Camas NWR PV Array Drawings.pdf
PDF 3 MB Posted
- Attached to
- ID-CAMAS NWR GAOA WATER CONTROL PROJECT Federal contract opportunity
- Solicitation number
- 140F0821R0004
About this file
This document package includes construction drawings and specifications for a solar photovoltaic array project at the Camas National Wildlife Refuge in Idaho.
The drawings show plans for installing a 300 kW solar array, including the site plan, fencing details, and electrical diagrams. Specifications require mounting solar panels and electrical equipment on a stainless steel racking system with footings at least 36 inches deep. The contractor must coordinate utility connections, permitting, and commissioning with Rocky Mountain Power. Restoration of disturbed areas with topsoil, mulch and native seeding is also specified.
The related federal contract opportunity is for the ID-Camas NWR GAOA Water Control Project solicitation. The Department of the Interior Fish and Wildlife Service is the contracting agency. No other details are provided about requirements, pricing, response dates or other terms.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140F0821R0004_Amd_0006.pdf | ||
| Updated_Amendment_0005_Camas_NWR_PV_Array_Upgrade_SOW_0005.pdf | ||
| Updated_Amendment_0005_Bid_Schedule_Solar_0005.pdf | ||
| Updated_Amendment_0005_SOLAR_PV_SYSTEM_COMBINED_DRAWINGS_20210614_0005.pdf | ||
| 140F0821R0004_Amendment_0005_Q_A_ResponsesV3_0005.pdf | ||
| Sol_140F0821R0004_Amd_0005.pdf | ||
| Sol_140F0821R0004_Amd_0004.pdf | ||
| Sol_140F0821R0004_Amd_0003.pdf | ||
| Sol_140F0821R0004_Amd_0002.pdf | ||
| Sol_140F0821R0004_Amd_0001.pdf | ||
| DOL Wage Determinations.pdf | ||
| Price Schedule.pdf | ||
| Scope Narrative.pdf | ||
| Sol_140F0821R0004.pdf | ||
| Site Visit Instructions.pdf | ||
| Past Performance Work Sheet.pdf | ||
| Camas NWR PV Array SOW.pdf |
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FISH AND WILDLIFE SERVICE
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SUBMITTED BY REGIONAL ENGINEER
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PROGRAMMATIC REVIEW
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CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)
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PORTLAND, OREGON
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UNITED STATES DEPARTMENT OF THE INTERIOR
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REGIONS 1 OFFICE OF ENGINEERING
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BY
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CAMAS NATIONAL WILDLIFE REFUGE
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HAMER, IDAHO
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DEPARTMENT OF THE INTERIOR U.S. FISH AND WILDLIFE SERVICE
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SITE LOCATION
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2150 E 2350 N HAMER, ID 83425
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JEFFERSON COUNTY
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IDAHO
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NATIONAL WILDLIFE REFUGE
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SOLAR PV SYSTEM
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CAMAS
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1R-ID-211-089-01.0
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COVERSHEET
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OVERALL SITE PLAN AND GENERAL NOTES
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CIVIL SHEETS
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SITE PLAN
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ELECTRICAL SHEETS
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ELECTRICAL PV SYSTEM PLAN
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CAMAS NATIONAL WILDLIFE REFUGE
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CONTACT INFORMATION:
AutoCAD SHX Text USFW PROJECT MANAGER: ROB MORIARTY ROB MORIARTY PHONE: 503-736-4440 E-MAIL: LYNN_MORIARTY@FWS.GOV CAMAS REFUGE MANAGER: BRIAN WEHAUSEN BRIAN WEHAUSEN PHONE: 208-662-5423 E-MAIL: BRIAN_WEHAUSEN@FWS.GOV PROJECT ENGINEER: STEVE KINGSLEY STEVE KINGSLEY PHONE: 253-396-0150 E-MAIL: STEVE.KINGSLEY@KPFF.COM
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2407 North 31st Street, Suite 100 Tacoma, Washington 98407
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CAMAS NWR
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OVERALL SITE PLAN AND GENERAL NOTES
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CAMAS NWR FACILITY
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PINTAIL POND
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CATTAIL FLAT
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EXIST MAIN DITCH
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CAMAS CREEK
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WET MARSH
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OVERALL SITE PLAN AND GENERAL NOTES
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GENERAL NOTES:
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1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE-CONSTRUCTION MEETING MUST BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE ENGINEER, USFW, AND THE CONTRACTOR. 2. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ON-SITE CONSTRUCTION WORK HOURS SHALL BE WITHIN THE NORMAL BUSINESS ON-SITE CONSTRUCTION WORK HOURS SHALL BE WITHIN THE NORMAL BUSINESS HOURS-OF-OPERATION FOR THE FACILITY; TYPICALLY LIMITED TO THE HOURS OF 7 A.M. AND 5 P.M. MONDAY THROUGH FRIDAY, EXCEPT FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY USFW. 4. THE CONTRACTOR SHALL COORDINATE LAYDOWN AREA FOR EQUIPMENT AND MATERIALS WITH THE CONTRACTOR SHALL COORDINATE LAYDOWN AREA FOR EQUIPMENT AND MATERIALS WITH THE REFUGE MANAGER PRIOR TO MOBILIZING TO THE SITE. 5. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. 7. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL LEAVE THE WORK AREA FREE OF UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL LEAVE THE WORK AREA FREE OF DEBRIS AND UNUSED MATERIALS. ALL DAMAGE OR SITE DISTURBANCE CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN AS GOOD OR BETTER CONDITION. 8. CONTRACTOR SHALL RESTORE ALL VEGETATED AREAS WITH TOPSOIL, MULCH, AND SEEDING AS CONTRACTOR SHALL RESTORE ALL VEGETATED AREAS WITH TOPSOIL, MULCH, AND SEEDING AS DESCRIBED IN PROJECT SPECIFICATIONS, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING BRACING, TIES AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION.
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SURVEY NOTES:
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1. BASE MAP HAS BEEN DEVELOPED FROM LIDAR SURVEY PERFORMED ON OCTOBER 19-20, 2011, BASE MAP HAS BEEN DEVELOPED FROM LIDAR SURVEY PERFORMED ON OCTOBER 19-20, 2011, PROCESSED AND DELIVERED IN 2012. 2. UNDERGROUND UTILITIES ARE NOT A PART OF THIS SURVEY, ONLY SURFACE FEATURES ARE UNDERGROUND UTILITIES ARE NOT A PART OF THIS SURVEY, ONLY SURFACE FEATURES ARE APPROXIMATED FROM LIDAR AND AERIAL IMAGES. 3. HORIZONTAL DATUM: NAD83 (CORS 96) HORIZONTAL DATUM: NAD83 (CORS 96) 4. VERTICAL DATUM: NAVD88 (GEOID 03) VERTICAL DATUM: NAVD88 (GEOID 03) 5. PROJECTION: IDAHO STATE PLANE - EASTPROJECTION: IDAHO STATE PLANE - EAST
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UTILITY AND PIPELINE NOTES:
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1. LOCATIONS OF PIPELINES AND UTILITIES ARE PLOTTED FROM AVAILABLE RECORD DOCUMENTS LOCATIONS OF PIPELINES AND UTILITIES ARE PLOTTED FROM AVAILABLE RECORD DOCUMENTS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS OR ANY OTHER SECTION. 3. CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRIOR TO BEGINNING ANY UTILITY CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION FOR LOCATION MARK-UP OF ALL EXISTING UTILITIES. INFORM ENGINEER IMMEDIATELY IF LOCATE INDICATES THAT EXISTING UTILITIES ARE DIFFERENT THAN SHOWN ON DRAWINGS. 4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND STRUCTURES CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. 5. ALL BURIED LINES TO HAVE A MINIMUM 2 FEET COVER, UNLESS OTHERWISE NOTED.ALL BURIED LINES TO HAVE A MINIMUM 2 FEET COVER, UNLESS OTHERWISE NOTED.
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CAMAS NWR BOUNDARY
CAMAS NWR BOUNDARY
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2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
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SITE PLAN AND DETAILS
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CAMAS WILDLIFE REFUGE
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SOLAR ARRAY
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PROPERTY LIMITS
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CAMAS REFUGE COMPLEX
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AutoCAD SHX Text 300kW SOLAR ARRAY EL=4799.00', SEE ELECTRICAL
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EXIST ACCESS ROAD E 2350 N
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WELL 4 LOOP
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EXIST ACCESS ROAD 2200E
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EXIST OVERHEAD POWER
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ROCKY MOUNTAIN POWER GRID TIE
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PROPOSED UNDERGROUND POWER
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GENERAL NOTES
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1. LOCATION OF SOLAR ARRAY PV SYSTEM IS APPROXIMATE AND SHALL LOCATION OF SOLAR ARRAY PV SYSTEM IS APPROXIMATE AND SHALL BE COORDINATED WITH REFUGE MANAGER AND ENGINEER FOR FINAL LOCATION. CONTRACTOR SHALL STAKE CORNER LOCATIONS OF SOLAR PANELS AND EQUIPMENT NOT LESS THAN 14 DAYS PRIOR TO COMMENCING WORK IN THIS AREA AND SHALL NOTIFY THE ENGINEER WHEN STAKING HAS BEEN COMPLETED. ENGINEER SHALL VISIT THE SITE TO REVIEW STAKED LOCATIONS AND APPROVE LOCATION OR REQUEST A SHIFT OF THE PROJECT LOCATION IN THE GENERAL AREA. CONTRACTOR SHALL ASSUME THAT IF A SHIFT IN LOCATION IS REQUESTED, ALL PROJECT IMPROVEMENTS WILL SHIFT AN EQUAL MAGNITUDE AND DIRECTION AND THAT THE RELATIVE LAYOUT AND ORIENTATION OF PROJECT ELEMENTS WILL REMAIN UNCHANGED. REQUEST FOR A SHIFT IN THE LOCATION OF SOLAR EQUIPMENT SHALL NOT BE CONSIDERED GROUNDS FOR ADDITIONAL COMPENSATION UNLESS MATERIAL QUANTITY INCREASES BY MORE THAN 5.0% AS A RESULT OF THE SHIFT LOCATION. 2. ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO THE SOLAR PV ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO THE SOLAR PV PANEL, 62.5KVA INVERTERS, AND SOLAR PANELS SHALL BE MOUNTED TO A STAINLESS STEEL UNISTRUT OR APPROVED EQUAL RACKING SYSTEM. RACKING SYSTEM FOOTINGS SHALL BE DESIGNED TO SUPPORT EQUIPMENT AND SHALL BE AT LEAST 36 INCHES DEEP DUE TO FROST DEPTH. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, CONNECTION, PERMITTING, AND COMMISSIONING OF THE SOLAR SYSTEM WITH THE LOCAL UTILITY COMPANY (ROCKY MOUNTAIN POWER), SEE SPECIFICATIONS.
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CAMAS CREEK
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GENERAL NOTES
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1. LOCATION OF SOLAR ARRAY PV SYSTEM IS APPROXIMATE AND SHALL LOCATION OF SOLAR ARRAY PV SYSTEM IS APPROXIMATE AND SHALL BE COORDINATED WITH REFUGE MANAGER AND ENGINEER FOR FINAL LOCATION. CONTRACTOR SHALL STAKE CORNER LOCATIONS OF SOLAR PANELS AND EQUIPMENT NOT LESS THAN 14 DAYS PRIOR TO COMMENCING WORK IN THIS AREA AND SHALL NOTIFY THE ENGINEER WHEN STAKING HAS BEEN COMPLETED. ENGINEER SHALL VISIT THE SITE TO REVIEW STAKED LOCATIONS AND APPROVE LOCATION OR REQUEST A SHIFT OF THE PROJECT LOCATION IN THE GENERAL AREA. CONTRACTOR SHALL ASSUME THAT IF A SHIFT IN LOCATION IS REQUESTED, ALL PROJECT IMPROVEMENTS WILL SHIFT AN EQUAL MAGNITUDE AND DIRECTION AND THAT THE RELATIVE LAYOUT AND ORIENTATION OF PROJECT ELEMENTS WILL REMAIN UNCHANGED. REQUEST FOR A SHIFT IN THE LOCATION OF SOLAR EQUIPMENT SHALL NOT BE CONSIDERED GROUNDS FOR ADDITIONAL COMPENSATION UNLESS MATERIAL QUANTITY INCREASES BY MORE THAN 5.0% AS A RESULT OF THE SHIFT LOCATION. 2. PANEL QUANTITIES AND SIZES ARE SHOWN FOR INFORMATION ONLY. PANEL QUANTITIES AND SIZES ARE SHOWN FOR INFORMATION ONLY. ALTERNATIVE CONFIGURATIONS MAY BE ACCEPTABLE, PROVIDED THE SYSTEM PRODUCES 450,000 KILOWATT-HOURS PER YEAR AS CALCULATED UTILIZING THE NREC.GOV CALCULATOR. 3. ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO THE SOLAR PV ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO THE SOLAR PV PANEL, 62.5KVA INVERTERS, AND SOLAR PANELS SHALL BE MOUNTED TO A STAINLESS STEEL UNISTRUT OR APPROVED EQUAL RACKING SYSTEM. RACKING SYSTEM FOOTINGS SHALL BE DESIGNED TO SUPPORT EQUIPMENT AND SHALL BE AT LEAST 36 INCHES DEEP DUE TO FROST DEPTH. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, CONNECTION, PERMITTING, AND COMMISSIONING OF THE SOLAR SYSTEM WITH THE LOCAL UTILITY COMPANY (ROCKY MOUNTAIN POWER), SEE SPECIFICATIONS. 5. FENCE TO BE PLACED AT LEAST 6' BUT NOT MORE THAN 8' FROM FENCE TO BE PLACED AT LEAST 6' BUT NOT MORE THAN 8' FROM PANELS AND EQUIPMENT AROUND PERIMETER OF INSTALLATION. 6. ALL VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE ALL VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND SEEDED WITH NATIVE GRASSES IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
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6' GATE
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WIRE FENCE
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FENCE & WORK AREA LIMIT, SEE NOTE 5
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UNDERGROUND POWER TO ROCKY MOUNTAIN POWER GRID TIE
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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REV.
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DATE
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DESCRIPTION
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BY
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SHEET __ OF __
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ORIGINAL DRAWING
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NOT ONE INCH
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ON THIS SHEET
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ACCORDINGLY, IF
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ADJUST SCALES
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ONE INCH ON
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THIS BAR IS
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CAMAS NWR
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CM
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CM
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1R-ID-211-089--2.0
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DETAILS
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SWK
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METAL POST
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9 GAUGE WIRE STAYS BETWEEN POSTS
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HINGE SIDE
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LATCH SIDE
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METAL TERMINAL BRACE SHOWN
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VERTICAL STAYS (SEE TABLE)
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16 GAUGE, 1.66" O.D. STEEL TUBING FRAME & HORIZONTAL BARS
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GATE GROUNDING (SEE NOTE 2)
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2" TO 4"
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MIN. FOUR HORIZ. BRACES
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OVERSIZED HINGE POST SEE NOTES 3 & 4
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GATE
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GATE
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EXAMPLE OF ROD GROUNDING
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EXAMPLE OF FENCE GROUNDING
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FLEXIBLE CONNECTING CABLE
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FLEXIBLE CONNECTING CABLE
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HINGE SIDE
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HINGE SIDE
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MINIMUM 8' X " 58" GROUNDING ROD
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GATE HORIZONTAL BRACE TABLE
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GATE TYPE
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GATE HEIGHT
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NO. OF HORIZ. BRACES
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TYPE 1A
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GATE VERTICAL STAY TABLE
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GATE TYPE
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GATE WIDTH
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NO. OF VERT. STAYS
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TYPE 1A
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4' TO 6'
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8' TO 12'
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14' TO 16'
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GATE GROUNDING TABLE
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FENCE DIST. FROM TRANSMISSION LINE
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GROUNDING TYPE
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ROD
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FENCE
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ROD
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FENCE
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FENCE
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SEE NOTE 1
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MINIMUM 8' X " 58" GROUNDING ROD
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WIRE AND WIRE MESH FENCE GROUNDING TABLE
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FENCE DIST. FROM TRANSMISSION LINE
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GROUNDING INTERVAL
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FENCE DETAIL
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NOT TO SCALE
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WIRE FENCE
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GROUNDING DETAIL
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GATE DETAIL
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GATE GROUNDING DETAILS
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NOTES
1. GROUND WIRE AND WIRE MESH FENCES THAT ARE NEAR POWER GROUND WIRE AND WIRE MESH FENCES THAT ARE NEAR POWER TRANSMISSION LINES OR THAT PASS UNDER TRANSMISSION LINES. SEE THE WIRE FENCE GROUNDING TABLE AND THE WIRE FENCE DETAIL. TO GROUND, CONNECT EACH FENCE WIRE TO 6 GAUGE BRAIDED GROUND CABLE WITH SPLIT BOLT CABLE CONNECTORS. 2. GROUND GATES THAT ARE NEAR POWER TRANSMISSION LINES OR GROUND GATES THAT ARE NEAR POWER TRANSMISSION LINES OR THAT PASS UNDER TRANSMISSION LINES. GROUND BY CONNECTING THE HINGE SIDE OF THE GATE TO THE FENCE OR TO THE FENCE AND A GROUNDING ROD. SEE THE GATE GROUNDING TABLE AND GATE GROUNDING DETAILS. ENSURE THAT THE GATE IS GROUNDED WITH A FLEXIBLE COPPER CABLE. 3. CONSTRUCT MATCHING METAL BRACES ON BOTH SIDES OF THE GATE CONSTRUCT MATCHING METAL BRACES ON BOTH SIDES OF THE GATE OPENING. MODIFY THE TERMINAL BRACE ON THE HINGE SIDE. 4. GATE: GATE: A. USE A MODIFIED METAL POST ON THE HINGE SIDE. USE A 4" USE A MODIFIED METAL POST ON THE HINGE SIDE. USE A 4" DIAMETER, 7'6" METAL TUBE. SET THE POST IN AN 18" SQUARE OR ROUND FOUNDATION. B. ENSURE THAT THE HINGES ON GATES WIDER THAN 10' HAVE ENSURE THAT THE HINGES ON GATES WIDER THAN 10' HAVE LEVELING THREADS ON A " DIAMETER OR LARGER ROD. 34" DIAMETER OR LARGER ROD. C. ENSURE THAT THE LATCHES ARE LOCKABLE. ENSURE THAT THE LATCHES ARE LOCKABLE. D. CLEAR THE GROUND NEAR THE GATE SO THAT THE GATE CAN CLEAR THE GROUND NEAR THE GATE SO THAT THE GATE CAN SWING 90° IN EACH DIRECTION
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