HomeMy WebLinkAboutS-432403I I v
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I �
I I
I W
I �
a�
I �
SSMH 2190
89 z \ RIM 105.07co 1 RIM 105.24
r v) SSA CB 2159 c�0
\ RIM 104.86 CB 2158
• SSMH 2188
r \ RIM 105.20 SD SD RIM 104.78
ND • \ CB 2160
r
°
r � RIM 105.07
�r MAPLE VAL \ 8 2157
SIDEWALK CLOSED USE OTHER SIDE --,,,.a 1 `SS RIM CB
104.67
LEyljil,�, N.R.R, <ABAND
4"D ♦ ONED� ® °/
•
\4»D
r UNKNOWN a a .I. CB 2156
P \4" D i \ LIDS �Q
° RIM 104.55
6" D 4", 4", 2", 2"D
a
Sp CB 1225 ° P
• RIM 105.11 °
Sp °r ° 6" D 12" CPP IE 102.15 S d° ° I p a
°
OP Sp 1 °l 4„D + TRAFFIC
�4"D `� y CONTROL
1 ° CABINET
\�� OHW1-43 • Sp
r 1 6»D Ir \ °
a
4"114"A r; OP SO ° 1 a \ 4 D p MAPLE VAL I \ '°6 4 °
a SD ° 1 N LEy H CB 2155
4"D .�' CB 216, I RIM 105.87 °
SS OHW1-42; 0 8»D \OP ° a ° 1 \6„D RIM 105. oa I \
OHW1-41 S$ UTILITY VAULT 6 D106 SD N7 „ 1. ° °
• 5 ¢J 35 °
16"A SS0 0o SD w 293 25, °
SS SDMH 1196 ,
OHW1-40 / RIM 105.80 SOP SD �� CB 1045
/ • SS 12" CPP IE 100.69 N RIM 105.60 a
i 24" CPP IE 100.35 S Sp a 12" CMP IE 103.40 S FOUND PUNCH IN 3" BRASS I N Q 3
OHW1-39 ♦ <: DISK IN CONCRETE MONUMENT I Nvl
♦ 24" CPP IE 100.30 E
STAMPED KING COUNTY W
• 24" CPP IE 100.25 W Sp I
• TPN: 2323059021 '� a SURVEY MONUMENT 3961 1995"
♦ :.,.Y TM W
♦ GATE OP EL:106.42
D 104 I
B A I
• SS 1
S l
\�04\ a a
OHW1 38 XS )C(4 D \
/ • + X\; "..;` ::_:,: NEW LIFE 4 zk W
� SO `� ° I
CHURCH SIGN 0. S0, ° I I W
SSMH 1150� \� 4»D T I �-
RIM 107.88 x S X 1 4"D W
• 12" PVC IE 93.98 E&W 06 P SD
• CENTER CHANNEL \�` N14*18'25"E
7 rr 20.00' X�x SS OP SD
•
X Sp o G CB 2154
I♦ SSx\x N75 4J'35» �� I 106 RIM 106.10
6'CLFNC SS x 142 �4, W OPT CROSSWALK PEDESTAL I (PIPE TO EAST)
/a G
• M 105.24 SS x�X
P� T-
R °
12" CMP IE 102.04 N \S\x P I a a -T Gam-.
24" CPP IE 100.35E �X 0
24" CPP IE 100.32 W SDMH 2191 P ® °
LEGEND RIM 106.11 iC 98. °
z POWER JUNCTION BOX C�C= ROCKERY 12" DI IE 101.23 SE ° S oa C) OP ° 4
1.42E 3 106'
� \ - - - - - ❑ STREET LIGHT 18" DI IE 10
RETAINING WALL 24" CPP IE 101.4 W \ I a 0 0
YARD LIGHT - - - D DITCH LINE f / �r TRAFFIC CONTROL CABINET
\ I TELECOMMUNICATIONS MANHOLE SS SANITARY SEWER LINE I `PO ° SOP, LqWN
SHEET 2 GUY ANCHOR SEWER LINE (PER CITY GIS)
TURNBACK LINE
UTILITY POLE W/ LIGHT, UNDERGROUND SD STORM DRAIN LINE f 0
T-3 I CONDUIT & TRANSFORMER - - - OP OVERHEAD POWER LINE
UTILITY POLE W/ TRANSFORMER & P POWER LINE \� ° I / 110
UNDERGROUND CONDUIT T TELECOMMUNICATIONS LINE NO OUTLET
TRAFFIC SIGNAL POLE FO FIBER OPTICS LINE u /
a /
-0- UTILITY POLE C CABLE LINE SSf / /
TRAFFIC SIGNAL BOX W WATER LINE N01 *43'08"E RIM 105.34 6"M
.38' CTR CHANNEL IE 94.79 0 \/
I I � SANITARY SEWER MANHOLE G GAS LINE 36'(
El CATCH BASIN X X X CHAIN LINK FENCE LINE (CLFNC) 8" PVC (IN S.) SDMH 1020
SHEET 4 I Q❑ STORM DRAIN MANHOLE ❑ WOOD FENCE LINE (BFNC) 12" PVC (IN E. OUT W.) ° p RIM 105.49
0 SGAS IGN VALVE - - - WETLAND
10"M � 12" CPP IE 101.94 W
ri a 12"A ALDER CR 102L oa TOP CTRL STRUCTURE 102.75
ELECTRICAL BOX ° CONCRETE PAVING 12"COT COTTONWOOD RIM 104.54 U a I BTM STRUCTURE 99.18
< CULVERT ° 0 12"D DECIDUOUS
12" CPP IE 101.50 S
FIRE HYDRANT 12"M MAPLE 12" DI IE 101.50 NW °
SHEET 5 I CELL TOWER M ICV IRRIGATION CONTROL VALVE ASPHALT PAVING 12"CY CHERRY x a CD CB 1021
M WATER VALVE
-PST POST I o °Qa RIM
- - - - - - - ❑ TELECOMMUNICATIONS RISER ` ' ±:' GRAVEL SURFACE 12"F FIR " x 12" CPPPP IE E 102.31 E
PIPE W CAPPED
WETLAND FLAG N75 41 35 W 9.82 Q °a
LEFT/RIGHT TURN ARROW 6'CLFNC 10"M O
CALCULATED SECTION CORNER
I
RIGHT/THROUGH ARROW °
8 oa
SHEETINDEX THROUGH ARROW CALCULATED QUARTER CORNER 24" CPP OUTFALL INTO x Q Q I
POND AREA WAS NOT I
(N.T.S.) ACCESSIBLE AT TIME OF
6'POST FENCE CONT. N. MAPPING (LOCATION I I
'SPEED BUMPS' 5 MPH DEPICTED IS APPROXIMATE) a
x � � RIM 105.61
� 13.5' DBL
SWING GATE
X�X�X12" CPP IE 101.71(IN S.)
12" CPP IE 101.71(OUT N.)
PS �
/ X�X�X- X- 8"M
X�x Od' y
CB (13941) CB (10309) - X X X X X X X X X ° a
RIM 109.59 RIM 109.81 X X X- - % X-�X PST.
��' ° a
12" CPP IE 104.08(SE.) _ 6„M 12" CPP IE 104.81(S.) 0 0
�- - �
0 20' 40'
GRAPHIC SCALE
--------------------------------- ----------- -----f T.................
................. ---------------------------------ffl.---------------------------------------------------------- ---------------------1--1-4...................... PORTION
OF N / 1 2 SW 1 /4,
SEC 23, TWP 23N., RGE SE., W.M.
SEE SHEET 4
CITY OF
RENTON, KING COUNTY, WASHINGTON
REV#
DESCRIPTION OF REVISION DATE BY
LEE
PROJECT: NEW LIFE CHURCH
#1
ADD PED BUTTON AND UNDERGROUND POWER AT INTX
0 1fAS8
C TM
CAL CARPENTER
#2
ADDED TRAFFIC LOOPS, ADDED CITY OF RENTON BENCHMARK 12/04/24 ZN
N c�Q`
o�
15241 NE 90th Street,
Suite 100
JOB NUMBER: 22-097
Redmond,d WA 98052
DATE: 12/10/24
#3
ADD UTILITY LIDS BY SIZE, TRAFFIC POLES, AND SIDEWALK JOINTS 12/10/24 JM
Office: 425-823-5700
SCALE: 1" = 20'
# 4
'�0 094
email: info@sam.biz
SURVEYOR: ZLN
SS,j 01STE�
�'
TECHNICIAN: JM / TJO / ERM
#5
0AL L
DRAWING: 22097_C3D
PAGE: 3 OF 5