HomeMy WebLinkAboutR-398733I
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1��Z 00 (CAL � N89 05 22 W 1 "IRCIN PIPE IS X
771
DHA 2596-77 ' 3-10" DEG � � '\ - -2260'�E OF PROP LINE
REBAR CONTROL CAP 02-
12"TEc - - -
I� �� �� END OF FENCE IS
N 192409.364' I \ 3 4 'D-EC -- \ - _ _ GRASS 0 0.6'E OF PROP LINE
E 1302594,966' 8" DEC\�-----_- 5--��T
EL 220.73 \DEC - - - -22 X
STEEL FENCE POST r -22
2.0'E OF PROP LINE s -5E - - - -2 _ PROPOSED RESERVOIR LIMITS (NOT
2'�pEc
\ PART OF THIS CONTRACT)
2-12" DEC-,
IN
213.50 TC
213.00 TPI /
DHA 2596-76- .
REBAR/ CONTROL CAP
N 192252,456'
E 1302633.016' \
EL 211.8�'
212.81 TC
212.31 TP
CEO #334210-3248
C B 209.57 1
209.07 1
RIM 206.40
XIEBOT
W 204.20
S 204.20
E 204.15
204.00 \ 209.20 TC
208.70 TP
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0 MATCH EX
7 1� CON'C,E
850 - - -' E
/
'%\k\, 1207.93 TC� "
- - S S - - 207.43 FL
�--SS----SS--��-S�,- / 8/
OTE: 1.5% MAX CROSS -�
_ \ SLOPE PER COR STD 102
`\ N.. 30TH S�
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Y3670
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- \ICONCRETE TALK 850*. a
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1932 First Ave
Suite 201
Imm Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
engineering p l l c www.Ipdengineering.com
Call 3 Working Days
Before You DIGl
o.Q �
1-800-424-5555
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PROPOSED
PROPERTY PARCEL #334210-3240
SEPARATION LINE
�\ \\ WORK SEPARATION
N LINE
A�� 1
r\211.99
FENCE IS 0.3'W
OF PROP LINE
UPSTREAM STRUCTURE
NOT LOCATED
---MH (48"DIA)
RIM 215.28
IE NE 209.28
IE S 209.18
CHANNELED BOTTOM
S. END OF FENCE IS
0.4'E OF PROP LINE
PARCEL #334210-3237
V211.96
211.92
BI
212.11 RIM 212.39 I
IE NE 210.49
IE W 210.34
V1212.09 I E E 210.39
FUTURE BOT 209.44 CB
RIGHT-OF-WAY RIM 218.02
II SETBACK IE NE 216.42
212.64 �,� IE W 215.97 v
41
ASPHALT IE E 215.97
\ 213.os DRIVE BOT 214.92 ��co
z 1225 DIRT
-�
Ex 212.s1�� �GONCRE\TE WALK x219°12
112.9
T 1219
x212.4s ° /-- /2"GONG/ // i / 85P2 ONC916�--SD
MATCH EX
o
'V ry �0
/ C0 N --- �ONC / ss/896.81500\LC)� / 1
V 78.83 CALC) I
TX CASE 217.38
-�- W-N-- W-T-- \�--- \ T0, NUT 215.09
\
oo ,<i it
- - -551 +02.39
224.04 LT
0 10 20
Scale 121=20'
548+08.08
212.34 LT
16+00
�2 CMP"B\
CMP
SDCONC7VT
ASPHALT \\F)Rl\/R ,o W�
40
C0P#1 2/23/2018
LEGEND
- - PROPERTY LINE
--2JO--
EX CONTOUR (INDEX)
EX CONTOUR
230_ _ PROPOSED CONTOUR (INDEX)
231_ _ PROPOSED CONTOUR
XXX
SPOT ELEVATION
FF 78.0 FINISHED FLOOR ELEVATION
///////////„z' PROPOSED BUILDING
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
ASPHALT (AC) PAVEMENT
PERVIOUS PAVEMENT
;. GRAVEL PATH
SITE WALL
VERTICAL CURB
CURB AND GUTTER
DRAINAGE SWALE
GRAVEL DISPERSION TRENCH
1� 1� 1 BIORETENTION POND
ID QUARRY SPALL DISCHARGE PAD
O AREA/YARD DRAIN
TRENCH/CHANNEL DRAIN
505 CATCH BASIN TYPE 1
OCATCH BASIN TYPE 2
STORM DRAINAGE PIPE
FOOTING/SUBSURFACE DRAIN
DETENTION SYSTEM
SDC00 STORM DRAIN CLEANOUT
FDCO 0 FOOTING DRAIN CLEANOUT
DS• DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
BOLLARD
FIRE HYDRANT
WATER FITTINGS
WATER SERVICE LINES
WATER METER
WATER SERVICE LINES
FIRE SERVICE LINE
o° FIRE SERVICE VAULT
FIRE SERVICE CONNECTION
R-398733
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: SCALE: DATE:
HORIZONTAL: ONNTA�L'.:NAD 198/11991 FIRE STATION 15 4/30/2019
DESIGNED: 1 -20 CITY OF
Lip -R 1404 N 30TH STREET FIELDBOOK:
DRAWN: RENTONSMN WA 98056 PAGE:
• RENTON
ONE INCH DATUM � DRAWING N0:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 02,00
N0. REVISION BY DATE APPR APPROVED: SCALE
NOT ONE INCH
ALE ACCORDINGLY V SHEET: G OF:1 Q
CJ
GRADING
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