Attachment_2_-_Lakesite_Photovoltaic_Systems_Technical_Drawings.pdf
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- LAKE SITE PHOTOVOLTAIC ARRAYS Federal contract opportunity
- Solicitation number
- 140L3624Q0013
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IDAHO
CANADA
UNITED STATES
SASKATC
H
EW
AN
ALBERTA
B R
ITIS
H
C O
LU
M
B
IA
N O
R T
H
D
A K
O T
A
S O
U T
H
D
A K
O T
A
WYOMING
ALT
MISSOULA
KALISPELL
GREAT FALLS
HAVRE
HELENA
BUTTE
BILLINGS
MILES CITY
LEWISTOWN
MONTANACHOTEAU
MALTA
GLASGOW
CHESTER
FT BENTON
STATE REFERENCE MAP
(N.T.S)
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
LAKESITE PHOTOVOLTAIC SYSTEMS
LEWIS AND CLARK COUNTY
BUTTE FIELD OFFICE
VICINITY MAP
(N.T.S)
ESTIMATED QUANTITIES
ITEM QUANTITY UNIT
GRID-TIED SOLAR SYSTEM 4 EA
GENERAL ENGINEER'S NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY
CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS
SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEQHERE IN THE
CONTRACT DOCUMENTS.
2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND
REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.
3. TE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL
PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.
4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR
INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.
CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE
CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY
THIS PLAN.
5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING
PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE
CONSTRUCTION AREA. THE CONTRACT IS RESPONSIBLE FOR ANY DAMAGE TO
UTILITIES AND/OR FACILITES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE FOR BLUE STAKE
(1-800-STAE-IT) PRIOR TO ANY EXCAVATION.
6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL
EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW
CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN
ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER WITH
DISCREPANCY.
7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE
LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT
ENGINEER WITH ANY DISCREPANCIES.
8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.
9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO
WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH
EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.
\\ILMMTBF3DS1\BF\USERS\BJONES\MY DOCUMENTS\DWG\DWT\IMPROVEMENT SHEETS\#### - COVR.DWG
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PROJECT LOCATION
DIRECTIONS TO DEVIL'S ELBOW CAMPGROUND:
FROM HELENA, DRIVE EAST ON YORK ROAD FOR 22 MILES. THE
CAMPGROUND AND DAY USE AREA WILL BE LOCATED ON THE
RIGHT-HAND SIDE OF THE ROAD.
DIRECTIONS TO WHITE SANDY CAMPRGROUND:
FROM HELENA, DRIVE NORTH ON I-15 N FOR 7 MILES. TAKE EXIT 200
FOR CO RD 453/LINCOLN RD AND FOLLOW EAST FOR 5 MILES. TURN
NORTH ON HAUSER DAM RD AND FOLLOW FOR 3.2 MILES WHERE
WHITE SANDY CAMPGROUND IS LOCATED ON THE RIGHT-HAND SIDE
OF THE ROAD.
DIRECTIONS TO HOLTER LAKE CAMPGROUND:
FROM HELENA, DRIVE NORTH ON I-15 N FOR 33.5 MILES. TAKE EXIT 226
TOWARDS MT- 434/WOLF CREEK. FOLLOW RECREATION RD/CRAIG
FRONTAGE RD FOR 2.2 MILES. TURN RIGHT ONTO BEARTOOTH RD
AND FOLLOW FOR 2.4 MILES. HOLTER LAKE CAMPGROUND IS
LOCATED ON THE RIGHT-HAND SIDE OF THE ROAD.
DIRECTIONS TO LOG GULCH:
FROM HELENA, DRIVE NORTH ON I-15 N FOR 33.5 MILES. TAKE EXIT 226
TOWARDS MT- 434/WOLF CREEK. FOLLOW RECREATION RD/CRAIG
FRONTAGE RD FOR 2.2 MILES. TURN RIGHT ONTO BEARTOOTH RD
AND FOLLOW FOR 6.8 MILES. HOLTER LAKE CAMPGROUND IS
LOCATED ON THE RIGHT-HAND SIDE OF THE ROAD.
[1]
EARTHWORK QUANTITIES ARE "IN PLACE"
ESTIMATES. NO SHRINK OR SWELL IS ASSUMED.
NO GROUND LOSS IS INCLUDED
[2]
THE QUANTITIES ARE AN ESTIMATE OF THE
ENGINEER. THE CONTRACTOR SHALL MAKE THEIR
OWN INDEPENEDENT ESTIMATE OF QUANTITIES
AND BID THEREON.
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NDRAWING INDEX
Sheet Number Sheet Title
01 G1 COVER
02 G2 LEGEND & ABBREVIATIONS
03 C1 DEVIL'S ELBOW PROPOSED SITE PLAN
04 C2 DEVIL'S ELBOW BUILDING PROFILES
05 C3 DEVIL'S ELBOW ROOF & PHOTOS
06 C4 HOLTER LAKE PROPOSED SITE PLAN
07 C5 HOLTER LAKE BUILDING PROFILES
08 C6 HOLTER LAKE ROOF & PHOTOS
09 C7 WHITE SANDY PROPOSED SITE PLAN
10 C8 WHITE SANDY BUILDING PROFILES
11 C9 WHITE SANDY ROOF & PHOTOS
12 C10 LOG GULCH PROPOSED SITE PLAN
13 C11 LOG GULCH BUILDING PROFILES
14 C12 LOG GULCH ROOF & PHOTOS
15 D1 LINE DIAGRAM
PROJECT DESCRIPTION:
THE BUREAU OF LAND MANAGEMENT'S BUTTE FIELD OFFICE PLANS TO INSTALL 4
PHOTOVOLTAIC SYSTEMS TO OFFSET UTILITY NEEDS AT THE ADMINISTRATIVE SITES
ALONG THE MISSOURI RIVER RESERVOIRS NEAR HELENA, MONTANA.THE ENERGY
PRODUCED BY THE PV SYSTEM SHALL BE INTERCONNECTED WITH THE UTILITY GRID
THROUGH THE EXISTING ON-SITE ELECTRICAL EQUIPMENT VIA A SUPPLY SIDE
CONNECTION IN THE MAIN SERVICE PANEL WHERE APPLICABLE. THE PV SYSTEM
SHALL BE ROOF MOUNTED WHERE ROOF CONDITIONS AND SQUARE FOOTAGE
PROVIDE ADEQUATE CAPACITY FOR ENERGY PRODUCTION. THIS PROJECT DOES NOT
INCLUDE STORAGE BATTERIES.
PREPARED BY:
CIVIL ENGINEER: GRADY ANDERSON
BUREAU OF LAND MANAGEMENT
WESTERN MONTANA DISTRICT
106 N. PARKMONT
BUTTE, MT 59701
AutoCAD SHX Text
HOLTER LAKE CAMPGROUND
AutoCAD SHX Text
DEVILS ELBOW CAMPGROUND
AutoCAD SHX Text
WHITE SANDY CAMPGROUND
AutoCAD SHX Text
LOG GULCH CAMPGROUND
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
INTERSTATE HIGHWAY
AutoCAD SHX Text
U.S. HIGHWAY
AutoCAD SHX Text
STATE CAPITOL
AutoCAD SHX Text
BLM STATE OFFICE
AutoCAD SHX Text
BLM DISTRICT OFFICE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STATE HIGHWAY
C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT
SHEETS\LAKESITE SOLAR - LGND.DWG
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ABBREVIATIONS
AB AGGREGATE BASE OVHD OVERHEAD
ABC AGGREGATE BASE COURSE OVHG OVERHAND
ABUT ABUTMENT PC POINT OF CURVATURE
AC ACRE POC POINT ON CURVE
ASPH ASPHALT PROP PROPOSED
AST ABOVE GROUND STORGAGE TANK PSI POINDS PER SQUARE INCH
BLDR BOULDER PT POINT OF TANGENCY
BLM BUREAU OF LAND MANAGEMENT PVC POLYVINYL CHLORIDE
BM BENCHMARK PVI POINT OF VERTICAL INTERSECTION
BNDRY BOUNDARY PVMT PAVEMENT
BP BEGIN POINT Q PEAK DISCHARGE VOLUME
BRDGE BRIDGE R RADIUS
BTM BOTTOM RCP REINFORCED CONCRETE PIPE
C CONCRETE RDWY ROADWAY
CF CUBIC FEET RET RETAINING
CHCK CHECK POINT RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE
CL CENTERLINE RL RIDGE LINE
CMP CORRUGATED METAL PIPE ROW RIGHT OF WAY
CONC CONCRETE S SLOPE
CTRL CONTROL POINT SB SOUTHBOUND
CY CUBIC YARD SD STORM DRAIN
DEMO DEMOLITION SF SQUARE FEET
DET DETAIL SHT SHEET
DIA DIAMETER SPTC SEPTIC
DIP DUCTILE IRON PIPE SSWR SANITARY SEWER
E
EAST, EASTING
STA STATION
EB EAST BOUND STD STANDARD
ELEC ELECTRICAL STRM STORM
ELEV ELEVATION SW SIDEWALK
EOR EDGE OF ROAD SY SQUARE YARD
EP END POINT TC TOP OF CURB
ESMT EASEMENT TEMP TEMPORARY
EX EXISTING TP TURNING POINT
FES FLAIRED END SECTION TR TRAIL
FFE FINISHED FLOOR ELEVATION TS TOP SOIL
FG FINISHED GRADE TV TELEVISION
FO FIBER OPTIC TYP TYPICAL
FR FIRE RING UG UNDERGROUND
G GUTTER UST UNDERGROUND STORAGE TANK
GB GRADE BREAK VC VERTICAL CURVE
GV GAS VALVE VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLETHELYN VOL VOLUME
HP HIGH POINT W WELL
HWE HIGH WATER ELEVATION WB WEST BOUND
INV INVERT WV WATER VALVE
IP IRON PIPE YD YARD
L LENGTH
LF LINEAR FEET
LP LOW POINT
MAX MAXIMUM
MH MANHOLE
MID MID POINT
MIN MINIMUM
MP MILE POST
MPH MILES PER HOUR
N
NORTH, NORTHING
NAD NORTH AMERICA DATUM
NAVD NORTH AMERICA VERTICAL DATUM
NB NORTH BOUND
OC ON CENTER
OFF OFFSET
TOPOGRAPHY LEGEND
EXISTING PROPOSED
MAJOR CONTOUR
MINOR CONTOUR
SPOT ELEVATION
SLOPE ARROW
STORM DRAIN LEGEND
EXISTING PROPOSED
STORM DRAIN / CULVERT
CATCH BASIN
MANHOLE
WATER LEGEND
EXISTING PROPOSED
PIPE
FITTING
HOSE BIB
HYDRANT
REDUCER
VALVE
WELL
W
SITE LEGEND
EXISTING PROPOSED
BUILDING OUTLINE
CURB AND GUTTER
BEAR BOX
FIRE RING
PINDOWN
PICNIC TABLE
SIGN
W
1234 1234
12.34
12.34%
12.34
CALLOUT LEGEND
DEMOLITION PLAN CALLOUT
SITE PLAN CALLOUT
GRADING & DRAINAGE PLAN CALLOUT
ROADWAY PLAN CALLOUT
WATER CALLOUT PLAN
SEWER PLAN CALLOUT
REVISION
SANITARY SEWER & SEPTIC LEGEND
EXISTING PROPOSED
PIPE
MANHOLE
CLEANOUT
S
ROADWAY LEGEND
EXISTING PROPOSED
CENTERLINE
CURB AND GUTTER
PROPOSED MATERIAL LEGEND
RIPRAP (GRADE 5)
GRASS
RIPRAP (GRADE 4)
WASTE
RIPRAP (GRADE 3)
TOP SOIL
RIPRAP (GRADE 2) CONCRETE (BOAT RAMP)
RIPRAP (GRADE 1)
CONCRETE
NATIVE MATERIAL ASPHALT
REFERENCE DETAIL LEGEND
FULL SECTION
PARTIAL SECTION
PROFILE & SECTION TITLE
C#
C#
C#
C# HORZ SCALE: 1" = #'
VERT SCALE: 1" = #'
CROSS SECTION
SD
12.34%
ELECTRICAL
EXISTING PROPOSED
ELECTRIC UNDERGROUND
ELECTRIC OVERHEAD
UGE
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DISTRIBUTION PANEL
(P1.1)
DRY STORAGE GARAGE
DEVIL'S ELBOW ADMIN BUILDING
TRANSFORMER (T1)
EXISTING UNDERGROUND ELECTRIC
MAIN DISTRIBUTION FROM YORK ROAD
NW ENERGY UTILITY
METER ID EF62762982
(E1.1)
PROPOSED ROOF MOUNT
ARRAY LOCATION
NOTES:
INSTALL A COMBINATION OF ROOF MOUNTED SOLAR ARRAYS CAPABLE OF PRODUCING 25,000 KWH ANNUALLY
ARRAY TO BE UTILIZED FOR ENERGY OFFSET OF TWO UTILITY METERS ON SITE (E1.1 & E1.2)
ARRAY TO BE INSTALLED BY NABCEP LICENSED PVIP INSTALLER IN THE STATE OF MT
INSTALLER IS RESPONSIBLE FOR ALL PERMITS AND CORRESPONDENCE WITH NW ENERGY PRIOR TO INSTALLATION AS WELL AS THE FOLLOWING
· Design and installation of a roof-mounted photovoltaic system including modules (375W min), microinverters, wiring, breakers, and remote monitoring capabilities.
· All system components shall comply with the Buy American Act (BAA) and shall be manufactured in the United States. For components not available domestically exceptions must be approved by the BLM.
· System design must be submitted and approved through local utility provider's application/approval program for photovoltaic arrays
· Mounting system functional with the existing roof type (low-slope, metal roofing)
· Installed grounding, wiring, and overcurrent protection consistent with current National Electric Code (NEC), International Residential Code (IRC), and International Energy Conservation Code (IECC)
· Design shall include a complete set of construction documents, including drawings, specifications, cost estimate, and performance time.
SITE CONDITIONS
ROOF TYPE: METAL/ LOW-SLOPE
ROOF AGE: 2022
SHADING POTENTIAL: GARAGE MAY EXPERIENCE SHADING FROM DRY STORAGE BUILDING
DEVIL'S ELBOW SITE PLAN - PROPOSED LAYOUT
SCALE 1" =10'
N
0 10 20
FULL SCALE (22" X 34") 1 IN . = 10 FT.
HALF SCALE (11" X 17") 1 IN . = 20 FT.
D3
GARAGE
SUBPANEL
(P1.3)
DRY STORAGE
ELECTRIC METER
E337538808 (E1.2)
DRY STORAGE
DISTRIBUTION PANEL (P1.2)
ASPHALT PARKING AREA
ESTIMATED QUANTITIES
ITEM UNIT QUANTITY
GARAGE PV ARRAY (E1.1) ANNUAL KWH 10000
DRY STORAGE PV ARRAY (E1.2) ANNUAL KWH 15000
NEW ELECTRICAL (IN CONDUIT
FOR OUTSIDE RUNS)
LINEAR FEET 100
TWO-WAY METER EACH 2
JUNCTION BOX EACH 2
NEW UNDERGROUND ELECTRICAL
RUN IN EXISTING CONDUIT
4'-6"
8'
14'
16'
14' 8'
14'
8'-3"
1'-9"
16'
13'-3"
45'
54'-0"
25'-10"
STRAIGHT METAL ROOFING
24 GA PVDF WEATHERED COPPER
16 X 1" NAIL STRIP
2' EVE
SOFFIT PANEL V GROOVE
WEATHERED COPPER
WINDOWS ON 3 SIDES OF
BUILDING EVENLY SPACED
28'
28'
9'-0"'
36'-0"'
7'-0"'
24 GAUGE HIP/RIDGE CAP
INSTALLED 24 GA
6" MINI GABLE FLASHING
WHITE SEAMLESS
ALUMINUM GUTTER
SEAMLESS MTL. GUTTER
(ALL AROUND)
1"x6" FASCIA
CONCRETE SLAB
2"x4" BRACING
DESIGNED TRUSS RAFTERS
29 GA MEDIUM BROWN METAL
FASCIA COVER OVER 1"x6" FASCIA
ICE & WATER
UNDERLAYMENT
(HYDRASHELL SA)
40-INCH MIN
ICE DAM ABOVE
OVERHEAD DOORS
(18" FROM EAVE)
24 GA PVDF
WEATHERED COPPER
ROOF PANELS
ROOF UNDERLAYMENT
(HYDRASHELL SUPREME)
16'-10"
37'-10"
C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT
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DEVIL'S ELBOW
DRY STORAGE GARAGE - ELEVATION SOUTH
NO SCALE
DEVIL'S ELBOW
DRY STORAGE GARAGE - ELEVATION EAST
NO SCALE
DEVIL'S ELBOW GARAGE - ELEVATION EAST
NO SCALE
GENERAL NOTES:
MEASURE EXISTING ROOF STRUCTURE. CREATE PLAN WITH
EXPECTED OFFSETS FROM ROOF FEATURES AND FIRE
ACCESS REQUIREMENTS. ADJUST PHOTOVOLTAIC
MODULES TO CREATE A SYMMETRICAL APPEARANCE ON
ROOF.
LOCATE AND SPACE EXPOSED FASTENERS IN UNIFORM
VERTICAL AND HORIZONTAL ALIGNMENT. USE PROPER
TOOLS TO OBTAIN CONTROLLED UNIFORM COMPRESSION
FOR POSITIVE SEAL WITHOUT RUPTURE OF WASHER.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR
TO CONSTRUCTION
GARAGE NOTES:
ROOFING MATERIAL IS BRIDGER STEEL 24 GAGE PVDF
CASCADIA WEATHERED COPPER SRI:27.
ROOF REPLACED IN 2022.
ESTIMATED TOTAL ROOF SURFACE AREA: 1273 SF
ESTIMATED USABLE SURFACE AREA W/SETBACKS = 954 SF
ASSUME 50% SOUTH FACING AND 50 % NORTH FACING
DRY STORAGE NOTES:
BUILDING CONSTRUCTED IN 2022.
ESTIMATED TOTAL ROOF SURFACE AREA: 2409 SF
ESTIMATED USABLE SURFACE AREA W/SETBACKS = 1807 SF
DEVIL'S ELBOW GARAGE - ELEVATION WEST
NO SCALE
DEVIL'S ELBOW GARAGE - ELEVATION SOUTH
NO SCALE
WALL SECTION
NO SCALE
[3]
THE CONCEPTUAL DRAWING IS TO BE UTILIZED
FOR DEPICTING ROUGH EXISTING DIMENSIONS
ONLY. THE ARE AN ESTIMATE OF THE ENGINEER
AND SHALL BE VERIFIED BY THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF DIMENSIONS,
STRUCTURAL INTEGRITY OF ALL ROOFING
SYSTEMS, MATERIAL QUANTITIES, AND BID
THEREON.
AutoCAD SHX Text 2'-0"
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C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT
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DEVIL'S ELBOW GARAGE
ROOFING INSET
NW ENERGY METER ID:
EF62762982 (E1.1)
DISTRIBUTION PANEL (P1.1)
DEVIL'S ELBOW DRY STORAGE
GARAGE ROOF PLAN (CONCEPTUAL)
NO SCALE
DRY STORAGE ROOF PLAN (CONCEPTUAL)
NO SCALE
N
[4]
THE CONCEPTUAL DRAWING IS FOR DEPICTING
ROUGH SURFACE AREA PURPOSES ONLY. THEY
ARE AN ESTIMATE OF THE ENGINEER. THE
CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF WORKABLE
SURFACE AREA, MATERIAL QUANTITIES, AND BID
THEREON.
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C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT
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0 10 20
FULL SCALE (22" X 34") 1 IN . = 10 FT.
HALF SCALE (11" X 17") 1 IN . = 20 FT.
NOTES:
INSTALL ROOF MOUNTED PHOTOVOLTAIC ARRAYS CAPABLE OF PRODUCING 10,000 KWH ANNUALLY TO OFFSET ENERGY
USAGE ON SITE:
ARRAY TO BE UTILIZED FOR ENERGY OFFSET OF METER ES74463614
ARRAYS TO BE INSTALLED BY NABCEP PVIP LICENSED INSTALLER IN THE STATE OF MT
INSTALLER IS RESPONSIBLE FOR ALL PERMITS AND CORRESPONDENCE WITH NW ENERGY PRIOR TO INSTALLATION AS
WELL AS THE FOLLOWING
· Design and installation of a roof-mounted photovoltaic system including modules (375W min) , microinverters, wiring, breakers, and remote monitoring capabilities.
· All system components shall comply with the Buy American Act (BAA) and shall be manufactured in the United States. For components not available domestically exceptions must be approved by the BLM.
· System design must be submitted and approved through local utility provider's application/approval program for photovoltaic arrays
· Mounting system functional with the existing roof type (low-slope, metal roofing)
· Installed grounding, wiring, and overcurrent protection consistent with current National Electric Code (NEC), International
Residential Code (IRC), and International Energy Conservation Code (IECC)
· Design shall include a complete set of construction documents, including drawings, specifications, cost estimate, and performance time.
200 AMP AC SERVICE PANEL (P2.1)
HOLTER LAKE
ADMIN BUILDING
NW ENERGY UTILITY
METER# 92331689 (E2.2)
PROPOSED ROOF MOUNT
ARRAY LOCATION
HOLTER LAKE SITE PLAN - PROPOSED LAYOUT
SCALE 1" =10'
RV LOCATIONS
SITE CONDITIONS
ROOF TYPE: METAL, LOW SLOPE
ROOF AGE: 2022
SHADING POTENTIAL:
NORTH FACING ROOF ASPECT
ASPHALT PARKING AREA
ESTIMATED QUANTITIES
ITEM UNIT QUANTITY
ROOF MOUNTED
PV ARRAY (E2.1)
ANNUAL KWH 10000
NEW ELECTRICAL LINEAR FEET 100
TWO-WAY METER EACH 1
COMBINER BOX EACH 1
NW ENERGY UTILITY
METER #ES74463614 (E2.1)
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EXT. LIGHT FIXT.
48'
15'-2"
14'-9"
8'
29 GA HIP/RIDGE CAP
48'
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HOLTER LAKE - ELEVATION NORTH
NO SCALE
GENERAL NOTES:
ROOFING MATERIAL IS BRIDGER STEEL 24 GAGE PVDF CASCADIA WEATHERED COPPER SRI:27.
ROOF REPLACED IN 2022.
MEASURE EXISTING ROOF STRUCTURE. CREATE PLAN WITH EXPECTED OFFSETS FROM ROOF FEATURES AND
FIRE ACCESS REQUIREMENTS. ADJUST PHOTOVOLTAIC MODULES TO CREATE A SYMMETRICAL APPEARANCE
ON ROOF.
LOCATE AND SPACE EXPOSED FASTENERS IN UNIFORM VERTICAL AND HORIZONTAL ALIGNMENT. USE
PROPER TOOLS TO OBTAIN CONTROLLED UNIFORM COMPRESSION FOR POSITIVE SEAL WITHOUT RUPTURE OF
WASHER.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
HOUSE NOTES:
ESTIMATED TOTAL ROOF SURFACE AREA: 2000 SF
ESTIMATED USABLE SURFACE AREA W/SETBACKS = 1500 SF
ASSUME 60% SOUTH FACING AND 40 % NORTH FACING
[3]
THE CONCEPTUAL DRAWING IS TO BE UTILIZED
FOR DEPICTING ROUGH EXISTING DIMENSIONS
ONLY. THE ARE AN ESTIMATE OF THE ENGINEER
AND SHALL BE VERIFIED BY THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF DIMENSIONS,
STRUCTURAL INTEGRITY OF ALL ROOFING
SYSTEMS, MATERIAL QUANTITIES, AND BID
THEREON.
AutoCAD SHX Text
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UTILITY METER (E2.1)
HOLTER LAKE ROOF MOUNTED PV (CONCEPTUAL)
NO SCALE
N
[4]
THE CONCEPTUAL DRAWING IS FOR DEPICTING
ROUGH SURFACE AREA PURPOSES ONLY. THEY
ARE AN ESTIMATE OF THE ENGINEER. THE
CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF WORKABLE
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AC SERVICE PANEL (P3.1)
WHITE SANDY ADMIN
BUILDING AND GARAGE
CARPORT
TRANSFORMER (T3.1)
NW ENERGY UTILITY
METER EF62762982 (E3.1)
PROPOSED ADDITIONAL ROOF MOUNT
ARRAY LOCATION
NOTES:
INSTALL A COMBINATION OF ROOF AND GROUND MOUNTED PHOTOVOLTAIC ARRAYS CAPABLE
OF PRODUCING 11,000 KWH ANNUALLY
ARRAY TO BE UTILIZED FOR ENERGY OFFSET OF METER DG15007391
ARRAY TO BE INSTALLED BY NABCEP PVIP LICENSED INSTALLER IN THE STATE OF MT
INSTALLER IS RESPONSIBLE FOR ALL PERMITS AND CORRESPONDENCE WITH NW ENERGY
PRIOR TO INSTALLATION AS WELL AS THE FOLLOWING
· Design and installation of a roof-mounted photovoltaic system including modules (375W min), microinverters, wiring, breakers, and remote monitoring capabilities.
· All system components shall comply with the Buy American Act (BAA) and shall be manufactured in the United States. For components not available domestically exceptions must be approved by the BLM.
· System design must be submitted and approved through local utility provider's application/approval program for photovoltaic arrays
· Mounting system functional with the existing roof type (low-slope, metal roofing)
· Installed grounding, wiring, and overcurrent protection consistent with current National Electric
Code (NEC), International Residential Code (IRC), and International Energy Conservation
Code (IECC)
· Design shall include a complete set of construction documents, including drawings, specifications, cost estimate, and performance time.
SITE CONDITIONS
ROOF TYPE: METAL/ LOW SLOPE
ROOF AGE: 2022
WHITE SANDY SITE PLAN - PROPOSED LAYOUT
SCALE 1" =10'
ESTIMATED QUANTITES
ITEM UNIT QUANTITY
ROOF MOUNTED PV ARRAY ANNUAL KWH 11000
NEW ELECTRICAL LINEAR FEET 100
TWO-WAY METER EACH 1
COMBINER BOX EACH 1
PROPOSED PRIMARY ROOF MOUNT
ARRAY LOCATION
10' WIDE
OVERHEAD
DOOR
10' WIDE
OVERHEAD
DOOR
48'
28'
30'
48'
1'
7'
2'
28'
2'x48'x6" CONCRETE APRON
SEAMLESS MTL. GUTTER
(ALL AROUND)
1"x6" FASCIA
CONCRETE SLAB
2"x4" BRACING
DESIGNED TRUSS RAFTERS
SOFFIT VENT
29 GA HIP/RIDGE CAP
5'-9"
50'
ICE BREAKS ABOVE
OVERHEAD DOORS
ROOF UNDERLAYMENT
(HYDRASHELL SUPREME)
2"x6" (NOM)
T&G ROOF DECK
"x36" TUFF RIB 29
GA ROOF PANELS
ICE & WATER UNDERLAYMENT
(SHARKSKIN ULTRA SA)
29 GA MEDIUM BROWN METAL
FASCIA COVER OVER 1"x6" FASCIA
16'-11"
C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT
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NO SCALE
WHITE SANDY GARAGE ELEVATION - WEST
NO SCALE
GARAGE / ADMIN SITE - PLAN VIEW
NO SCALE
WALL SECTION
NO SCALE
GENERAL NOTES:
ROOFING MATERIAL IS BRIDGER STEEL 24 GAGE PVDF CASCADIA
WEATHERED COPPER SRI:27.
ROOF REPLACED IN 2022.
MEASURE EXISTING ROOF STRUCTURE. CREATE PLAN WITH EXPECTED
OFFSETS FROM ROOF FEATURES AND FIRE ACCESS REQUIREMENTS.
ADJUST PHOTOVOLTAIC MODULES TO CREATE A SYMMETRICAL
APPEARANCE ON ROOF.
LOCATE AND SPACE EXPOSED FASTENERS IN UNIFORM VERTICAL AND
HORIZONTAL ALIGNMENT. USE PROPER TOOLS TO OBTAIN CONTROLLED
UNIFORM COMPRESSION FOR POSITIVE SEAL WITHOUT RUPTURE OF
WASHER.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION
GARAGE NOTES:
ESTIMATED TOTAL ROOF SURFACE AREA: 1691 SF
ESTIMATED USABLE SURFACE AREA W/SETBACKS = 1268 SF
ASSUME 50% SOUTH FACING AND 50 % NORTH FACING
[3]
THE CONCEPTUAL DRAWING IS TO BE UTILIZED
FOR DEPICTING ROUGH EXISTING DIMENSIONS
ONLY. THE ARE AN ESTIMATE OF THE ENGINEER
AND SHALL BE VERIFIED BY THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF DIMENSIONS,
STRUCTURAL INTEGRITY OF ALL ROOFING
SYSTEMS, MATERIAL QUANTITIES, AND BID
THEREON.
AutoCAD SHX Text
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UTILITY METER (E3.1)) JUNCTION CENTER
ELEVATION - SOUTH
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NO SCALE
ELEVATION NORTH
N
[4]
THE CONCEPTUAL DRAWING IS FOR DEPICTING
ROUGH SURFACE AREA PURPOSES ONLY. THEY
ARE AN ESTIMATE OF THE ENGINEER. THE
CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF WORKABLE
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NOTES:
INSTALL A COMBINATION OF ROOF AND GROUND MOUNTED SOLAR ARRAYS CAPABLE OF PRODUCING 11,000 KWH ANNUALLY
ARRAY TO BE UTILIZED FOR ENERGY OFFSET OF METER DG79751890
ARRAY TO BE INSTALLED BY NABCEP PVIP LICENSED INSTALLER IN THE STATE OF MT
INSTALLER IS RESPONSIBLE FOR ALL PERMITS AND CORRESPONDENCE WITH NW ENERGY PRIOR TO INSTALLATION AS WELL AS THE FOLLOWING
· Design and installation of a roof-mounted photovoltaic system including modules ((375W min), microinverters, wiring, breakers, and remote monitoring capabilities.
· All system components shall comply with the Buy American Act (BAA) and shall be manufactured in the United States. For components not available domestically exceptions must be approved by the BLM.
· System design must be submitted and approved through local utility provider's application/approval program for photovoltaic arrays
· Mounting system functional with the existing roof type (low-slope, metal roofing)
· Installed grounding, wiring, and overcurrent protection consistent with current National Electric Code (NEC), International Residential Code (IRC), and International Energy Conservation Code (IECC)
· Design shall include a complete set of construction documents, including drawings, specifications, cost estimate, and performance time.
SITE CONDITIONS
ROOF TYPE: SHINGLES, VARYING SLOPES
ROOF AGE: 2012
LOG GULCH SITE PLAN - PROPOSED LAYOUT
SCALE 1" =10'
N
0 10 20
FULL SCALE (22" X 34") 1 IN . = 10 FT.
HALF SCALE (11" X 17") 1 IN . = 20 FT.
LOG GULCH GARAGE
MAIN DISTRIBUTION PANEL
(D4.1))
NW ENERGY UTILITY METER
DG79751890 (E4.1)
LOG GULCH ADMINISTRATIVE
BUILDING
PROPOSED ROOF
MOUNT ARRAY LOCATION
ESTIMATED QUANTITES
ITEM UNIT QUANTITY
PHOTOVOLTAICS ANNUAL KWH 11000
NEW ELECTRICAL LINEAR FEET 100
TWO-WAY METER EACH 1
COMBINER BOX EACH 1
ALTERNATIVE ROOF
MOUNTED PV LOCATION
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
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AutoCAD SHX Text
GV
AutoCAD SHX Text O
AutoCAD SHX Text S
FIBER CEMENT SIDING AND TRIM MATERIAL & FINISH DESIGNATIONS
FC-1: JAMES HARDIE "HARDIEPLANK" SELECT CEDARMILL 6" EXPOSURE BEVELED SIDING COLORPLUS FACTORY FINISH "KHAKI BROWN"
FC-2: JAMES HARDIE "HARDIESHINGLE" STAGGERED EDGE PANEL COLORPLUS FACTORY FINISH "TRADITIONAL RED"
FC-3: JAMES HARDIE "HARDIE TRIM" BOARD RUSTIC, COLORPLUS FACTORY FINISH "NAVAJO BEIGE"
FC-4: JAMES HARDIE "HARDIE SOFFIT" VENTED CEDARMILL, COLORPLUS FACTORY FINISH "NAVAJO BEIGE"
FC-5: JAMES HARDIE "HARDIE SOFFIT" NON-VENTED CEDARMILL, COLORPLUS FACTORY FINISH "NAVAJO BEIGE"
FC-2
FC-3
3/4"x5.5"
FC-3
PT-8
3/4"x5.5"
FC-3
PT-9
FC-3
GAF/ELK "TIMBERLINE COOL
SERIES" SHINGLES, COLOR:
'COOL BARKWOOD'
GAF/ELK "TIMBERLINE COOL
SERIES" SHINGLES, COLOR:
'COOL BARKWOOD'
FC-3
3/4"x5.5"
FC-3 (TYP)
FC-1
FC-1
FC-3
FC-2
FC-3
3/4"x5.5"
FC-3 (TYP)
FC-3
FC-1
FC-1
FC-3
FC-2
FC-3
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[3]
THE CONCEPTUAL DRAWING IS TO BE UTILIZED
FOR DEPICTING ROUGH EXISTING DIMENSIONS
ONLY. THE ARE AN ESTIMATE OF THE ENGINEER
AND SHALL BE VERIFIED BY THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF DIMENSIONS,
STRUCTURAL INTEGRITY OF ALL ROOFING
SYSTEMS, MATERIAL QUANTITIES, AND BID
CONTINUOUS GUTTER @ EAVE
W/DOWNSPOUTS & SPLASH
BLOCKS AS INDICATED (TYP)
BASIS OF DESIGN ROOFING:
GAF/ELK "TIMBERLINE COOL
SERIES" SHINGLES, COLOR:
'COOL BARKWOOD' (TYP)
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LOG GULCH HOUSE ROOF MOUNTED PV (CONCEPTUAL)
NO SCALE
N
SOUTH ELEVATION
WEST ELEVATION
UTILITY METER (E4.1)
DISTRIBUTION PANEL P4.1
[4]
THE CONCEPTUAL DRAWING IS FOR DEPICTING
ROUGH SURFACE AREA PURPOSES ONLY. THEY
ARE AN ESTIMATE OF THE ENGINEER. THE
CONTRACTOR SHALL MAKE THEIR OWN
INDEPENEDENT ESTIMATE OF WORKABLE
GROUND
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C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT
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GROUNDING
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TWO-WAY UTILITY METER
MICROINVERTER
COMBINER
BOX
AC STRING
LOADS < 600 V
JUNCTION
BOX
JUNCTION
BOX
JUNCTION
BOX
ARRAY 1
ARRAY 2
ARRAY 3
| Sheets and Views |
| 01 G1 COVER |
| 02 G2 LEGEND & ABBREVIATIONS |
| 03 C1 DEVIL'S ELBOW PROPOSED SITE PLAN |
| 04 C2 DEVIL'S ELBOW BUILDING PROFILES |
| 05 C3 DEVIL'S ELBOW ROOF & PHOTOS |
| 06 C4 HOLTER LAKE PROPOSED SITE PLAN |
| 07 C5 HOLTER LAKE BUILDING PROFILES |
| 08 C6 HOLTER LAKE ROOF & PHOTOS |
| 09 C7 WHITE SANDY PROPOSED SITE PLAN |
| 10 C8 WHITE SANDY BUILDING PROFILES |
| 11 C9 WHITE SANDY ROOF & PHOTOS |
| 12 C10 LOG GULCH PROPOSED SITE PLAN |
| 13 C11 LOG GULCH BUILDING PROFILES |
| 14 C12 LOG GULCH ROOF & PHOTOS |
| 15 D1 LINE DIAGRAM |
File details come from the government source that posted it. Updated .