.5'
0.5'
13'
8' PLANTER 5'
2.0% 1.5
NEW 1-INCH WATER SERVICE AND METER PER STD PLAN 320.1 WITH METER LOCATED IN PLANTER
STRIP (TO BE INSTALLED BY CITY FORCES - WATER METER PERMITS REQUIRED).
[2] EXISTING 3/4" WATER SERVICE AND METER TO BE REMOVED AT DEVELOPER'S EXPENSE.
[3] INSTALL NEW FIRE HYDRANT PER STD PLAN 310.1 AND CONCRETE SHEAR PAD PER STD PLAN 310.2.
[4] INSTALL PRESSURE REDUCING VALVE DOWNSTREAM OF METER VAULT PER COR STD PLAN 340.4.
DRY UTILITY
O1 COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW
SERVICES. VERIFY EXISTING SIZES ARE ADEQUATE PRIOR TO UTILITY CONSTRUCTION.
O2 COORDINATE WITH TELEPHONE/CABLE COMPANY TO PROVIDE UNDERGROUND SERVICE.
O PROTECT UTILITY LINES AND APPURTENANCES.
95
CEMENT CONCRETE
EXISTING ASPHALT SIDEWALK PER STD PLAN 102
PAVEMENT CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER STD. PLANS 101 AND 101.1
PAVEMENT RESTORATION PER STD PLAN
90 103. ALL PAVEMENT RESTORATION PER
CITY OF RENTON STANDARDS, TYP.
SECTION AA -AA
85
5+00
106.10
SURVEYED:
ENCOMPASS
DESIGNED:
AE
DRAWN:
AE/NB
CHECKED:
AE
BY
DATE
APPR
APPROVED:
AE
SCALE.
SCALE: 1' = 5"
1 11 10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DAT U V
0
0 0
Know what's below.
Call before you dig.
CITY OF
RENTON
s
Planning/Building/Public Works Dept.
1'
iOT MIX ASPHALT (HMA)
NEDGE CURB
HMA PAVING, CRUSHED
ROCK SECTION AND
SUBGRADE PREPARATION
PER PLANS AND
NOTES: SPECIFICATIONS
1. DEPTHS ARE COMPACTED THICKNESS.
HMA WEDGE CURB
\ ' / NTS
�J R-427603
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AGUILAR RENTON SFR
OFFSITE IMPROVEMENTS
N 35TH ST PLAN AND PROFILE
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DATE: LL
03/11/2024
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