HomeMy WebLinkAboutSFH PLAN SET, 10-2008FAIRBANKS
PROJECT LOCATION
0
ANCHORAGE JUNEAU
no D.
9
16
KEY MAP
SOUTH FORK
HYDROPOWER PROJECT
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DATE: 10/06/2008 N0. DATE REVISIONS
DESIGNED: EA polarconsult alaska, Inc.
DRAWN: JAS• DJR ENERGY SYSTEMS • ENVIRONMENTAL SERVICES • ENGINEERING DESIGN
CHECKED: EA
Ste; 7'=�'-0. 1503 WEST 33RD AVE. SUITE 310 PHONE (907) 258-2420
FlLE: SF-C1.DWG ANCHORAGE, ALASKA 99503 FAX (907) 258-2419
Eagle River, Alaska
S H E E T I N D E X
T1.0 VICINITY, AREA LOCATION MAPS
C1.0 PROJECT SITE PLAN AND PENSTOCK PROFILE
C2.1 INTAKE DE -SANDER STRUCTURE PLAN VIEW
C2.2 INTAKE TAINTER GATE PROFILE AND END VIEW
C2.3 PENSTOCK BENCH AND TRENCH SECTIONS
C3.1 POWERHOUSE ELEVATIONS
C2.3 POWERHOUSE FLOOR PLAN AND SECTION
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PROJECT MAP
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PROJECT
SOUTHFORK CREEK
HYDROELECTRIC PROJECT
SOUTHFORK HYDRO, LLC
Eagle River, Alaska
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2 PENSTOCK PROFILE
DATE: 10/O6/2008 N0. DATE REVISIONS DRAWING PROJECT SITE PLAN
DESIGNED: EA polarconsult alaska, Inc. SOUTHFORK CREEK
DRAWN: �• DJ R ENERGY SYSTEMS • ENVIRONMENTAL SERVICES • ENGINEERING DESIGN PROJECT SITE PLAN
CHECKED: EA AND PENSTOCK PROFILE HYDROELECTRIC PROJECT
gam: 1'=1'-01503 WEST 33RD AVE. SUITE 310 PHONE (907) 258-2420 S O U T H F O R K HYDRO, L LC
FILE: SF—C1.DWG ANCHORAGE, AI ASKA 99503 FAX (907) 258-2419 Eagle River, Alaska
SHEET
C1.0
OF
SAND COLLECTION CHUTE
18"0 HDPE PIPE
WITH SLOTTED OPENINGS
SECONDARY INTAKE CHAMBER
8" REINFORCED
CONCRETE WALL
SCREENED PRIMARY
INTAKE CHAMBER
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PRIMARY SAND COLLECTION CHUTE
24"0 HOPE PIPE OPEN IN
PRIMARY INTAKE CHAMBER-
8" REINFORCED CONCRETE WALL
2"0 PIPE COLUMN
WEIR BOARD
CONCRETE APRON
26'
18'
i
15'
TAINTER GATE
INTAKE OPENING
TRASH RACK
2
3
1 LE: 1 ICH = DIVERSION INTAKE STRUCTURE PLAN
SCAN8 FEET
PRIMARY INTAKE WATER ELEVATION AT MAXIMUM FLOW
CHAMBER
PROOF SUPPORT BEAM
HORIZONTAL
2"0 PIPE SUPPORT COLUMN
SCREEN
WEIR BOARD
INTAKE TRASH
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SECONDARY INTAKE CHAMBER
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PRIMARY SAND
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CONCRETE WALL
NOTE: ROOF, SLABS, AND ALL
SECONDARY SAND
WALLS 6" REINFORCED
COLLECTION CHUTE
CONCRETE UNLESS
OTHERWISE NOTED.
DIVERSION INTAKE STRUCTURE SECTION
DSCALE: 1 INCH = 8 FEET
BAFFLED SAND SETTLING BASIN
SAND COLLECTION CHUTE GATE
SECONDARY SCREEN
PENSTOCK GATE
32"0 PENSTOCK
--- -- ----------------
--------------
PENSTOCK AIR``.
VENT RISER
SAND COLLECTION`S
CHUTE GATE
BYPASS APRON
NOTE: ROOF, SLABS, AND ALL
WALLS 6" REINFORCED
DIVERSION WEIR CONCRETE UNLESS
OTHERWISE NOTED.
0 4 8 12 16
SCALE IN FEET
mil
IL RGIVrVRLGL/ uu,4 mr-ir
3 DIVERSION WEIR SECTION
SCALE: 1 INCH = 8 FEET
10/05/O6 DRAWING
pgTE
SHEET
DESIGNED: EA
INTAKE DE —SANDER
STRUCTURE PLAN VIEW
DRAWN: JAS
P of a l-con su I a I a ska, inc *
PROJECT
CHECKED: EA
SOUTHFORK CREEK HYDROELECTRIC PROJECT
SCALE: AS NOTED
ENERGY SYSTEMS • ENVIRONMENTAL SERVICES • ENGINEERING DESIGN
SOUTHFORK HYDRO, LLC
FILE:
1503 WEST 33RD AVE, SUITE 310 PHONE (907) 258-2420
ANCHORAGE, ALASKA 99503 FAX (907) 258-2419
Eagle River, Alaska 40OF
INTAKE WITH
SAND COLL
CHUTE
:R GATE PIVOT
IRIMARY SAND
)OLLECTION CHUTE
)UTLET
BYPASS APRON
1 DIVERSION INTAKE TAINTER GATE PROFILE 0 4 e 12 16
SCALE: 1 INCH = 8 FEET
SCALE IN FEET
NOTE: TAINTER GATE PIVOT FRAME
AND ROCK FILL NOT SHOWN 2'-8"
TAINTER GATE 10'_8" 10"0 PENSTOCK
AIR VENT RISER
DIVERSION WEIR 1'-8" 3' 1'
5'— �-�z
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24"0 HDPE PRIMARY INTAKE CHAMBER
SAND COLLECTION CHUTE OUTLET
32"0 HDPE PENSTOCK
18"0 HDPE SECONDARY CHAMBER
SAND COLLECTION CHUTE OUTLET
DIVERSION INTAKE STRUCTURE END VIEW 0 4 e 12 15
L SCALE: 1 INCH = 8 FEET
SCALE IN FEET
pgTE; 10/05/08
DESIGNED: EA
DRAWN: JAS
DRAWING
INTAKE TAINTER GATE PROFILE AND END VIEW
SHEET
PROJECT
polarconsulM alaska, InC.
CHECKED: EA
SOUTHFORK CREEK HYDROELECTRIC PROJECT
SCALE AS NOTED
ENERGY SYSTEMS • ENVIRONMENTAL SERVICES • ENGINEERING DESIGN SOUTH FORK HYDRO, LLC
•
FILE.
1503 WEST 33RD AVE, SUITE 310 PHONE (907) 258-2420
OF
ANCHORAGE, ALASKA 99503 FAX (907) 258-2419 Eagle River, Alaska
/"�PENSTOCK BENCH SECTION D e Is 24 32
SCALE: 1 INCH = 16 FEET
SCALE IN FEET
SEED OVER BACKFILL ::\
BACKFILL
4" 0 PVC CONDUIT FROM POWERHOUSE
PLACE ABOVE PENSTOCK SPRINGLINE
�)SCALE:
PENSTOCK TRENCH SECTION 3/8 INCH = 1 FOOT
0
-PENSTOCK
—UNDISTURBED SOIL
—4" SAND BEDDING
DATE: 10�0.5�08 DRAWING
DESIGNED: EA
PENSTOCK BENCH
AND TRENCH SECTIONS
SHEET
DRAWN: JAS
CHECKED: EA
polarconsult alaska, inc.
PROJECT
SOUTHFORK CREEK HYDROELECTRIC PROJECT
SCALE: AS NOTED
ENERGY SYSTEMS • ENVIRONMENTAL SERVICES • ENGINEERING DESIGN
SOUTHFORK HYDRO, LLC
•
15113 WEST 33RD AVE, SUITE 310 PHONE (907) 258-2420
OF
ANCHORAGE, ALASKA 99503 FAX (907) 258-2419
Eagle River, Alaska
GABION (TYP)------
ROCK FILL
POWERHOUSE SOUTH ELEVATION
SCALE: 1 INCH = 10 FEET
STEP FOOTING AT SOUTH WALL
GABION
2 POWERHOUSE WEST ELEVATION
SCALE: 1 INCH = 10 FEET
ELEVATION AT BACK
OF BUILDING
ELEVATION AT FRONT
OF BUILDING
0 5 10 15 20
SCALE IN FEET
STREAM
10 15 20
SCALE IN FEET
PATE; 10/05/.. DRAWING SHEET
DESIGNED: EA POWERHOUSE ELEVATIONS
DRAWN: JAS PROJECT
CHECKED: EAL157.1
olarconsulM alaska, InC. SOUTHFORK CREEK HYDROELECTRIC PROJECT
SCALE:
AS NOTEDENGY SYSTEMS • ENVIRONMENTAL SERVICES • ENGINEERING DESIGN SOUTHFORK HYDRO, LLC
WEST 33RD AVE, SUITE 310 PHONE (907) 258-2420B. ANCORAGE, ALASKA 99503 FAX (907) 258-2419 Eagle River, Alaska 40OF
/1501
TRANSF01
7.2/12.4 X
SW TCH
POWERHOUSE FLOOR PLAN
SCALE: 1 INCH = 8 FEET
30"0 PENSTOCK
N
3
0
8" FLANGE CONNECTION
350 KW GENERATOR
--
I N
ih
10"O DRAFT /
io
I
in
DPOWERHOUSE SECTION
SCALE: 1 INCH = 8 FEET
PUMP
TURBINE
16"0 LONG
SWEEP 90'
TURBINE SUPPORT
BEAM
RAIN
REINFORCED
ICRETE WALL
8"0 BALL VALVE
LL WALLS 6"
EINFORCED
ONCRETE UNLESS
OTED
0 4 8 12 16
16"0 HDPE DRAFT TUBE
ROCK FILL
r EXPOSED DRAFT TUBE OUTLET
00
I
in
0 4 8 12 16
SCALE IN FEET
J
10/05/08 DRANANG
pgTE
SHEET
DESIGNED: EA
POWERHOUSE FLOOR
PLAN AND SECTION
DRAWN: JAS
polarconsult alask a, InC.
PROJECT
CHECKED: EA
SOUTHFORK CREEK HYDROELECTRIC PROJECT
SCALE: AS NOTED
ENERGYSYSTEMS • ENVIRONHENTAL SERVICES • ENGINEERING DESIGN
SOUTHFORK HYDRO, LLC
•
FILE.
1503 WEST 33RD AVE, SUITE 310 PHONE (907) 258-2420
OF
ANCHORAGE, ALASKA 99503 FAX (907) 258-2419
Eagle River, Alaska