HomeMy WebLinkAboutR-411005LEGEND
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ASPHALT SURFACE
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BOLLARD
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BUILDING
CENTERLINE ROW
CO
CLEANOUT
CULVERT PIPE
77
CONCRETE SURFACE
DITCH (FLOWLINE)
--X X
FENCE LINE (CHAIN LINK)
FENCE LINE (WOOD)
FIRE HYDRANT
>-
GUY ANCHOR
CATCH BASIN (TYPE 1)
LUM
LUMINAIRE
MAILBOX (RESIDENTIAL)
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MONUMENT IN CASE (FOUND)
PST ❑
POST
PH ❑
POWER HAND HOLE
P ❑
POWER METER
P
POWER (OVERHEAD)
PP O
POWER POLE
0----0
POWER POLE W/ LIGHT
O
REBAR AS NOTED (FOUND)
REBAR & CAP (SET)
ROCKERY
SS
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SEWER LINE
SEWER MANHOLE
4 j
SIGN (AS NOTED)
STORM MANHOLE
SD
STORM DRAIN LINE
TS HHE:J
TRAFFIC SIGNAL HAND HOLE
SIZE TYPE(D
TREE (AS NOTED)
WM ❑
WATER METER
WV m
WATER VALVE
W
WATER LINE
G
GAS LINE
PP #3169663
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T 535 81. P P IP
Ce7
UUUtsLL SUL
170.42' CALC'D
� (170.4.
170.4W SSy�
SSMH 3FW SO�
(
MRI=468.42' UNABLE TO OPE-
STRUCTURE
FOUND REBAR/CAP
LS #10356
0.06'W OF PROP COR
'R1
S9
=RS,
cP
NOTE: CONTOURS SOUTH OF PROPERTY LINE
ARE APPROXIMATE BASED ON LIMITED DATA
AND DO NOT REFLECT STRUCTURES OR
OTHER FEATURES SOUTH OF LINE.
8" CP IE=465.75
12" CMP IE=464.95'�?
Xx6 \
N0. 1 FIELD CHECKS
N0. 2 TITLE REPORT
N0. 3 ADD GAS LINE
N0. 4 ADD TOPO ENTRANCE
N0. 5 TITLE BLOCK UPDATE
NO. I REVISION
TGC
05/14/18
TGC
06/08/ 18
TGC
02/05/20
J P H
03/20/20
J P H
04/20/20
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SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
AP P R I APPROVED:
SSP✓
RIM=465.80'
CENTER OF 8" CONC
CHANNEL(N,S&W)=458.18'
12" CPP IE=464.57--,
TGC
EJG/JGM
SCALE:
1 " 20'
ONE INCH
AT FULL SCALE
U
I
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
SDMH
RIM=465.53'
IE(N)
12"CONC=462.73'
IE(E)
12"CONC=462.43'
IE(W)
12"CONC=463.23'
IE(S)
12"CONC=463.13'
CB (TYPE 1)
RIM=457.57'
IE(N) 4"PVC=454.52'
IE(NE) 4"PVC=454.57'
IE(W'LY) 8"CPEP=454.32
EL=459.7'
ROOF EL=482.1'*
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• 0TY OF
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vftli7
RENTON
Planning/Building/Public Works Dept.
ITEM NO. 7 — ELECTRIC TRANSMISSION LINES EASEMENT,
REC. NO. 9406092430
Z�'7M ITEM NO. 9 — WATER EASEMENT AGREEMENT
REC. NO. 9508031611
l.6 � I Tr-L I f
RIM=464.88'
IE(E) 12"CPEP=456.58'
P P F
G G
*46'57" F" 7aa Or,'
CB (TYPE
CB
(TYPE 1)
RIM= 01'
RIM=457.59'
I 12"CPEP=454.06'
IE(N)
12"CPEP=454.44'
IE(SE) 12"CPEP=453.91'
IE(S)
12"CPEP=454.39'
IE(W) 12"CPEP=454.16'
IE(NW)
12"CPEP=454.84'
dSD =
's s
SID SID
SID
SD
10
ROOF EL=482.1'*
CB (TYPE 1)
_RIM=458.97'
IE(N) 12"CONC=453.87
IE(S) 12"CONC=454.27'
SD
CB (TYPE 1)
RIM=458.36'
IE(E) 8"CPEP=455.26'
IE(W) 8"CPEP=455.46'
GG G C
\I W W —— W —
SSMH
RIM-466.66'
CENTER OF 8" CONC
CH AN N EL(S&N W)= 459.76
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R-411005
IN COMPLIANCE WITH CITY OF RENTON STANDARDS z
LIVI
EVELOPMENT ENGINEERING
Sippo 07/08/2020
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DATE:
FAMILY —FIRST —COMMUNITY —CENTER 4/22/2020
CIVIL_ CONSTRUCTION —PERMIT FIELDBOOK: I
PAGE:
NW 1 /4 OF NW 1 /4 SEC 28, TWP. 23N., RGE 05E., W.M. DRAWING NO:
16022116TH AVE SE, RENTON, WA 98058 180345
PARCEL NO.2823059034 SHEET: 5 OF: 40 H
L.L.