HomeMy WebLinkAboutWTR2703239.412" OPENING ELIMINATED AND j
NEW EXTRUDED CURB
CONNECTED WITH EXISTING
PROVIDE 12" OPENING IN CURB, THIS LOCATION, FOR
CURB PER RFI-063 AND DRAINAGE OF PAVEMENT TO PROPOSED INFILTRATION TRENCH
RFI-064. INFILTRATION i i
TRENCH ELIMINATED PER APPROX. 20 LF OF INFILTRATION TRENCH y `!
R17I-063. x/ J
PROVIDE APPROX. 45 LF OF
,Q- EXTRUDED CURB f
Ty� f
EXISTING MT. OLIVET BOOSTER/
------®--PUMP 10"cY
may' 1c
BRONSON WAY NE /co
:
- - - - - 1-----------
141 142 - - - i 4� -14.4 ® 1A5 _
14"F 1
146 147 3
,�F y
.,
145 1� 12 2-12" `
150 26"F -,10149 12"M 5 12"F 14"M(2, 12"M
151 10"F 10'f C 10"F
20"C 5212"C 12"Ca .-
6-
a 11 I P n
10
IF F 18 V 12"F 14"
"F
14"C
10"F 1/+
20"C 16"F 14"F 10
3
15 EXISTING FEW1 TO 4 --
2"F 10"F JW REMOVED.
PROPOSED CLEARING 5
LIMITS, 5 FEET EACH SIDE 20"F `,` `' �"' EXISTING CITY OWNED 6
OF PROPOSED FENCE. / `� zA00 kVA PAD -MOUNT
10"F SERVICE TRANSFORMER. TOP OF PAVE: 152.39' --
/TLOCATION OF RELOCATED 3-PORT FIRE HYDRANT. CONTRACTOR SHALL
J PROVIDE ALL MATERIALS REQUIRED TO REINSTALL THE FIRE HYDRANT
�y5 , PER CITY OF RENTON STANDARD DETAIL DRAWING B102 INCLUDING A
STORZ ADAPTER. SEE APPENDIX D FOR STANDARD DETAIL.
22 MA APPROX. 90 LF OF INFILTRATION TRENCH
PROPOSED CHAIN TANK FENCE 1
WITH. 3 STRANDS OF BARBED' , 1 EXISTING VALVE VAULT -
WIRE. SEE DETAIL ON DWG NO.
C09. CLEAR BRUSH 5 FEET EACH EXISTING r7-`'
SIDE OF FENCE.
�22"F
J �
PROPOSED FENCE COORDINATES
POINT
BEARING & DISTANCE
NORTHING
EASTING
DESCRIPTION I
3
180213.22
1304455.05
FENCE CORNER
4
S 88'58'27" W 42.53'
1FENCE
LINE
5
180212,46
1304412.53
FENCE CORNER
6
S 16.18'
FENCE LINE
7
180196.28
1304412.53
FENCE CORNER
8
W 8.79'
1
FENCE LINE
9
180196.28
1304403.74
FENCE MPNER
10
N 60°10'58" W 14.68'
FENCE LINE
11
180203.58
1304391.00
FENCE CORNER
1
S 43'42'7" W 82.91'
FENCE LINE
1
180143.65
1304333.72
FENCE CORNER -
14
S 12'22'38" E 68.53'
FENCE LINE
1
180076.71
1304348.41
FENCE CORNER
16
N 48-48'13" W 115.11'
FENCE LINE
1
180023.26
1304409.44
FENCE CORNER
1
S 677'25" € 92,64'
FENCE LINE
19
179987.11
1304494.73
FENCE CORNER
S 8*13'34" W 50.23'
FENCE LINE
180036.82
1304501.92
FENCE CORNER
S 4-38'17" E 40.58'
FENCE LINE
180077.26
1304498.64
FENCE CORNER
N 51'20'32" E 97.20'
FENCE LINE
180137.98
1304574.54
FENCE CORNER
N 42'29'44" E 14.57'
1
1
FENCE LINE
180148.95
1304584.50
FENCE CORNER
S 63'51'8" E 18.50'
FENCE LINE
S 40'40'4" E 31.02'
FENCE LINE
3
180184.53
1304539.98
FENCE CORNER
S 89'58'18" E 17.26'
FENCE LINE
180184.54
1304522.72
FENCE CORNER
N 50'6'31" W 27.16
FENCE LINE
180201.99
11304501.92
FENCE CORNER
180190.38
1304478.43
FENCE CORNER
S 45'40'4" E 32.69'
FENCE LINE
S 4613'50" E 2.72'
FENCE LINE
RESERVOIR
TBM "J"=152.78'
(REBAR W/CAP)
..,/
EXISTING 3-PORT FIRE HYDRANT, CONTRACTOR
SHALL INSTALL A STORZ ADAPTER AS PER
RENTON STANDARD DRAWING B102. SEE
APPENDIX FOR STANDARD DRAWING.
IBM "H"=152.56'
(LEAD/TACK)
CONTRACTOR SHALL COMPLETELY
,- REPLACE EXISTING FLOOR DRAIN
O AND PIPING TO EXISTING MANHOLE.
PROPOSED 6' WIDE GATE PER
DETAIL. SEE DWG NO. C09.
r4
- N 180210.44
E 1304465.05
TOP OF PAVE: 152.39'
PROPOSED CONCRETE SIDEWALK
PER DETAIL. SEE DWG NO. S07.
PROPOSED 24' WIDE GATE. SEE
DETAIL ON DWG NO. C09.
ASPHALT
PARKING
EXISTING
EXTRUDED
CURB.
I� 31
NOTE:
ALL WORK IN PUBLIC RIGHT OF
WAY IS REQUIRED TO HAVE A
CITY OF RENTON APPROVED
I TRAFFIC CONTROL PLAN.
GATE ELIMINATED AND FENCE
SECTION RELOCATED TO TOP OF
BOOSTER PUMP STATION PER
COP NO. 1.
PROPOSED ENGINE GENERATOR REMOTE
FILL STATION. SEE DWG NO. E09 FOR
MORE INFORMATION.
ENGINE GENERATOR FUEL FILL LINE. SEE
DWG NO. E09 FOR MORE INFORMATION.
PROPOSED 14' WIDE ASPHALT
DRIVEWAY PER DETAIL
SEE DWG NO. C09
EXISTING ROCKERY DO NOT DISTURB,
APPROX. 48 LF OF INFILTRATION TRENCH
PROPOSED 8' CHAIN -LINK FENCE.
PROPOSED 4" DEEP 5/8" MINUS DRAIN ROCK.
SOUTHEAST CORNER OF PROPOSED BUILDING:
�.
i�
..
.�
��� Gj �•
�.
T 4 z1+
x�l f
f xx
I
PROPOSED CHAIN LINK FENCE
WITH 3 STRANDS OF BARBED
TBM "K"=157.10' > , -- -` WIRE. SEE DETAIL ON DWG NO.
(REBAR/CAP) 2 / '' ; \ C09. CLEAR BRUSH 5 FEET
153 ` EACH SIDE OF FENCE.
s 108 PROPOSED 3" RACEWAY WITH
�. PROPOSED HIGH VOLTAGE
i CABLE. SEE TRENCH DETAIL ON
r�"A DWG NO. E08. \
rn
"A(2)
1 156 �: N T T
EXISTING TELEMETRY 1 FUTURE
TURE 4
AND POWER CONDUIT EXISTINGLH VOLTAGE I
POWER V ULT. _ j
(TYPICAL). 1� l " RESERVOIR
FENCELINE ADJUSTED IU MISS 153 ls4
EXISTING TREES AND VAULTS - �0 151 152
8 PER RFI-013
148 149:� ,sue f
14
4 a S, 19
EXISTING TELEMETRY VAULT. � , j
I1
EXISTING CONDUIT AND VAULT \ ,/
SYSTEM TO BE REUSED. \ �-
PROPOSED SITE PLAN
1 " = 20'
IN IOVIJJ.V/
E 1304517,13
TOP OF PAVE:154.00' J
NORTHWEST CORNER OF
PROPOSED BUILDING:
N 180151.99 /
E 1304515.87
ORIENTATION OF PROPOSED
BUILDING WALL.
S 40'40' 4" E
TBM "I"=153.30'
(HUB/MAG/WASHER)
NOTE:
CONTRACTOR SHALL CALL FOR A UTILITY
LOCATE AND SHALL POTHOLE TO DETERMINE
LOCATION OF EXISTING UTILITIES
S
14
N 180144.02
E 1304564.90
TIE EXISTING FENCE
.........
°�INTO NEW FENCE PER
CCD N0, 2.
EXISTING TREE TO BE
REMOVED (TYPICAL),
PROPOSED ROCKERY PER
DETAIL ON DWG N0. C09.
ROCK WALL DRAIN, TO
� DAYLIGHT
PROPOSED GENERATOR BUILDING
PROPOSED WIDE CONCRETE
SIDEWALK PER DETAIL, SEE DWG N0.
SO7.
PROPOSED 750 kVA
STEP UP TRANSFORMER.
ELECTRICAL NOTES
1� 11. SEE DWG NO. C04 FOR CONTINUATION TO CEDAR RIVER PARK. CONTRACTOR SHALL INSTALL PROPOSED CONDUCTORS IN EXISTING CONDUITS
AND VAULTS BETWEEN THE MT. OLIVET RESERVOIR SITE AND THE EXISTING VAULTS LOCATED ON THE NORTH SIDE OF MAPLE VALLEY HIGHWAY.
2 2. PROPOSED 3" RACEWAY CONTAINING PROPOSED GENERATOR START AND ATS FAIL SIGNAL CONDUCTORS FROM EXISTING AUTOMATIC
TRANSFER SWITCH LOCATED AT WELLS 1, 2, AND 3 PUMP STATION. SEE DWG NO. E04 FOR CONDUIT AND CONDUCTOR INFORMATION.
PROPOSED 3" RACEWAY SHALL ALSO CONTAIN PROPOSED FIBER OPTIC CABLE FROM NE 3RD STREET. CONTRACTOR SHALL INSTALL A NEMA
12 12"W x 12"H JUNCTION BOX BELOW SIGNAL CABINET FOR TERMINATING FIBER OPTIC CABLE. CONTRACTOR SHALL COIL 10 FEET OF FIBER
OPTl(CABLE IN PROPOSED JUNCTION BOX. THE SIGNAL CONDUCTORS FROM THE AUTOMATIC TRANSFER SWITCH SHALL BE ROUTED THROUGH
THE PROPOSED JUNCTION BOX TO THE PROPOSED SIGNAL CABINET.
3 3. PROPOSED ELECTRICAL VAULT, UTILITY VAULT 3030-LA OR EQUAL. CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT FROM THE MT.
OLIVET SERVICE TRANSFORMER TO THE MT. OLIVET BOOSTER PUMP STATION MAIN DISCONNECT IN ORDER TO REUSE EXISTING SERVICE
ENTRANCE CONDUITS TO SUPPLY POWER TO THE EXISTING BOOSTER PUMP STATION FROM THE PROPOSED MT. OLIVET GENERATOR BUILDING.
4� 4. CENTERLINE OF PROPOSED RACEWAYS FROM THE EXISTING MT. OLIVET BOOSTER PUMP STATION TELEMETRY PANEL TO THE PROPOSED MT.
OLIVET GENERATOR BUILDING SIGNAL CABINET. SEE DWG NO, E04 FOR CONDUIT AND CONDUCTOR SIZING.
l/ 5. CENTERLINE OF PROPOSED RACEWAY FROM THE EXISTING SERVICE TRANSFORMER TO THE PROPOSED GENERATOR BUILDING MAIN
DISCONNECT. SEE DWG NO. E02 FOR MORE INFORMATION.
6 6. CENTERLINE OF PROPOSED RACEWAY FROM THE PROPOSED GENERATOR BUILDING TO THE PROPOSED ELECTRICAL VAULT W ORDER TO
SUPPLY POWER TO THE EXISTING BOOSTER PUMP STA11ON MOTOR CONTROL CENTER. SEE DWG NO. E02 FOR MORE INFORMATION.
7 7. CENTERLINE OF PROPOSED RACEWAY FROM THE PROPOSED GENERATOR BUILDING LIGHTING PANEL TO THE REMOTE FILL STATION FOR
POWER.
8. ALL PROPOSED VAULTS SHALL BE INSTALLED WITH LIDS UTILIZING PENTA-HEAD LOCKING BOLTS AND SPRING NUTS IN ORDER TO BOLT TO
THE VAULT FRAME AND COVER FOR LOCKING PURPOSES. CONTRACTOR SHALL REMOVE EXISTING VAULT LIDS, LID FRAMES, AND COVERS ON
ALL EXISTING UTILITY VAULT MODEL NO. 25-TA VAULTS, AND SHALL PROVIDE UTILITY VAULT CO. OR EQUAL LIDS, LID FRAMES, AND COVERS
UTILIZING PENTA-HEAD LOCKING BOLTS AND SPRING NUTS IN ORDER TO BOLT TO THE VAULT FRAME AND COVER FOR LOCKING PURPOSES.
SEE SPECIFICATIONS AND DETAILS ON DWG NO. E08 FOR MORE INFORMATION.
9. ALL PROPOSED CONDUIT TERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS FOR PROTECTION OF CONDUCTORS. ALL EXISTING
CONDUIT TERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS INSTALLED AT THE VAULT TERMINATION.
10. ALL PROPOSED AND EXISTING VAULTS AND LIDS SHALL BE GROUNDED PER N.E.C. SEE GROUNDING DETAIL ON DWG NO. E08.
11. ALL VAULT LIDS SHALL BE PERMANENTLY MARKED FOR THEIR INTENDED USE, "SIGNAL" FOR ALL SIGNAL AND INSTRUMENTATION VAULTS
AND "ELECTRICAL" FOR ALL POWER VAULTS. PERMANENT MARKING LETTERING SHALL BE 3" MINIMUM. USE RAISED WELD BEAD.
12. PROPOSED U11LI11ES SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET AWAY FROM THE RESERVOIR FOUNDATION.
13. CENTERLINE OF PROPOSED RACEWAY FROM THE PROPOSED GENERATOR BUILDING SIGNAL CABINET TO THE EXISTING RESERVOIR LADDER.
CONTRACTOR SHALL INSTALL (2) - 2" PVC CONDUITS WITH PULL STRING FOR FUTURE USE. PROPOSED CONDUITS SHALL STUB UP AT BASE
OF LADDER AND SHALL BE CAPPED. TERMINATE CONDUITS WITH PULL STRING IN PROPOSED SIGNAL CABINET.
EXPIRES 3 19 2008
SIGNED: 07128106
EXPIRES 7/15 2009
SIGNED: 07128106
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NOTES http://www.rh2.com
maifbox®rh2.com
1. PIPE FOR STORM DRAIN INFILTRATION SYSTEMS SHALL MEET THE REQUIREMENTS OF W.S.D.O.T. SECTION 9-05.2(7). 1.800.720.8052
2. PERFORATED CONCRETE UNDER DRAIN PIPE MEETING W.S.D.O.T. SPECIFICATIONS CHAPTER 9-05.2 (2) AND A.A.S.H.T.O. DESIGNATION ELLINGHAM OFFICE
36
M175, TYPE 1, MAY BE USED WITH THE ADDITIONAL CONDITIONS: THE PERFORATIONS SHALL BE CIRCULAR AND A MINIMUM OF 1/2 -INCH , 454 West
Ho
IN DIAMETER. THEY SHALL BE CLEANLY CUT AND BE SMOOTH AND UNIFORM WITH NO EXCESS CONCRETE LEFT FROM THE HOLE 454 West Norton Road
PERFORATIONS PROCESS. THERE SHALL BE A MINIMUM OF 7 SETS OF PERFORATIONS WITH 2 HOLES PER SET OF PERFORATIONS FOR AOTHELL OFFICE
EACH 3-1/2 FEET OF PIPE LENGTH. RUBBER GASKETS OR GROUTING OF JOINTS FOR PERFORATED PIPE RUNS WILL NOT BE REQUIRED, 425.951.5400
INSPECTION OF THE PERFORATED CONCRETE PIPE SHALL BE MADE BY THE MUNICIPALITY BEFORE INSTALLA11ON OF THE PIPE IN THE 12100 NE 195th Street, Suite 100
GROUND. SEE ROCKERY DETAIL ON DWG NO. C09 FOR MORE INFORMATION. EAST WENATCHEE OFFIC
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
pa�1(4
/��11' 01 / 2007
RH2 ENGINEERING INC. DATE
509.886.2900
f VARIES 300 Simon Street, Suite 5
�- 6" MIN I SIDEWALK
PORT ORCHARD OFFICE
" 360.876.7960
1 ��' 24 I 600 Kitsop Street, Suite 101
SCA":_�: SHOWN
I
BACKFIH TO BE
3/4" - 4" 18" MIN 0 I„ 2"
WASHED ROCK ]RAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
P
PLOT: 20 DWG V"
INFILTRATION TRENCH NEAR SIDEWALK RE\AEDMM co3
NOT TO SCALE
REVISED TO CONFORM TO CONSTRUCTION RECORDS
REVISIONS PER ADDENDUM NO. 2
NO. REVISION
OATF: NOV 9, 2007 SHEET NO.
CMR MLM 11 /01 /07 lcucw- REN
RPC MLM 09/06/06 Joe NU.: 105-079 V331
BY REVIEW DATE 71LENAME: GEN-D-0O3