HomeMy WebLinkAboutW-358304EXISTING FLUORIDATION EXISTING PORTABLE
BUILDING SERVICE GENERATOR
TRANSFORMER PROPOSED
Uf NDERGROUND
I GAS LINE
r T --
P P
F 1T - 0'
I
I,
EXISTING CONCRETE SIDEWALK.
r RESTORE TO EXISTING OR BETTER
CONDITION AFTER INSTALLING CONDUIT
EXISTING WELL 9 CMU BUILDING.
SEE DWG NO. E07 FOR
ELECTRICAL IMPROVEMENTS
EXISTING FLUORIDATION CMU
f BUILDING. SEE DWG NO. E04 FOR
ELECTRICAL IMPROVEMENTSINTERSTATE405(1405) -- _ - - - -- - -_ _ _
EXISTING CONCRETE DRIVEWAY
EXISTING TREES
EXISTING OR BETTER CONDITION PROPOSED (DO NOT DISTURB) _
AFTER INSTALLING CONDUIT AND HANDHOLE (TYP) _ — _ — _ — — — pW 9 wE� LBL�G I
PROPANE LINE SEE NOTE5
._ —C4 P3 __ —_— ._ P —�— a\ P—
C2 0 P
P
P P
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I PROPOSED (2) 500 GALLON r-00 _
g; I LIQUID PROPANE TANKS FOR _
EMERGENCY GENERATOR PROPOSED PERIMETER FENCE TO
MOUNTED TO CONCRETE. SEE
DWG NO. E06 FOR DETAILS SURROUND PROPANE TANKS. SEE
I "kin- _ = DWG NO. E06 FOR DETAILS
L -�- - - - -''
PROPOSED BOLLARDS. SEE
DWG NO. E06 FOR DETAILS
NATIVE MATERIAL COMPACTED TO
95% PER ASTM D1557 OR AS
REQUIRED PER PLAN
0
M
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COVER OVER N
HIGHEST CONDUIT —�
IN TRENCH T
RED ELECTRICAL WARNING
TAPE CENTERED OVER
EACH CONDUIT IN TRENCH
(TYP)
O O
FINISH SURFACE PER PLAN
D. 0
xg BE
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SAND BEDDING MATERIAL PER
WSDOT SPECIFICATION 9.03 .13
MINIMUM DEPTH BELOW BOTTOM OF 3' ELECTRICAL CONDUIT NUMBER AND
DEEPEST CONDUIT INSTALLED IN SIZE VARY AS PER SITE PLAN. MAINTAIN
TRENCH 12" SPACING BETWEEN TELEMETRY
CONDUITS AND OTHER CONDUITS.
TYPICAL ELECTRICAL TRENCH DETAIL
NOT TO SCALE
NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL
BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION.
HMA CL. 112 ", COMPACTED PER
STANDARD SPECIFICATIONS.
DEPTH OF REPLACEMENT
PATCH TO BE 1" THICKER THAN
EXISTING, 3" MIN. DEPTH
SAW CUT ACP,
WHEEL CUT BST 1
EXISTING CCTF CMU BUILDING.
SEE DWG NO. E07 FOR
ELECTRICAL IMPROVEMENTS
SITE PLAN
1 "= 20' -0"
A
PATCH TO EXTEND 12'
BEYOND TRENCH
CONSTRUCTION LIMITS
EXISTING ASPHALT
DRIVEWAY. RESTORE TO
EXISTING OR BETTER
CONDITION PER DETAIL THIS
SHEET FUTURE DISINFECTION
PIPING
EXISTING PAVEMENT
SUBBASE
6" MIN. CRUSHED SURFACING -- —` =' �—`—`
TOP COURSE COMPACT TO 95% SEE TRENCH DETAIL FOR TRENCH CUT AND PATCH ALL
MAX. DRY DENSITY (MDD), BACKFILL REQUIREMENTS. PAVEMENT DAMAGED
MODIFIED PROCTOR. DURING CONSTRUCTION.
TRENCH RESTORATION - PERMANENT PATCH
NOT TO SCALE
EXISTING LEGEND
UTILITY SYMBOLS LINETYPES
XXX
N
WATER VALVE
CENTER ONES
M
HYDRANT
PROPERTY ONES
III
WATER METER
RIGHT -OF -WAY LINES
00
MANHOLES (SS /SD)
LOT LINES
❑
CB
DITCH UNE
o
POWER/UTILITY POLE
FLOW UNE
(i
WY ANCHOR
WATER UNE
Q
POWER TRANSFORMER
SANITARY SEWER UNE
FPTTl
POWER /TELEPHONE VAULT
STORM DRAIN UNE
O
POWER METER
DRAIN UNE
D
TELEPHONE/TV RISER -
CHEMICAL UNE
M
GAS VALVE - -
ABANDONED LINE
99
GAS METER
GAS UNE
0
MONITORING WELL
UNDERGROUND POWER LINES
[RV]@
WATER /CHEMICAL VAULT
UNDERGROUND TELEMETRY UNES
AN
BURIED VALVE W/ VALVE BOX
UNDERGROUND TELEPHONE ONES
®®
VALVE IN VAULT
UNDERGROUND CABLE N UNES
SURFACE SYMBOLS
OVERHEAD POWER LINES
�ri
STREET UGHIT - --
OVERHEAD UTIUTY LINES
Gli
LUMINAIRE
CHAIN UNK FENCE
a SIGN
XXX
= MAILBOX
D
0
CsCC ROCKERY
M
1�} CONIFEROUS TREE
s D
O DECIDUOUS TREE HATCHING
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BETTER CONDITION.
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3. RESTORE OPEN SPACE AND LAWN AREAS TO EXISTING
PAVEMENT
SURVEY SYMBOLS
CONCRETE
B FOUND CASED MONUMENT
BUILDING
® S5/B' IRON REBAR
W PC CAP
3K SET NAG NAIL/WASHER
UNLESS OTHFFRRWWISE STATED.
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5. PRIOR TO INSTALLING PROPOSED HANDHOLES, THE
W- 358304
CONSTRUCTION NOTES
XXX
1. SEE DWG NO. E02 FOR ELECTRICAL CONDUIT AND
D
0
CONDUCTOR SCHEDULE.
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2. CONTRACTOR SHALL SAW CUT ALL WALKWAY AND
s D
DRIVEWAY CROSSINGS AND RETURN TO EXISTING OR
L)
BETTER CONDITION.
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3. RESTORE OPEN SPACE AND LAWN AREAS TO EXISTING
� m
OR BETTER CONDITION AFTER COMPLETION OF WORK.
4. PROPOSED TANKS, PAD AND FENCE ARE LOCATED ON
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CONCRETE DRIVEWAY. CONTRACTOR SHALL COORDINATE
WITH RENTON CITY PARKS DEPARTMENT FOR FINAL
PLACEMENT.
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5. PRIOR TO INSTALLING PROPOSED HANDHOLES, THE
CONTRACTOR SHALL POTHOLE IN THE AREA TO LOCATE
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EXACT LOCATION OF UNDERGROUND UTILITIES. DO NOT
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INSTALL HANDHOLES ON TOP OF UNDERGROUND UTILITIES.
SIGNED 011041YS
SIGNED. 01104N
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RH2 ENGINEERING, INC.
http: / / +,.,h2.com
mailboxDH2. com 1.8CC 720.8052
BELLINGHAM aso.sos.OSes
454 West Horton Road
BOTHELL ° meml..
22722 29th Drive SE, Suite 210
EAST
WENATCHEE iii.j sseoo
300 Simon Street. Suite 5
RICHLAND sasaass,e,
114 Columbia Point Drl,e, Suite C
SILVERDALE a.Allas.7ss°
2021 NW IAhyre Rd. Suite 107
TACOMA 253272a°ss
621 Pacific Avenue Suite 104
SCALE: SHOWN
?22222999W P222291
1.
REVISED TO CONFORM 0 DRAWING IS NOT TO SCALE 2"
TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG
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RH2 ENGINEER a /i8 /rE EN�: CCA E03
ENGINEERING WE �
INC.
1ciiIi nMLM
11" REVISED PER CONSTUCTION RECORDS
N0. i REVISION
D +h: Jan 4, 2013 SHIIJ N0'
arNr REN T ffir
GAD I MLM 1 6/18/14 .ae NO -: 111 -016 JF8
BY REVIEW1 DATE Rcxua, CCTF— D— E— SITEPLAN.DWG
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