Amendment_2_-_Lakesite_Solar_Arrays_-_Issued_0002.pdf

(x)

140L3624Q0013 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

LMA

BILLINGS MT 59101

5001 SOUTHGATE DR.

BLM MT-STATE OFC(MT935)

03/18/20240002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

02/23/2024

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project Title: Lake Site Photovoltaic Arrays, Montana

See Page 2 of 39 for changes incorporated by this Amendment.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Christine Mundt

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation No: 140L3624Q0013 PROJECT DESCRIPTION: Lake Site Photovoltaic Arrays

Amendment No. 0002

Description of Changes - This amendment incorporates the following information:

1. In Section J, remove Attachment 1 “Statement of Work (SOW) and Technical Specifications for Lake Site Photovoltaic Arrays – January 2024” in its entirety and replace with the revised Attachment 1 “Statement of Work (SOW) and Technical Specifications for Lake Site Photovoltaic Arrays – March 2024.”

2. In Section J, remove Attachment 2 “Lakesite Photovoltaic Systems Technical Drawings” in its entirety and replace with the revised Attachment 2 “Lakesite Photovoltaic Systems Technical Drawings 03-18-24.”

3. In Section J, add the new Attachment 6 “Devil’s Elbow Meter Reading E1.1” in its entirety.

4. In Section J, add the new Attachment 7 “Devil's Elbow Meter Reading E1.2” in its entirety.

5. In Section J, add the new Attachment 8 “Holter Lake Meter Reading E2.1” in its entirety.

6. In Section J, add the new Attachment 9 “White Sandy Meter Reading E3.1” in its entirety.

7. In Section J, add the new Attachment 10 “Log Gulch Meter Reading E4.1” in its entirety.

8. In Section J, add the new Attachment 11 “Lakesite PV Photos.” The Government is providing access to the following Google Drive folder so that interested offerors can view photographs for this project.

9. For informational purposes only, the Government is providing the Site Visit Attendance Records from the organized site visit that the Government held on February 27, 2024, at 10:00 am Mountain Time.

10. The Government is providing the attached Questions received from interested offerors and the associated Answers provided by the Government.

Acknowledgement - See Block 11 above regarding how to acknowledge this amendment. The Government must receive the acknowledgement at the place designated for receipt of offers (See Block 8 of the Standard Form 1442).

Proposal Response Date - The hour and date for receipt of quotations has been extended to 5:00 pm Mountain Time on Tuesday, April 2, 2024.

Third Party – If you have given a copy of the solicitation to someone else, please forward this amendment accordingly.

https://drive.google.com/drive/folders/1MCTZRAu-jzjVmYZaOydLWqYu00nrFYkH?usp=share_link

STATEMENT OF WORK (SOW) AND TECHNICAL SPECIFICATIONS

FOR

LAKE SITE PHOTOVOLTAIC ARRAYS

AT

BLM’S BUTTE FIELD OFFICE

MARCH 2024

I. DESCRIPTION OF SERVICES

Work effort consists of furnishing materials, labor, and equipment necessary for the installation of four grid-direct photovoltaic systems within the BLM’s Butte Field Office, located in Lewis and Clark County, MT. This contract is for a complete turnkey project including system design, permitting, and coordination with utility provider, in addition to all materials, equipment and labor necessary for installation of the systems. The Contractor will be required to provide documentation showing the photovoltaic systems generation capacity as follows:

• Devil’s Elbow Campground: 20,000 kWh annually

• Holter Lake Campground: 10,000 kWh annually

• White Sandy Campground: 11,000 kWh annually

• Log Gulch Campground: 11,000 kWh annually

The arrays shall be located on the roof of an existing structure where feasible. Ground mounted arrays will be allowed if roofs are not adequate for loads or generation capacity. These locations shall be identified by the BLM prior to installation. Final work product shall be in conformance with all requirements found in this SOW.

A. Place of Performance: Locations – BLM Recreation Sites

• Devil’s Elbow Campground, 5988 York Rd, Helena, MT 59602

• Holter Lake Campground, 1380 Beartooth Rd, Wolf Creek, MT 59648

• White Sandy Campground, 6563 Hauser Dam Rd, Helena, MT 59602

• Log Gulch Campground, 2205 Beartooth Rd, Wolf Creek, MT 59648

B. Bidder Requirements: Bidder must have a registered and active account in the System of

Award Management (SAM) and be licensed through NABCEP PVIP to perform photovoltaic installation in the state of Montana. A pre-bid meeting will be held on site prior to award.

Bidder attendance is highly encouraged. Contractor questions and answers from the meeting will be attached to the final solicitation.

C. Site Conditions: The work is located in recreation areas accessed by maintained roads.

Power, water, and restrooms are provided on-site. Contractor personnel may camp in the vicinity of the project free of charge when actively working on the site. Arrangements should be coordinated at least 10 calendar days in advance with BLM personnel. All vehicles and equipment shall be confined to previously disturbed areas.

D. Period of Performance: Performance time for this task order is 180 calendar days from the date “Notice to Proceed” is awarded. Once the work is started, the Contractor is expected to proceed with the work in a continuous and diligent manner until the work is complete. Days of work are limited to Monday – Friday (Excluding Federal holidays) between the hours of 7:00 AM and 6:00 PM, unless otherwise arranged in advance with the Contracting Officer.

• On-Site Investigation / Scoping Meeting (10 calendar days into performance):

Initiate and conduct an on-site investigation and meeting with the BLM. The purpose of the meeting is to preview the site, interview the client on overall expectations for the site, and generally discuss plans for the design effort.

• Conceptual Site Design and Detailed Design Development of Site Elements (20 calendar days into performance): Provide electronic copy of Conceptual Design documents for Government review. Be prepared for a conference call meeting to discuss project with utility provider (NW Energy). Include the following:

o Additional information request, if needed o Conceptual Design Drawings with site plan including overall dimensions o Detailed specifications on photovoltaic array, inverter type, and mounting system

E. Technical Requirements: See section III

II. GENERAL INFORMATION

1. PAYMENT

A. Bid price shall be one (1) lump sum amount that includes the cost of all labor, equipment, & materials required to perform the work plus any and all costs associated with overhead, profit, etc.

2. GENERAL CONDITIONS

A. Scope of Services: The project includes furnishing all supervision, management, labor, materials, and equipment. Construction equipment shall be in good working order and shall be operated safely at all times.

B. Safety and Liability: Government assumes no responsibility for injuries or damages suffered by Contractor, its officers, agents or employees, while engaged in the performance of this Contract. Contractor agrees to take reasonable measures to provide for the safety and security of its own workforce, and for the safety and security of all others present at the work site while engaged in the performance of this Contract. The contractor shall assume any liability for any injury incurred by contractor personnel while working on site.

C. Site Clean-up and Restoration: The contractor shall ensure the work site and areas around the work site are free of any debris and materials upon completion of work each day, as well as at the completion of the job. Contractor shall remove and properly dispose of all materials and equipment at the completion of the job.

D. Warranty: The Contractor warrants that the work performed under this Agreement conforms to the contract requirements and is free from any defect in equipment, material, design, finish or workmanship performed by or the responsibility of the Contractor.

i. Warranty shall include any damage to roofs regarding live loads created by the PV system as all structural loading calculations will be the responsibility of the Contractor.

3. SUBMITTALS

A. Bidder shall submit, with bid, information on any certifications pertaining to the work involved

B. Manufacturer’s Product Data: Submit copies of the manufacturer’s descriptive data.

4. INFORMATION FOR BIDDERS

A. Existing Site Plan for reference (Refer to Plans)

B. Vicinity Map (Refer to Plans)

C. Additional Information (utility bills, energy usage data, etc. available after contract has been awarded)

III. TECHNICAL REQUIREMENTS

1. PROJECT COMPONENTS

A. Design and installation of a roof-mounted photovoltaic system (modules, microinverters or optimizers w/string inverter, wiring, and breakers) able to produce yearly power generation for the following locations:

i. Devil’s Elbow Campground: 20,000 kWh annually

ii. Holter Lake Campground: 10,000 kWh annually

iii. White Sandy Campground: 11,000 kWh annually

iv. Log Gulch Campground: 11,000 kWh annually

B. 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.

C. System design must be submitted and approved through local utility provider’s application/approval program for photovoltaic arrays

D. System must be installed by a licensed NABCEP PVIP photovoltaic installer

E. Mounting system functional with the existing roof type (low-slope, corrugated metal roofing, shingles)

F. Installed grounding, wiring, and overcurrent protection consistent with current National Electric Code (NEC), International Residential Code (IRC), and International Energy Conservation Code (IECC)

G. Design shall include a complete set of construction documents, including drawings, specifications, cost estimate, and performance time.

H. Roof loading calculations. BLM will provide all truss design information available for calculations.

2. SITE ASSESSMENT AND PLAN PROPOSAL

A. Perform site survey and assessment of current utility connection

i. Calculated roof loading capacity for proposed arrays

B. Submit application of proposed photovoltaic system to local utility company for permit approval process. Application components found at https://northwesternenergy.com/clean-energy/our-environmental-projects/private-generation and must include the following:

i. Site plan

ii. One-line drawing of proposed system

iii. Picture of existing meter

3. SYSTEM COMPONENTS

A. Photovoltaic Array

i. Utilize premium modules with nominal power generation capacity > 375W

ii. Module Efficiency

a. 20% minimum

iii. Submit manufacturer’s product data for system

iv. 15-year minimum warranty on modules

v. Submit calculations indicating the energy produced by the system relative to the total energy demand for the building

B. Mounting System

i. Mounting system must be capable of attaching to existing roofing structure

ii. Mounting system must be capable of withstanding snow and wind loads associated with the current facility

iii. Wind speeds up to 100 mph

iv. Snow load of 30 psf

v. Mounting system must be installed without compromising roof integrity. All holes drilled during installation shall be sealed and impermeable after construction completion.

https://www.rockymountainpower.net/savings-energy-choices/customer-generation.html https://www.rockymountainpower.net/savings-energy-choices/customer-generation.html

C. Microinverters or Optimizers w/String Inverters

i. Grid-direct inverter type with maximum power point tracking (MPPT) capabilities

ii. Complies with limits expressed in IEEE 1547 and UL 1741

iii. Built-in ground fault protection device (GFP)

D. Remote Monitoring System

i. Built-in display with internet-based monitoring capabilities

ii. Must be compatible with inverters installed and communicate via modbus

iii. Starlink Wifi exists at Devil’s Elbow, Log Gulch, and Holter Lake Sites. Hughes Net Wifi exists at White Sandy. Install system that communicates wirelessly via these providers

a. If the wireless signal is too poor to transmit information wirelessly, install a monitoring system capable of communicating via cellular network.

E. Meter

i. Coordinate with utility provider to remove and replace existing meter with unit compatible with photovoltaic system

F. Electrical

i. Installed grounding, wiring, and overcurrent protection consistent with current National Electric Code (NEC), International Residential Code (IRC), and International Energy Conservation Code (IECC)

G. Signage

i. Placards must be in accordance with utility provider and NEC regulations

4. INSPECTION

A. System inspection must be completed in accordance with utility provider requirements

i. Verify proper operation in all modes of system operation by testing. Verify proper operation under a wide range of conditions to verify energy delivery as calculated for those conditions.

ii. Comply with ASTM E1799- Standard Practice for Visual Inspections of Photovoltaic Modules.

END OF SECTION

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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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(DESIGNED BY: GJA DRAWN BY: GJA CHECKED BY: CM APPROVED BY: LB)

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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

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HOLTER LAKE CAMPGROUND

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DEVILS ELBOW CAMPGROUND

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WHITE SANDY CAMPGROUND

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LOG GULCH CAMPGROUND

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SYMBOL

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DESCRIPTION

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SYMBOL

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DESCRIPTION

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INTERSTATE HIGHWAY

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U.S. HIGHWAY

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STATE CAPITOL

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BLM STATE OFFICE

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BLM DISTRICT OFFICE

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STATE HIGHWAY

C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT

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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

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C#

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C# HORZ SCALE: 1" = #'

VERT SCALE: 1" = #'

CROSS SECTION

SD

12.34%

ELECTRICAL

EXISTING PROPOSED

ELECTRIC UNDERGROUND

ELECTRIC OVERHEAD

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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 20,000 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 or optimizers w/string inverter, 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.

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 10000

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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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.

P

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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 or optimizers w/string inverter, 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)

G

A

R

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G

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ADDITIONAL ROOF MOUNT

PV LOCATION

EXT. LIGHT FIXT.

48'

15'-2"

14'-9"

8'

29 GA HIP/RIDGE CAP

48'

C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT

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HOLTER LAKE - ELEVATION SOUTH

NO SCALE

HOLTER LAKE - ELEVATION EAST

NO SCALE

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RAMP TO ROAD

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40'-1"

48'

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DISTRIBUTION PANEL (D2.1)

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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0 10 20

FULL SCALE (22" X 34") 1 IN . = 10 FT.

HALF SCALE (11" X 17") 1 IN . = 20 FT.

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 or optimizers w/string inverter, 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'

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1'

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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"

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WHITE SANDY GARAGE ELEVATION - FRONT

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

GARAGE ROOF MOUNTED SOLAR CONCEPTUAL

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 or optimizers w/string inverter, 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

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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

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(DESIGNED BY: GJA DRAWN BY: GJA CHECKED BY: CM APPROVED BY: LB)

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C:\USERS\GANDERSON\ONEDRIVE - DOI\DOCUMENTS\PROJECTS\LAKESITE PHOTOVOLTAICS\DWG\06_IMPROVEMENT

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SINGLE LINE DIAGRAM

NO SCALE

PHOTOVOLTAIC MODULE

GROUNDING

WIRE

DISTRIBUTION

BOX

TWO-WAY UTILITY METER

MICROINVERTER

COMBINER

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AC STRING

LOADS < 600 V

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Starting Date Ending Date Consumption Cons. Unit Cost Cons. Total Cost Demand (kW) Dem. Cost Dem. Tot. Cost Other Charges Tax1 Total Bill ID Comment Late Charges Ave Yearly Consumption

Ave Monthly Consumption

Ave Daily Consumption

2024-01-11 2024-02-09 6,661 0 838.99$ 0 0 0 6 -$ 945.98$ 333,886 0 33538.88372 2,795 93.16356589 2023-11-09 2023-12-07 3,383 0 429.96$ 0 0 0 6 -$ 520.35$ 331,556 0 2023-10-11 2023-11-08 2,668 0 326.15$ 0 0 0 6 -$ 401.96$ 329,505 0 2023-09-12 2023-10-10 1,182 0 146.94$ 0 0 0 6 -$ 184.41$ 328,667 0 2023-08-10 2023-09-11 1,976 0 249.75$ 0 0 0 6 -$ 308.37$ 327,476 0 2023-07-11 2023-08-09 1,819 0 229.91$ 0 0 0 6 -$ 284.35$ 326,145 0 2023-06-09 2023-07-10 1,660 0 209.76$ 0 0 0 6 -$ 259.96$ 325,235 0 2023-05-09 2023-06-08 1,352 0 170.81$ 0 0 0 6 -$ 212.82$ 323,889 0 2023-04-08 2023-05-08 1,560 0 197.08$ 0 0 0 6 -$ 244.62$ 322,161 0 2023-03-10 2023-04-07 3,351 0 423.36$ 6 518.59$ 320,818 2023-01-11 2023-02-08 4,539 0 573.47$ 6 700.33$ 315,076 2022-12-08 2023-01-10 6,567 0 829.69$ 6 981.04$ 315,237 2022-11-09 2022-12-08 6,977 0 881.48$ 6 914.42$ 315,366 2022-10-11 2022-11-08 2,217 0 280.09$ 6 330.82$ 292,423 2022-09-10 2022-10-10 695 0 29.70$ 6 35.70$ 290,905 2022-08-10 2022-09-09 993 0 40.08$ 6 46.08$ 289,620 2022-07-12 2022-08-09 915 0 36.95$ 6 42.95$ 287,967 2022-06-10 2022-07-11 991 0 40.14$ 6 46.14$ 286,421 2022-05-10 2022-06-09 1,659 0 67.31$ 6 73.31$ 284,661 2022-04-08 2022-05-09 3,722 0 151.01$ 6 157.01$ 283,630 2022-03-10 2022-04-07 2,879 0 116.12$ 6 122.12$ 282,666 2022-02-08 2022-03-09 4,849 0 518.03$ 6 631.19$ 280,953 2022-01-12 2022-02-07 4,805 0 516.69$ 6 630.00$ 279,676 2021-12-10 2022-01-11 7,018 0 784.10$ 6 960.08$ 278,617 2021-11-09 2021-12-09 3,012 0 119.19$ 6 125.19$ 278,334 2021-10-09 2021-11-08 2,140 0 84.69$ 6 90.69$ 276,766 2021-09-10 2021-10-08 1,190 0 47.09$ 6 53.09$ 275,564 2021-08-10 2021-09-09 1,116 0 116.49$ 6 147.94$ 274,026 2021-07-10 2021-08-09 1,455 0 151.87$ 6…