HomeMy WebLinkAboutA4 Falcon_Ridge_Lift_Station_90pct_Crit Area SubmitSE 8TH PL
TP1
CONSTRUCTION LIMIT
N: 175512.43
E: 1306016.27
CONSTRUCTION LIMIT
N: 175442.57
E: 1305988.19
CONSTRUCTION LIMIT
N:175429.30
E: 1306010.31
CONSTRUCTION LIMIT
N: 175434.36
E: 1306029.03
CONSTRUCTION LIMIT
N: 175449.56
E: 1306039.08
CONSTRUCTION LIMIT
N: 175459.53
E: 1306030.04
CONSTRUCTION LIMIT
N: 175483.43
E: 1306034.92
CONSTRUCTION LIMIT
N: 175506.37
E: 1306031.63
CONSTRUCTION LIMIT
N: 175507.20
E: 1306008.25
CONSTRUCTION LIMIT
N: 175504.57
E: 1305988.11
REBAR CAP
BENCHMARK
BOLLARD
BOLLARD TO BE REMOVED
WATER METER
FIRE HYDRANT (2 PORT)
WATER GATE VALVE
STORM DRAIN MANHOLE
CULVERT DAYLIGHT
SANITARY SEWER MANHOLE
IRRIGATION VALVE
POWER VAULT
TELEVISION PEDESTAL
POWER PAD MOUNT TRANSFORMER
TEST PIT
DECIDUOUS TREE
CONIFEROUS TREE
DECIDUOUS TREE TO BE REMOVED
CONIFEROUS TREE TO BE REMOVED
FENCE (AS NOTED)
FENCE TO BE REMOVED
UNDERGROUND TELEPHONE
NATURAL GAS
UNDERGROUND POWER
SANITARY SEWER
SEWER FORCEMAIN
STORM DRAIN MAIN
WATER MAIN
RIGHT OF WAY LINE
CENTER RIGHT OF WAY LINE
PROPERTY LINE
PROPERTY SECTION BOUNDARY
ASPHALT ROAD
CONCRETE DRIVEWAY
AHFJDHApr 9, 2018Apr 9, 2018REN117-038FCLS-D-CIV01.DWGSHOWN
C01 3 32
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:PRELIMINARYwww.rh2.comRH2 ENGINEERING, INC.Bothell, Wa22722 29th Drive SE, Suite 2101.800.720.8052EXISTING SITE PLANCITY OF RENTONFALCON RIDGE LIFT STATIONCITY OF RENTONFALCON RIDGE LIFT STATIONEXISTING SITE PLAN
EXISTING LEGEND
EXISTING LIFT STATION1 EXISTING POWER UTILITIES2
2
1
SILT FENCE TO BE INSTALLED
PRIOR TO CONSTRUCTION 207
TAKE ALL NECESSARY MEASURES TO
PROTECT TREES NOT MARKED FOR REMOVAL
BOLLARD, TO
BE REMOVED
ELECTRICAL PANEL,
TO BE REMOVED
TELEMETRY PANEL,
TO BE REMOVED
VACUUM-PRIMED PUMPS AND
PIPING, TO BE REMOVED
EXISTING SITE3
EXISTING GAS MONITORING
STATION. DO NOT DISTURB
EXISTING PARK BOUNDARY STAKE
AND PROPERTY CORNER TO BE
REPLACED WITH SURVEY PINS
3
1 CITY AND FIRE DEPARTMENT MUST HAVE ACCESS TO FIRE HYDRANT
AT ALL TIMES. UNDER NO CIRCUMSTANCES SHALL HYDRANT ACCESS
BE BLOCKED OR LIMITED.
DO NOT BLOCK SWING GATE. PRIVATE ACCESS TO SOUTHERN
PROPERTY THROUGH GATE SHALL BE MAINTAINED AT ALL TIMES.
DO NOT BLOCK GATE. WHILE LIFT STATION IS IN OPERATION, CITY
MUST HAVE FULL ACCESS TO EXISTING LIFT STATION AT ALL TIMES.
DO NOT BLOCK ACCESS TO HOUSE AND DRIVEWAY FROM SE 8TH PL.
2
3
1
2
3
NTC: MAY THE CONTRACTOR USE
SOME/ALL OF THE PARKING SPACES
WEST OF THE EXISTING WET WELL?
CONSTRUCTION LIMITS. NO WORK
MAY TAKE PLACE BEYOND THIS
BOUNDARY ON THE PARKS PARCEL.
4
4
EXISTING FENCE
TO BE REMOVED
SE 8TH PL
00 B0
64 B0
00 A066 A0-2.68%
-1
.
3
7
%-2.74%371
372
373
374
375376
377 375375-10 C-000 C050 C0EAST-WEST (A) PROFILE
360'
370'
380'
390'
360'
370'
380'
390'
0+000+66
2
1
NORTH-SOUTH (B) PROFILE
360'
370'
380'
390'
360'
370'
380'
390'
0+00 0+64
2
1
PROPOSED LIFT STATION LOCATION
AHFJDHApr 9, 2018Apr 9, 2018REN117-038FCLS-D-CIV02.DWGSHOWN
C02 4 32
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:PRELIMINARYwww.rh2.comRH2 ENGINEERING, INC.Bothell, Wa22722 29th Drive SE, Suite 2101.800.720.8052PROPOSED OVERALL SITE PLANCITY OF RENTONFALCON RIDGE LIFT STATIONCITY OF RENTONFALCON RIDGE LIFT STATIONELECTRICAL BUILDING, SEE DWG NO.
S01 FOR ADDITIONAL INFORMATION
EG
WETWELL, SEE DWG NOS. S03 AND
M01 FOR ADDITIONAL INFORMATION
VALVE VAULT, SEE MECHANICAL
DRAWINGS FOR ADDITIONAL INFORMATION
PROPOSED LEGEND
PROPOSED OVERALL SITE PLAN
1
1
20'
GATE
JUNCTION BOX ENCLOSURE,
SEE ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION
ELECTRICAL BUILDING
EG SLAB
WETWELL
VALVE VAULT
GRAVEL PATH, 3' WIDE
UNLESS OTHERWISE NOTED
6' WIDTH x 6' LENGTH x 1.5' DEPTH ROCK
PROTECTION OUTFALL SHALL BE QUARRY
SPALLS IN ACCORDANCE WITH SECTION
9-13.6 OF THE STANDARD SPECIFICATIONS.
PROVIDE 1' COVER OVER TOP OF PIPE.
8" PVC STORM PIPE,
APPROX. LENGTH 23'
25-SA OIL-WATER SEPARATOR
VAULT OR APPROVED EQUAL.
IE IN = 374.05'
IE OUT = 373.95'
THICKENED
ASPHALT CURB
IE OUT = 370.0'
TYPE 1 CATCH BASIN.
RIM EL = 374.85'
IE OUT = 372.33'
4" DI TEE WITH THRUST BLOCK. INSTALL (2) 4" GATE
VALVES AND (3) PVC FLANGE ADAPTERS ON TEE
8" PVC PIPE, APPROX.
LENGTH 25'-0"
PROPOSED CHAIN
LINK FENCE
4" PVC RJ PIPE, APPROX. LENGTH 24'.
SEE ABANDONMENT NOTES ON DWG
NO. G01 FOR ADDITIONAL PHASING
AND CONSTRUCTION INFORMATION.
PROPOSED PAVEMENT RESTORATION
SHALL MATCH GRADE ON NORTH AND WEST
SIDES. SEE DWG NO. C05 FOR DETAILS
PROPOSED PAVEMENT, SEE DWG NOS. C03
AND C05 FOR ADDITIONAL INFORMATION
PROPOSED FENCE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXCAVATED MATERIAL MAY BE REUSED FOR SITE FILL PROVIDED THAT
6" AND LARGER OBJECTS AND ORGANIC DEBRIS ARE REMOVED PRIOR
TO PLACEMENT. PROTECT EXCAVATED MATERIAL FROM EXCESS
MOISTURE. DURING PLACEMENT, BACKFILL SHOULD BE PLACED AT
OPTIMAL MOISTURE IN 6" LOOSE LIFTS AND COMPACTED TO A FIRM
AND UNYIELDING CONDITION AT LEAST 95% OF MAXIMUM DRY DENSITY
AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D 1557).
PROPOSED IMPERVIOUS AREA: 1,990 SF
INCLUDING PAVEMENT AT EXISTING LIFT STATION
DO NOT DISTURB
EXISTING APPURTENANCE
SITE LIGHTING, TYP. SEE
ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
CORE DRILL PENETRATION FOR PROPOSED
PIPE. PIPE IE SHALL MATCH EXISTING
FLOOR ELEVATION, APPROXIMATELY
360.74' CONTRACTOR TO VERIFY.
PROPOSED FLAT TOP FOR
EXISTING MANHOLE
8" PVC STORM PIPE,
APPROX. LENGTH 2.5'
VENT PIPING AND CONCRETE PAD TO BE
INSTALLED OUTSIDE FENCE. PROVIDE FINE
GRADING TO ACCOMMODATE PAD.204
208
CONNECTION TO EXISTING SYSTEM
1
THE EXISTING STATION MUST REMAIN ONLINE AND OPERATIONAL UNTIL WRITTEN CONSENT HAS BEEN ISSUED BY THE
OWNER TO THE CONTRACTOR TO ABANDON THE EXISTING FACILITY. IN ORDER TO CONNECT THE DISCHARGE PIPE FROM
THE EXISTING WET WELL AND THE PROPOSED FORCEMAIN TO THE EXISTING FORCE MAIN, THE CONTRACTOR WILL PLUG
THE DISCHARGE PIPE OF MANHOLE #10040 AND UTILIZE VACTOR TRUCKING AS NECESSARY TO REMOVE INCOMING FLOWS
WHILE PROPOSED CONNECTIONS ARE INSTALLED. AT NO TIME SHALL THE LEVEL IN MANHOLE #10040 EXCEED 366.0'.
PROPOSED DISCHARGE PIPE FROM EXISTING WET WELL SHALL BE CORED. SEE CITY OF RENTON STANDARD
MANHOLE DETAIL FOR CONNECTION DETAIL. INSTALL PLUG AT UPSTREAM END TO PREVENT FLOW UNTIL
PROPOSED STATION IS APPROVED IN WRITING FOR OPERATION WITH WASTE WATER.
TEE CLUSTER WILL BE INSTALLED WITH EAST GATE VALVE NORMALLY CLOSED WITH A TEMPORARY BLIND FLANGE
UNTIL FINAL CONNECTION IS APPROVED. SEE CONNECTION DETAIL THIS SHEET.
SEE ABANDONMENT NOTES ON DWG NO. G01 FOR ADDITIONAL INFORMATION.
2
FITTINGS PER PLAN
CONNECTION DETAIL
1
2
PROTECT EXPOSED DISTURBED EARTH FROM
EROSION VIA MULCH OR HYDROSEEDING.
MAN ACCESS
GATE
210
200
101
111
106
105
103
102
00 B0
64 B0
00 A066 A0-2.68%
-1
.
3
7%-2.74%371
372
373
374
375376
377 375375203
204
205
206
207
210
109
108
107
110
112
113
114
117
116
115
202
302 303
304
305
306
307
308
309
208
209
-10 C-000 C050 C0310
104
311
EAST-WEST (C) PROFILE
350'
360'
370'
380'
390'
350'
360'
370'
380'
390'
-0+10 0+00 0+50
POINT TABLE
POINT NO.
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
202
ELEV.
375.18
375.41
375.30
375.51
375.30
375.30
375.00
375.30
375.10
374.95
375.10
375.00
375.10
375.15
375.15
375.10
375.10
375.26
NORTHING
175483.83
175464.32
175462.09
175452.35
175448.22
175450.34
175472.76
175471.86
175471.19
175492.08
175489.11
175490.58
175488.49
175490.33
175488.64
175486.80
175486.43
175453.98
EASTING
1305975.30
1305981.69
1305989.56
1305982.54
1306008.80
1306024.40
1306028.08
1306021.47
1306016.52
1306025.45
1306014.08
1306014.39
1306009.58
1306009.33
1305996.86
1305997.11
1305994.43
1306010.34
DESC.
EOP
EOP
EOP
EOP
EOP
EOP
EOG
EOP
EOP
EOG
EOP
EOP
EOP
EOP
EOP
EOP
EOP
WETWELL
POINT TABLE
POINT NO.
203
204
205
206
207
208
209
210
302
303
304
305
306
307
308
309
310
311
ELEV.
375.30
375.24
375.18
375.17
375.10
374.85
374.96
375.10
375.33
375.55
375.57
375.65
375.28
375.13
374.75
375.22
375.14
375.30
NORTHING
175452.49
175457.44
175461.79
175463.89
175476.97
175477.39
175482.43
175487.54
175464.62
175461.68
175447.70
175449.92
175471.93
175472.36
175499.93
175496.47
175484.61
175474.61
EASTING
1306017.13
1306016.46
1305999.39
1306014.84
1306015.74
1306005.12
1306008.10
1306014.30
1305986.93
1305989.26
1306008.67
1306024.97
1306021.97
1306025.11
1306013.12
1305987.72
1305987.53
1305987.23
DESC.
PANEL
PANEL
VAULT
VAULT
BLDG
CB
OWS
BLDG
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
AHFEHApr 9, 2018Apr 9, 2018REN117-038FCLS-D-CIV02.DWGSHOWN
C03 5 32
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:PRELIMINARYwww.rh2.comRH2 ENGINEERING, INC.Bothell, Wa22722 29th Drive SE, Suite 2101.800.720.8052PROPOSED SITE PLANCITY OF RENTONFALCON RIDGE LIFT STATIONCITY OF RENTONFALCON RIDGE LIFT STATIONPROPOSED SITE PLAN
EG
WETWELL, SEE DWG NOS. S03 AND
M01 FOR ADDITIONAL INFORMATION
VALVE VAULT, SEE MECHANICAL
DRAWINGS FOR ADDITIONAL INFORMATION
ROOF
OUTLINE
12' PAVEMENT
RADIUS
EXISTING
WET WELL
PROPOSED INFLUENT
GRAVITY PIPE
PROPOSED
WET WELL
PROPOSED MANHOLE TOP SHALL BE 108" DIAMETER
FLAT TOP FOR EXISTING 6' DIAMETER STRUCTURE
WITH MANHOLE FRAME AND COVER. CENTER OF
COVER SHALL BE 33" FROM EDGE OF SLAB.
EXISTING GRADE
PROPOSED GRADE
PROPOSED TOP SLAB
EXISTING MANHOLE
ASPHALT PAVEMENT201
6" CRUSHED ROCK,
COMPACTED TO A FIRM AND
UNYIELDING CONDITION
EXISTING NATIVE MATERIAL,
COMPACTED PRIOR TO
GRAVEL PLACEMENT
PROPOSED SLAB ON EXISTING MANHOLE 200
200
ELECTRICAL BUILDING, SEE DWG NO.
S01 FOR ADDITIONAL INFORMATION
SLOPE EXISTING
PAVEMENT AS SHOWN