HomeMy WebLinkAboutWWP2703626.3TEMPORARY CONSTRUCTION EASEMENT
N: 172009.62 TEMPORARY
E: 1296367.33 CONSTRUCTION
FENCE
16" ST 16" 5 �_ o: S
EXISTING STORM DRAIN,
DO NOT DISTURB
4' BURY EXISTING BANK
OF FOUR 4" CONDUITS
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CONCRETE ISLAND,
DO NOT DISTURB
>> _ EXISTING TREE (TYP.)
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EXISTING CB
RIM=19.78
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IE W 16"CONC=15.38 N0. C04 FOR DETAIL
PROVIDE STORM FILTER FOR
_ ' s CATC4+$A51N SEE DETAIL ON ,^
DWG NO. C04 EXISTING DRY WELL,
SECONDARY PRIMARY BORING TO BE ABANDONED
BORING —.� LOCATION 7, j
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--q EXISTING CURB TO TO BE ABANDONED 26'4-
BE REMOVED
2-6'X6'
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36'-10"
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EXISTING POWER
N: 171909.62 AND GAS LINES,
E: 1296367.11 DO NOT DISTURB --
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
RH2 E16I EERING INC. DATE
EXISTING TREE TO BE
EXISTING FIRE HYDRANT,
DO NOT DISTURB
INN
EXISTING DRY WELL,
TO BE ABANDONEC
PROPOSED LOCATION
OF WET WELL
PROPOSED LOCATION
OF VALVE VAULT
r 1- 1 - NOT REMOVED
N:172009 06
E:129654 .33
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RIM=22.20 _ SAW CUT EXISTING
IE OUT=9.30', W PAVEMENT
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EXISTING ABOVE EXISTING FORCEMAIN
GRADE BOX `- TO REMAIN IN SERVICE
DURING CONSTRUCTION
EXISTING BANK OF (2) 4" AND (1 ) 6"
CONDUITS 8' BiELOW PATH
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EXISTING WATER SERVICE AND
HOT BOX, REMOVED
INVERT ELEVATION
AT EXISTING WET
WELL = 7.07' PETROLEUM
EXISTING FIRE HYDRANT, PIPELINE
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SAW CUT EXISTING ' EXISTING SSMH
EXISTING TREE TO BE PAVEMENT TRIM=21.74 ; Q\ c:
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REMOVED AND REPLACED
EXISTING MANHOLE DISCOVERED J `�
UNDER LANDSCAPING
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SW 19TH ST
EXISTING SDMH`,,
RIM=20,66
IE W 48"CONC=8.66t '\
IE E 48"CONC=8.66t
2'±F00 T OF SILT AT BOTTOM
UNABI-
PROVIDE STORM FILTER FOR
CATCH BASIN, SEE DETAIL ON
DWG NO. C04
EXISTING SITE AND TESC PLAN
-- — 1 " = 10'
EXISTING WET WELL,
TO BE ABANDONED
EXISTING CURB TO BE
REMOVED AND REPLACED
EXISTING MANHOLE
EXISTING CONTROL BOX
TO BE REMOVED AFTER
CTR CHAN�-7.74 S/E EXISTINGI WMHNO VIiBLE FLOW -- N:17191 d.767
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CTR CHAN�7.48 N/W � - EXISTING WMH,.
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SIGNED: 01 /17 /13
SIGNED: 01 /17 /13
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CTR CHAN=7.61 NW WITH FLOW N:171873.925 RH2ENGINEERING, !VI
RESTRICTION SCREEN E:1296623.260 n,ttp: /,/www.rh2 com
INVERT OF SANITARY SEWER MANHOLE PIPE WAS NOT mailboxwbz-
INCLUDED IN THE SURVEY DRAWING. THE ELEVATION BELLINGHAM
WAS OBTAINED FROM MEASUREMENT IN THE FIELD. -54 West Horton Rood
CONTRACTOR SHALL SURVEY THE INVERT OF THE EXISTING FORCE MAIN
MANHOLES PRIOR TO STARTING THE CONSTRUCTION % DISCHARGE MANHOLE BOTHELL , 5uite ,
AND VERIFY THE INVERT ELEVATION. IF THERE IS 2722 29th give SE, 'quite 2tC
SIGNIFICANT DISCREPANCY, THE CONTRACTOR Spa:^, EAST
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IMMEDIATELY _ -A ,nn S ctr pt +o
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REVISED PER CONSTRUCTION RECORDS
NO. REVISION
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RICHLAND 509.946Z1
'14 Columbia Pr•J-' _ su `=
SILVERDALE
2021 NW Yhyre
TACOMA 253
521 Pocific Avenue '5uite
SCALE: SHOWN
0 it, 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 1 DWG NO
ENGINEER: DEB Col
REVIEWED MM
DATE: Nov 11, 2014 SHEET No.
CLIENT: REN 03
GAD I MLM 07/16/14 Joe NO 112-023 20
BY I REVIEW I DATE FILENAME: LIND-D-CIVOI.DWG
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