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DHA 2596-77 �� 13'x„00 (CALC�� Nasns'z2'w Y'Ja6N PIPE IS %
REBAR/ CONTROL CAPna0:6'E OF PROP LINE
N 192409.364' \ ��
E 1302594.966' \\ \------- /
--225_—�
EL 220.73'
STEEL FENCE POST
�r zzz _----
2.0'E OF PROP LINE \��� \\----az4-�
WOOD FENCE POSTI-z21-_----
I�--�__
2.0'E OF PROP LINE I � — � _ _ —_�\ ---_ \Zza.
1� � v�
5' BWF IN DISREPAI 7.7253 /,n-------__ I \ "221,\ \\
218n\
\ \
29-----_� � \
CHECK DAM
al.0"4 (TYR)
FENCE IS 1.51E
OF PROP LINE
I
DHA 2596-76�
REBAR/ CONTROL CAP
N 192252.456'
E 1302633.016'
EL 211.80'
I
I
SILT FENCE
kO
PROVIDE SUMP AND
CEL #3q,10 v1PUMP AS NECESSARY
TO ROUTE SEDIMENT
LADEN TO PROPOSED
SEDIMENT TANK
IF W W)4 Wn
PROVIDE MIN 6000
GAL STORAGE TANK
AS NECESSARY FOR
SEDIMENT SETT\NG
INSTALL SD SYSTEM AS NECESSARY
TO PROVIDE OUTLET FOR SEDIMENT
CONTROL FACILITY (SEE C3.00 FOR
DESIGN INFORMATION)
FENCE IS
OF PROP
1212'CONr
CATCH BASIN FILTER
I(TYP)
SS---- SO— ---S
215
T 38
—
I I 1
I I \
--- ---------
PARCEL
PARCEL #334210-3245 \ \k Goa
�Zz3 I i I m I I
\ I
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o \ \ \ I II/ la 4
\d° \ PROPOSED I I I
V BUILDING LIMITS
VITO
I 12w e ( I REMOVE EX TREE
Jr " IA (TYR)
\ I I
A�TR,AP
DIMENTLI \\REMOVE EXSNP) ATIONS I `.CE IS 0 I
]-..PROP IN I
In,I ii z __ I
SAVE AND PROTECT EX \J \\
CB TO REMAIN2° \
W_ n, w---- w---- \ ,
3
ASPHALT
T^^ ^DRIVE WV/
ryp0
/ REMOVE EX
-- SST --FENCE (TYR)
N 307H 6
19"
jgp--- W CUAND
--_ EX EX CURB,
B, GUT
0 I -
�, \
ELYY
_SD-_- 12 c6k lati
E---�s _ —, _ d
I(SOLID LID) DRIVE
no
CHANNELED BOTTOM
SAVE AND PROTECT
EX SEWER LINE
S. END OF FENCE IS
0.4'E OF PROP LINE
PARCEL #334210-3237
224.04 LT
END OF FENCE IS
— N. END OF FENCE IS
0.6'E OF PROP LINE
UTILITY NOTES:
STABILIZED CONSTRUCTION
1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED
ENTRANCE PER STD PLAN TI
GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN
215.10
LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE
PROPOSED RESERVOIR
ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED
LIMITS (NOT PART OF
BUILDING FOOTPRINT, BIORETENTION AREAS, BELOW DRAINAGE
THIS CONTRACT)
STRUCTURES & FACILITIES, AND WHERE IN CONFLICT WITH
W 210.34
PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED.
E 210.39
2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS & CATCH
-FUTURE BOT 209.44
BASIN WITHIN 300 LF OF CONSTRUCTION.
RIGHT-OF-WAY RIM
PHASING NOTES:
SETBACK IF NE
AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK,
IF W
AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE
ASPHALT IF E
FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1.
PROPOSED RESERVOIR TOWER
214.92
AREA 2 (SHARED):
^
CONSTRUCTION FENCE
. . . .
cry
THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR:
PARCEL #334210-3240
RN
a PHASE 1 SITE DEMO AND TESC, INCLUDING G.
PROPOSED
b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGH GRADING OF
PROPERTY
THE ACCESS ROAD, AND PARKING AREA, STABILIZATION AND
SEPARATION LINE
HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND
INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF
THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG
PAVED EDGE AND ECOLOGY BLOCK WALL.
c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA.
d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N.
30TH ST.
e. INSTALL THE TEMP CONC SIDEWALK, CURB AND GUTTER
f. PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE
COMPLETED 'BY OTHERS'AS SHOWN ON THE PLANS.
FENCE IS 0.3•W
THE RESERVOIR CONTRACTOR (AS INDICATED 'BY OTHERS") SHALL BE
OF PROP LINE
RESPONSIBLE FOR:
a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING
UPSTREAM STRUCTURE
FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON
NOT LOCATED
/
WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING,
WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE
ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY
IMPROVEMENTS
b. TESTING OF PERVIOUS PAVEMENT AREA
AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE
THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE
— — — — — —
— —CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK
SHOWN IN AREA 3.
-MH (48"DIA)
RIM 215.28
IE NE 209.28
1
IE S 209.18
CHANNELED BOTTOM
SAVE AND PROTECT
EX SEWER LINE
S. END OF FENCE IS
0.4'E OF PROP LINE
PARCEL #334210-3237
REMOVE EX FENCE (TYR)
— N. END OF FENCE IS
0.27W OF PROP LINE
STABILIZED CONSTRUCTION
ENTRANCE PER STD PLAN TI
/
215.10
`— — —
BI
�� E
IM 212.39
SILT FENNE 210.49
AE
W 210.34
E 210.39
-FUTURE BOT 209.44
CB
RIGHT-OF-WAY RIM
218.02
SETBACK IF NE
216.42
IF W
215.97
ASPHALT IF E
215.97
__- DRIVE BOT
214.92
i
H
6"CONC /
CUT AND CAP EX WATER SERVICE LINE MV
AT MAIN PER CITY OF RENTON
\ \ TOP CASE 217.38
STANDARDS
�- w-}-- REMOVE METER BOX AND SALVAGE TOP, NUT 215.09
\
METER TO CITY M'�,i�
X313 \ € I — 'AGO "r MP
16+00
-- SD—
CONCII;ETE WALK .47 W,
\ PVT
e ASPHALT p \o W,
nRIVF CB \q0 w,-
20 0 10 20 40
Scale 1"=20'
LEGEND
— — —
PROPERTY LINE
EX CONTOUR (INDEX)
EX CONTOUR
/
EX BUILDING
`— — —
PROPOSED BUILDING OUTLINE
�� E
SAWCUT LINE
ASPHALT REMOVAL
CONCRETE REMOVAL
ENTRANCED CONSTRUCTION
CONSTRUCTION FENCING
SILT FENCE
EX CURB TO BE REMOVED
EX UTILITY TO BE REMOVED
CATCH BASIN FILTER
. . . .
LIMITS OF WORK
FOR TREE REMOVAL AND
PROTECTION, SEE
LANDSCAPE SHEET LO.01
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING®I I I SURFACE WATER UTILITY
(Fitz -James 02/15/2018 rstraka 02/15/2018
1932 201 Ave WSSIONATL
Call 3 Working Dayye °'"' CITY OF z zzz°77
Seae201Before You DIGI ONEDUP 1"=zo' FIRE STATION E / /mmm Seattle, WA 98101 PERMIT RESUBMITTAL 2/12/18 1404 N 30TH STREET
p. 206.725.1211 •a - PERMIT RESUBMITTAL 1/28/18 SMN1VTO1V RENTON, WA 98056
f. 206.973.5344 o D�p 2 BID ADDENDUM NO. 2 1 16 18a mxoE Planning/Building/Public Works Dept.C�,O�
engineering pllcx .Ipdenglneedng.mm 1-800-424-5555 N0, REVISION BY DATE APPR Pm ` " N° PHASE I9MDEMO ANDTESC
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