HomeMy WebLinkAboutR-397116A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
SEE SHEET PN-01 FOR CONTINUATION SEE SHEET FR-05 FOR CONTINUATION
8CONCRETE SIDEWALK
- \ O EX. POWER POLE TO RELOCATE EX. i PER COR STD. PLAN \\ \
BE REMOVED (TYP.) SPEED LIMIT SIGN �So 102 (TYP.)\\ \
TO PLANTER STRIP
Co I
EX. CB TO BE REMOVED �� �R PROPOSED STREET LIGHT (TYP.) \
CURB, GU ER, O �� �\ \
& REPLACED • � �� -
�IDE�4�AL K T oNSITICN 10.0 UTILITY \ \ CB #26 \
_ "" i FUTURE TRAFFIC ISLAND
J S 4� T5-0 T. 0-------------------------- ------ - -----------.-----h �6� - EASEMENT � `so r�s \ SEE SHEET FR-05 \
�- �2 \ \ AND INTERSECTION
IE=230.50 6"� � _ ___
11.5' R W 2�s �'�� ` EX. SIDEWALK \\ IMPROVEMENTS TO BE
CB #19e 1 PE 1 I� WBTR$r CURB INLET TYPE 1= 2aa - / �\ s2 °\ \\�- \\�\.� /� CITYCONSOFURENTOCTED BY THE
W/SOLID CKING DEDICATION a
P
_ 14.4' 14LF, 18"0 SD
0.497 Q S=^�7
EX. m r
STORM Z
= m
mN
D
+
0 0
- 232
EX. DRIVEWAY
255
25C
245
24C
235
0
CO N
O
If 23C
H
N
W
W =
K N 225
Jw
H N
Q
22C
215
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
RELOCATE EXISTING HYDRANT. UPGRADE TO
STORZ FITTINGS IF EXISTING HYDRANT IS
NOT ALREADY EQUIPPED WITH THEM
Ln rn r7 Ln 1� O �D 00 N �D r � � Ln
Ln 0') N r- 00 00 00 c0 Ln
n ' t _t _t " "t _t
N N N N N N N N N N N N N IN N N N
14.4' 0.49%
18" 0 SD
@ S=0.5O7
56.2' 2.14%
-56--EF-, 18"0 SD
---
® S z
- - - - - - -�- --
EX. STORM
EX. SEWER
EX. GROUND @
.i
/
ii
119.3'
0
.58%
- - _- 507
\I
12 "0 SD
S=0. 1%
13.1 ' 1 .30%
CB #19B, TYPE 1
CB 18, TYPE 1
W/SOLID LOCKING
LID
W/THRU CURB INLET
TG= 1-
234.64
TG=234.08
234.13
IE=''�6-18"0
230.45
(N)
IE=230.27 6"0
230.53
(N)
IE=-2moo- 18"0
230.29
(S)
IE-230.27 12"0
230.90
(W)
230.97
(12" W)
230.49
(12"DI S)
CB #19A, TYPE 2-48"
0
CB 19, TYPE 2-48"
0
W/SOLID LOCKING
LID
W/SOLID LOCKING
LID
TG-234.59-
234.54
TG=234.27
234.30
IE=230.49 18"0
231.22
(N)
IE=''�T 18"0
230.05
(E)
IE-23�18" 0
231.25
(E)
IE=2F 12" 0
230.32
(N)
IE=''�F 18"O
230.05
(W)
Z-3-ZOZO
CL_ INT'X
STA 7+72.57, S 132ND ST
= STA. 14+26,12, RENTON AVE S
ELEV: 246.67
129.3' 0.39%
150 LF, 18"0 SD
CB #20, TYPE 2-48"0
W/SOLID LOCKING LID
TG=''�8- 242.91
IE='ter 18"0 229.39 (SE)
IE=''ter 18"0 229.36 (W)
SEE SHEET FR-05
FOR CONTINUATION
5+00
6+00
7+00
CERTIFICATION FOR AS-BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 -01 6.
0 FIRST SUBMITTAL
ESM
08/30/17 SURVEYED:
SCALE:
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
ESM
ESM
11/15/17 DESIGNED:
01/03/18 Pam'
1 "=209
AS -BUILT
DRAWN:11y��1
WI.
ONE INCH
CHECKED:
AT FULL SCALE
NO. REVISION
BY
DATE AP P R APPROVED:
IF NOT ONE INCH
SCALE ACCORDINGLY
011111
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CL INT'X
STA 7+72.57, S 132ND ST
/ = STA. 14+26.12, RENTON AVE S
255
250
245
n
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. UNLESS OTHERWISE NOTED, ALL STORM
PIPE SHALL BE LINED )SMOOTH
INTERIOR) CORRUGATED POLYETHYLENE
PIPE (I.E. ADS N-12). OTHER
ALLOWABLE MATERIALS INCLUDE:
A. REINFORCED CONCRETE PIPE
B. DUCTILE IRON (WATER SUPPLY, CLASS
50 OR 52)
C. SOLID WALL POLYETHYLENE PIPE
(SWPE; ALSO KNOWN AS HDPE PIPE
OR HDPP)
2. CATCH BASIN LIDS:
A. CENTER OF GRATE = CENTER OF
STRUCTURE FOR TYPE 1 AND TYPE
1 L STRUCTURES ONLY.
B. SPECIFIED STATION AND OFFSET
REFERENCE CENTER OF STRUCTURE
FOR ALL DRAINAGE FACILITIES UNLESS
OTHERWISE NOTED ON PLANS.
C. ALL GRATES SHALL BE VANED
UNLESS OTHERWISE SHOWN.
3. ALL DRAINAGE CONNECTIONS TO THE NEW
PUBLIC STORM DRAIN FROM THE NEW
SINGLE FAMILY HOMES SHALL BE MADE
VIA SOLID PIPE CONNECTION. SEE COR
STD DETAIL 225.10 ON SHEET DT-01
4. FOOTING AND ROOF DRAINS SHALL BE
SCHEDULE 80 PVC PIPE WITH
CORRESPONDING FITTINGS.
UTILITY CROSSING TABLE
N=179890.74
240 E=1295458.59
O1 PROPOSED 12"0 SD BOTTOM=230.25
PROPOSED 8" 0 SS TOP=228.73
CLEARANCE=1 .52'
235
230
225
220
215
CITY OF
RENTON
lbaliv
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
FRONTAGE PLAN & PROFILE
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
FR-02
SHEET: OF:
16 55
U
H
H
Q
J
,!s.
R-397116