HomeMy WebLinkAboutR-432406lqt
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SSMH 2190
89
z \ RIM 105.07 RIM 105.24
co I r 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 `SS RIM CB
104.67
LEyljil,�, N.R.R, <ABANDO
4"D ♦ NED� ® °�
•
\4»D
r UNKNOWN CB 2156
P \4" D i \ LIDS �Q
° RIM 104.55
6"D 4",4",2",2"D
a
SD CB 1225 ° P
• RIM 105.11 ° ° Q a I
SD °r ° 6" D 12" CPP IE 102.15 S p a
°
Op 4„D TRAFFIC
�4"D `� y CONTROL CABINET
1 °
OHW1-43 • SD a
r 1 6»D Ir \ °
a
4",14"A r; OP SD ° 1 a \ 4 D p MAPLE VAL I \ 70, °
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. 2 oa
OHW1-41 S$ UTILITY VAULT0 6 D106 SD N7 °
• 5 ¢� 35 °
16"A SS o SD w 293 25, °
SS 0
OHWSDMH 1196 ,
1-40 / RIM 105.80 Op SD CB 1045
/ • SS 12" CPP IE 100.69 N RIM 105.60 rn a
i 24" CPP IE 100.35 S SD 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 100.30E "KING KING COUNTY W
• 24" CPP IE 100.25 W - SD � .' I I I
• TPN: 2323059021 '� a SURVEY MONUMENT 3961 1995"
♦ .,.Y TM W
;<
♦ GATE :.........., Op D 104 I
B A I
• SS EL:106.42
S l
X (/ / )
\�04\ a a
OHW1 38 XS 4 D \
/ • + X\; "..;` ::_:,: NEW LIFE 4 T I 3 W�
� SD
.......5s. CHURCH SIGN 0. SD, W
SSMH 1150 �� \� 4»D T I �-
RIM 107.88 x S X 1 4"D - I I W
• 12" PVC IE 93.98 E&W \x \ _ 06 P SD °
• CENTER CHANNEL \�` N14'18'25"E ----pp ®
7 rr 20.00' X�x SS X\ OP SD \
•
X o CB 2154
SS I♦ x\x N75 4SD
J'35» �__� I G I 06 RIM 106.10
6'CLFNC SS x 142 74, W OPT CROSSWALK PEDESTAL I (PIPE TO EAST)
�a G
• M 1P�
05.24 SS x�X R T' °
12" CMP IE 102.04 N \S\x p I P I a Gam-
-T
24" CPP IE 100.35E �X 0
24" CPP IE 100.32 W SDMH 2191 S X ` p ® °
LEGEND RIM 106.11 iC °
POWER JUNCTION BOX Q ROCKERY 12" DI IE 101.23 SE S oa
18" DI IE 101.42 E 3 ° 106'
\ �❑ STREET LIGHT RETAINING WALL 24" CPP IE 101.03 W
- - - - - \ a 0
- YARD LIGHT - - - D DITCH LINE TRAFFIC CONTROL CABINET
\ I TELECOMMUNICATIONS MANHOLE SS SANITARY SEWER LINE `PO ° \ OP - LAWN
SHEET 2 GUY ANCHOR SEWER LINE (PER CITY GIS)
TURNBACK LINE
UTILITY POLE W/ LIGHT, UNDERGROUND SD STORM DRAIN LINE f 0
E T_ I CONDUIT & TRANSFORMER - - - OP OVERHEAD POWER LINE
UTILITY POLE W/ TRANSFORMER & P POWER LINE \� ° / 110
J I 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 CL oa TOP CTRL STRUCTURE 102.75
ELECTRICAL BOX ° CONCRETE PAVING 12"COT COTTONWOOD RIM 104.54 U a 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 c) CB 1021
M WATER VALVE
-PST POST I o °Qa RIM 104.57IE
- - - - - - - ❑ TELECOMMUNICATIONS RISER ` ' ±:' GRAVEL SURFACE 12"F FIR " x 12" CPP 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
POND AREA WAS NOT
(N.T.S.) ACCESSIBLE AT TIME OF
6'POST FENCE CONT. N. MAPPING (LOCATION 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- d' 8"M
CB
X�x O y
- X X X X XCB (10309) X X X X ° a
RIM 109.59 X X X- -% X-/X PS���
RIM 109.81 �
0 20' 40'
GRAPHIC SCALE
12 CPP IE 104.08(SE.)
6"M
12" 0
" CPP IE 104.81(S.) 0 0 °
_
---------------------------------
--------------- .,
--------------------- -----
------------------------------------------------,�--------------------------------- = - - -----�-----------------I--1-��----------------- PORTION
1 2 SW 1 4,
OF N / ,
SEC 23, TWP 23N., RGE 5E., 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 CISTE� �'
TECHNICIAN: JM / TJO / ERM
#5
0AL L
DRAWING: 22097_C3D
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