C-2 Attachment 3 Pole Barn Plans.pdf
PDF 14 MB Posted
- Attached to
- Kenai Lake Work Center Storage and Security Federal contract opportunity
- Solicitation number
- 1240BJ26Q0003
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a construction design package for the Kenai Lake Work Center Pole Barn project at the Chugach National Forest in Alaska, prepared by the U.S. Department of Agriculture Forest Service, Region 10. The project involves construction of a 5,000 square foot pole barn (125 feet long by 40 feet wide) with a finish floor elevation of 458.00 feet at the Seward Ranger District's Kenai Lake facility near Moose Pass, Alaska. The design is organized into a phased approach with the pole barn scheduled as Phase Four, consisting of construction of a concrete slab and pole barn structure (Phase 4A) and optional perimeter fence installation (Phase 4B), with future provisions for a second pole barn and heated storage buildings in subsequent phases.
The construction documents include comprehensive architectural, structural, and electrical design drawings with specifications for a metal-sided pole barn with metal roofing, concrete slab foundation, and basic utility connections. Key design requirements include wind loads at 149 mph, snow loads, seismic design per Alaska standards, and compliance with the 2012 International Building Code as modified by Alaska. The project requires coordination with Seward Electric for electrical service relocation and new utility connections, installation of security fencing (Option Item 1), grading and drainage work, and protection of existing utilities including water main, sewer, electrical, and telecommunications infrastructure. All gravel stripped during site preparation must be stockpiled for reuse, and the contractor must obtain required local, state, and federal permits. The construction schedule and phasing are dependent on separate project funding allocations and future heated storage building construction.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C-4 Seward Electric Estimate.pdf | ||
| C-2 Attachment 3-2 Updated Location and Drainage.pdf | ||
| C-2 Attachment 8 Geotechnical Memo.pdf | ||
| C-3 QA 1240BJ26Q0003.docx | DOCX document | |
| C-3 QA 1240BJ26Q0003.docx | DOCX document | |
| C-2 Attachment 4 Map.jpg | JPG image | |
| C-2 Attachment 6 Quote.docx | DOCX document | |
| C-1 RFQ 1240BJ26Q0003 - Kenai Lake Work Center Storage and Security.pdf | ||
| C-2 Attachment 3-1 Updated Phasing Plan.pdf | ||
| C-2 Attachment 7 Bid Bond SF24.pdf | ||
| C-2 Attachment 1 SOW.pdf | ||
| C-2 Attachment 5 Wage Determination Construction.pdf | ||
| C-2 Attachment 2 Specifications.pdf |
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Text version
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE, REGION 10
SEWARD RANGER DISTRICT
CHUGACH NATIONAL FOREST
MOOSE PASS, ALASKA
CONSTRUCTION PLANS FOR:
KENAI LAKE WORK CENTER:
POLE BARNN:\LOGOS\LOGOS\USFS\USFS_Logo.jpg
ENGINEERS
PLANNERS
SURVEYORS
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VICINITY MAP
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PROJECT LOCATION
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DATE
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DIRECTOR OF ENGINEERING
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APPROVED BY:
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DISTRICT RANGER
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RECOMMENDED BY:
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FOREST SUPERVISOR
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RO FACILITIES PROGRAM MANAGER
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RECOMMENDED BY:
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FOREST ENGINEER
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RECOMMENDED BY:
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CHUGACH NATIONAL FOREST
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LOCATION MAP
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PROJECT LOCATION
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ALASKA REGION
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SEWARD RANGER DISTRICT
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CHUGACH NATIONAL FOREST
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ALASKA REGION
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GENERAL NOTES,
LEGEND, AND
ABBREVIATIONS
C1.1
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
SHEET INDEX
SHEET NO.
SUB SHEET
NO.
SHEET TITLE
1 POLE BARN COVER
2 C1.1 GENERAL NOTES, LEGEND, AND
ABBREVIATIONS
3 C1.2 PHASING PLAN
4 C1.3 SURVEY CONTROL POINTS MAP
5 C1.4 SURVEY CONTROL POINTS TABLE
6 C1.5 EXISTING CONDITIONS AND DEMOLITION
7 C2.0 SITE LAYOUT
8 C2.1 GRADING & DRAINAGE
9 C2.2 SITE DETAILS
10 A2.1 FLOOR PLAN
11 A2.2 ROOF PLAN
12 A3.1 EXTERIOR ELEVATIONS
13 A3.2 EXTERIOR ELEVATIONS
14 A3.3 BUILDING SECTIONS
15 A3.4 WALL SECTIONS
16 A8.1 DETAILS
17 S1.0 STRUCTURAL GENERAL NOTES
18 S1.1 TYPICAL DETAILS
19 S2.1 FOUNDATION AND FIRST FLOOR PLAN
20 S2.2 SLAB JOINT PLAN
21 S3.1 FOUNDATION DETAILS
22 E0.1 ELECTRICAL LEGEND AND SCHEDULES
23 E1.1 ELECTRICAL SITE PLANS
24 E2.1 ELECTRICAL PLANS
25 E3.1 PANEL SCHEDULE AND DETAILS
6960.021_PB_GENERAL SHEETS.dwg
1. SANITARY SEWER SERVICE PIPE TO BE 4" SDR 35 PVC UNLESS OTHERWISE NOTED ON THE DRAWING
SHEETS.
2. WATER SERVICE PIPE TO BE 1" HDPE UNLESS OTHERWISE NOTED ON THE DRAWING SHEETS.
3. EXISTING ELECTRIC LINES ARE OWNED BY SEWARD ELECTRIC, (907)244-4073 AND TELEPHONE LINES ARE
OWNED BY TEL ALASKA UNLESS OTHERWISE NOTED, (907)224-5224. CONTRACTOR TO COORDINATE WITH
SEWARD ELECTRIC, TEL ALASKA, OR OTHER PRIVATE UTILITY COMPANIES WITH ASSISTANCE FROM USFS
FOR ANY RELOCATE SERVICES REQUIRED.
4. FLOOR DRAINS TO HAVE A SEPARATE SEWER SERVICE THROUGH AN OIL-SAND SEPARATOR AND THEN
CONNECT INTO THE SANITARY SEWER SERVICE FROM THE BUILDING. FLOOR DRAINS ARE FOR RAIN AND
SNOW MELT ONLY. NO VEHICULAR MAINTENANCE IS TO BE PERFORMED IN THE HEATED STORAGE
BUILDING.
5. DO NOT DAMAGE ANY TREES (LARGER THAN 6" DIA.) OR TREE ROOT SYSTEMS WITHOUT PRIOR USFS
APPROVAL.
6. DIGITAL CONTRACT DOCUMENT DEPICTING COORDINATES FOR ALL DESIGN ELEMENTS ARE AVAILABLE
UPON REQUEST.
7. THE LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE
TYPE, SIZE, AND LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO
CALL "DIG LINE" 811 FOR UTILITY LOCATES OR CALL 907-278-3121 PRIOR TO CONSTRUCTION.
8. ANY UTILITIES ENCOUNTERED IN THE TRENCH THAT ARE NOT TO BE ABANDONED ARE TO BE RESTRAINED
AND PROTECTED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED. ALL UNDERGROUND POWER
AND TELEPHONE LINES ARE ASSUMED TO BE BURIED AT 30" DEPTH.
9. CONTRACTOR TO OBTAIN A STORM WATER PERMIT PER SPECIFICATION SECTION 01 50 00
10. THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION AND OBTAINING OF ALL LOCAL, STATE AND
FEDERAL PERMITS ASSOCIATED WITH THE CONSTRUCTION OF THE ITEMS SHOWN ON THE PLANS AND
SPECIFICATIONS.
11.DISPOSAL: A WASTE DISPOSAL SITE IS AVAILABLE AT THE PROJECT SITE. ITS LOCATION WILL BE
DESIGNATED BY THE CO. PROJECT WASTE DISPOSAL SHALL OCCUR IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
12.DUST ABATEMENT: DURING CONSTRUCTION THE CONTRACTOR SHALL APPLY WATER TO ALL EXPOSED
AREAS TO KEEP DUST DOWN.
13. ALL CONSTRUCTION SLASH AND STUMPS SHALL BE REMOVED & DISPOSED OF BY CONTRACTOR FROM
FOREST SERVICE LANDS.
14. ALL GRAVEL FOR THIS PROJECT SHALL BE OBTAINED FROM A CERTIFIED WEED FREE SOURCE.
15. TOPSOIL WILL BE REMOVED WITHIN CONSTRUCTION LIMITS AND STOCKPILED. PLACE TOPSOIL ON
DISTURBED AREAS AND AREAS DESIGNATED TO BE VEGETATED.
16. SELECT BORROW FROM EXISTING SOURCE AS SHOWN ON THE PLANS IS TO BE USED FOR EMBANKMENT.
17.EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH FIELD
VERIFICATION & EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
EXISTING CONDITIONS, SIZES, QUANTITIES, AND TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE
CONSTRUCTION, ORDERING, AND INSTALLATION OF ANY COMPONENT. NOTIFY CONTRACTING OFFICER
IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS.
18.DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS
EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES AND TECHNIQUES FOR THE
EXTENT AND TYPE OF WORK DESCRIBED HEREIN.
19.DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT
EXIST OR IS IN ERROR, CONTACT THE CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN
CLARIFICATION.
20. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS. THE CONTRACTOR
SHALL REVIEW THE SITE PLANS AND DETERMINE THE CONDITIONS WITH REGARD TO THE EXISTENCE OF
ROADWAYS, TREES, BOULDERS, SIDEWALKS, UTILITIES AND OTHER SITE IMPROVEMENTS AND
MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING
PROPOSALS.
21. THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN
ON THE CONSTRUCTION DRAWINGS, NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS
UNLESS APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS
MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK.
GENERAL NOTES:
LEGEND - PROPOSED
MAJOR CONTOUR
MINOR CONTOUR
SEWER SERVICE
WATER SERVICE
SEWER CLEANOUT
WS WS WS
SS SS SS
CS
CURB STOP
MAJOR CONTOUR
ROAD - ASPHALT
MINOR CONTOUR
CONCRETE
UNDERGROUND POWER
UNDERGROUND TELEPHONE
UGP
UGT UGT
BUILDING
ELECTRIC METER
LEGEND - EXISTING
ELECTRIC TRANSFORMER/
JUNCTION BOX
TELEPHONE PEDESTAL
X X
FENCE
ES
DRAIN FIELD
SEWER LINE
EW
WATER LINE
SEPTIC TANK
BUILDING
FENCE
X X X X
ABBREVIATIONS
CF CUBIC FEET
CO CONTRACTING OFFICER
CY CUBIC YARD
DIA/Ø DIAMETER
EL/ELEV ELEVATION
FG FINISH GRADE
HAZMAT HAZARDOUS MATERIALS
HDPE HIGH DENSITY POLYETHYLENE
IE INVERT ELEVATION
KLWC KENAI LAKE WORK CENTER
LEO LAW ENFORCEMENT OFFICER
LF LINEAR FEET
MAX MAXIMUM
MIN MINIMUM
OD OUTER DIAMETER
OSHA OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION
PSI POUNDS PER SQUARE INCH
PT POINT
PVC POLYVINYL CHLORIDE
PWR POWER
SCH SCHEDULE
SDR STANDARD DIMENSION RATIO
SET-AC SET-ALUMINUM CAP
SF SQUARE FEET
SRVC SERVICE
SWR SEWER
TYP TYPICAL
WTR WATER
SECTION OR DETAIL IDENTIFICATION SYMBOLS
DETAIL NOTE
A
NTS
DETAIL SHEET REFERENCE
A
C2.9
PLAN SHEET TO DETAIL SHEET REFERENCE
XXXXXXX
C2.9
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0 20 40
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
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POINTS MAP
C1.3
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0 50 100
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
SEE SHEET C1.4 FOR
SURVEY CONTROL TABLE
6960.021_PB_GENERAL SHEETS.dwg
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POINTS TABLE
C1.4
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
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PT3 - Found a 3 ¼” diam. Aluminum USDA Cap inside a 5” diam. PVC casing with aluminum cover in good condition. Cap found approx. 5” below ground. Cap is located near the southeast corner of Flex-housing front lawn approx. 7 ft. West of the gravel road to the
Flex-housing south parking area.. Cap is stamped as shown.
KLWC8
CP8
PT6 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap approx. 1” below the ground. Rebar is located approx. 7 ft. northwest of a gravel loop road near the northwest corner of USS 7398, Lot 1 and approx. 14 ft. from the top of Kenai Lake's east bank.
KLWC10
CP10
PT7 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap flush with the ground. Rebar is located approx. 2 ft. north of the KLWC gravel access road and approx. 2 ft. east of a private gravel road running north into USS 2497.
KLWC11
CP11
PT8 - Set a 2 ½” diam. Aluminum FS Cap on 5/8” diam. x 30” rebar approx. 1” below the ground. Cap is located approx. 44 ft. northeast of the northeast corner of the Crew House Building and approx. 2 ft. west of the curb. Cap is stamped as shown.
KLWC13
CP13
PT9 - Found a 3 ¼” diam. BLM Brass Cap flush with the ground in good condition. Cap set by BLM in 1983 for Corner 2 of USS 7398 Lot 1. Cap is located on the outside curve of the main paved access road into KLWC approx. 8 ft. east of the pavement edge and approx. 2
ft. northeast of a 4x4 wooden post with FS signs 54-2 and 54-9 attached. Cap is stamped as shown.
KLWC15
CP15
PT10 - Set a 2 ½” diam. Aluminum FS Cap on 5/8” diam. x 30” rebar approx. 2” below the ground. Cap is located in the grass approx. 30 ft.
northwest of the northwest corner of the Office Building and approx. 6 ft. east of the curb. Cap is stamped as shown.
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PT 1 - Found a 3 ¼” diam. Aluminum USDA Cap inside a 5” diam. PVC casing with aluminum cover in good condition. Aluminum cover is flush with the gravel surface. Cap is located in the KLWC outside Storage
Area and is marked with an orange carsonite post with a 'survey marker' decal. Cap is stamped as shown.
PT2 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap flush with the ground. Rebar is located in mixed spruce and alder approx. 45 ft. west of the SW corner of the outside storage area.
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KLWC4
CP4
PT4 - Set a 2 ½” diam. Aluminum FS Cap on 5/8” diam. x 30” rebar approx. 2” below the ground. Cap is located in the back yard of the Lake
House approx. 40 ft. southwest of the Northwest House corner and approx. 10 ft. from the edge of the lawn.
Cap is stamped as shown.
KLWC5
CP5
PT5 - Set a 2 ½” diam. Aluminum FS Cap on 5/8” diam. x 30” rebar flush with the ground. Cap is located approx. 25 ft. northwest of the Northwest corner of the KLWC Office Building and 40 ft. west of the flagpole. Cap is stamped as shown.
PT11 - Set a 2 ½” diam. Aluminum FS Cap on 5/8” diam. x 30” rebar flush with the ground. Cap is located approx. 16 ft. south of the southeast corner of the Equipment Storage Building and approx. 1 ft. from the edge of the gravel road to the outside storage area. Cap is stamped as shown.
PT13 - Set a 2 ½” diam. Aluminum FS Cap on 5/8” diam. x 30” rebar approx. 1” below the ground. Cap is located in the grass approx. 5 ft. from the outside curve of the main gravel road and approx.
58 ft. southeast of the southeast corner of the KLWC
Office Building. Cap is stamped as shown.
PT15 - Set a 2 ½” diam. Aluminum FS Cap on 5/8” diam. x 30” rebar approx. 1” below the ground. Cap is located in the grass approx. 40 ft.
northeast of the northeast corner of the Modular Office
Building, approx. 40 ft. southeast of the southeast corner of the Crew House Building and approx. 7 ft.
west of the curb. Cap is stamped as shown.
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PT12 - Set a 5/8” diam. x 8” long Duranail Spike approx. 2” below the road surface. Cap is located in the center of the driveway leading to the Lake House and approx. 5 ft. west of the main gravel road.
PT14 - Set a 5/8" diam. x 8” long Duranail Spike approx. 1” below the gravel road surface. Cap is located near the center of the KLWC gravel parking lot entrance approx. 85 ft. northeast of the northeast corner of the KLWC Office Building.
PT59 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap flush with the ground. The rebar is located in the grass between Kenai Lake and the north Flex Housing Unit
Building gravel parking area. The cap is located approx. 69
ft. northwest of the northwest corner of the Flex Housing
Unit Building and approx. 35 ft. west of the north gravel parking area.
PT50 - Found a ½” diam. Magnail flush with the road pavement. The Magnail is located between the road curbs near a road intersection south of the KLWC main access road and approx. 51 ft. northeast of the northeast corner of the Crew House Building.
PT51 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap approx. 2” below the ground. The rebar is located between two cabins in a cluster of three cabins north of the KLWC Office Building parking area and south of the KLWC gravel access road. Cap is located approx. 16 ft. southwest of the northwest deck corner of the northeastern most cabin.
PT52 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap flush with the ground. The rebar is located approx. 8 ft. northwest of the southwest corner of the
Crew House Building and approx. 9 ft. east of a 5 ft.
diam. above ground fuel tank.
PT53 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap approx. 1” below the ground. The rebar is located in the grass approx. 20 ft. north of the northeast corner of the Warehouse Building and approx. 8 ft. northwest of a 12” diam. utility pole marked 'T21 G'.
PT54 - Set a 1/2” diam. x 1” long Magnail flush with the pavement near the center of large paved parking area. The Magnail is located approx. 4 ft. south of a small gravel section of the parking area, approx. 18 ft.
southeast of the asphalt parking area corner and approx. 85 ft. south of the southeast corner of the
Carpenters Shop Building.
PT55 - Set a 5/8” diam. x 30” rebar with a yellow
FS plastic cap flush with the ground. The rebar is located in the grass southeast of a 4 way intersection approx. 10 ft. south of a gravel road leading to the gas pump and outside storage area and approx. 55 ft. southwest of the southeast corner of the North Dorm Building.
PT56 - Found a 5/8” diam. rebar, slightly bent and flush with the gravel surface. The rebar is located near the southwest corner of the South Dorm
Building gravel parking area and approx. 40 ft.
northwest of the northwest corner of the South
Dorm Building. A FS plastic cap was set on top of the rebar.
PT57 - Set a 5/8” diam. x 30” rebar with a yellow
FS plastic cap flush with the ground. The rebar is located in a cluster of five cabins east of the KLWC
Office Building and southwest of the Modular Office
Building. The cap is located approx. 18 ft.
northwest of the northwest corner of the southeastern most cabin.
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PT58 - Set a 5/8” diam. x 30” rebar with a yellow FS plastic cap flush with the ground. The rebar is located near tree line near the southeast corner of the South Dorm
Building. The cap is located above a small depression approx. 21 ft. southeast of the southeast corner of the
South Dorm Building.
CONTROL TABLE
POINT
STATE PLANE COORDINATES US
Survey Ft
DESCRIPTION
NO. NORTH EAST ELEV.
1 2340660.38 1754151.63 455.5
(SRD3167) 3-1/4" DIAM. USDA ALUM. CAP
2 2340551.62 1754019.86 453.3 5/8" X 30" REBAR w/ YELLOW FS CAP
3 2340518.84 1753821.67 448.7
(SRD3168) 3-1/4" USDA ALUM. CAP
4 2340786.62 1753583.70 450.0 5/8" X 30" REBAR w/ 2-1/2" ALUM.FS CAP
5 2341085.28 1753525.81 450.5 5/8" X 30" REBAR w/ 2-1/2" ALUM.FS CAP
6 2341271.73 1753399.56 442.8 5/8" X 30" REBAR w/ YELLOW FS CAP
7 2341322.60 1753611.64 451.3 5/8" X 30" REBAR w/ YELLOW FS CAP
8 2341290.67 1753887.08 454.8 5/8" X 30" REBAR w/ 2-1/2" ALUM.FS CAP
9 2341356.61 1754180.24 459.6
(S7398) 3-1/4" DIAM. BLM BRASS CAP
10 2341232.33 1754103.82 456.9 5/8" X 30" REBAR w/ 2-1/2" ALUM.FS CAP
11 2340975.81 1754153.33 457.5 5/8" X 30" REBAR w/ 2-1/2" ALUM.FS CAP
12 2340807.71 1753769.08 451.2
5/8" X 8" DURANAIL
13 2340922.18 1753658.43 450.9 5/8" X 30" REBAR w/ YELLOW FS CAP
14 2341136.98 1753639.79 452.5
5/8" X 8" DURANAIL
15 2341149.21 1753887.87 454.9 5/8" X 30" REBAR w/ 2-1/2" ALUM.FS CAP
50 2341288.98 1753900.70 454.9
1/2" MAGNAIL
51 2341249.72 1753711.15 452.6 5/8" X 30" REBAR w/ YELLOW FS CAP
52 2341184.79 1753837.23 454.0 5/8" X 30" REBAR w/ YELLOW FS CAP
53 2341169.02 1754212.81 458.1 5/8" X 30" REBAR w/ YELLOW FS CAP
54 2341099.05 1754030.11 455.2
1/2" X 1" MAGNAIL
55 2340858.34 1753876.82 453.1 5/8" X 30" REBAR w/ YELLOW FS CAP
56 2340699.95 1753840.56 452.1 5/8" REBAR w/ YELLOW FS CAP
57 2340997.66 1753758.15 452.2 5/8" X 30" REBAR w/ YELLOW FS CAP
58 2340604.62 1753917.88 452.5 5/8" X 30" REBAR w/ YELLOW FS CAP
59 2340636.51 1753621.94 448.5 5/8" X 30" REBAR w/ YELLOW FS CAP
6960.021_PB_GENERAL SHEETS.dwg
NOTES:
1. ALL BASE MAPPING HAS BEEN PROVIDED BY THE USFS.
BASE MAPPING WAS COMPLETED IN MAY OF 2016; USFS
PROJECT # 7035-16.
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S.
DW
G;
EXISTING
CONDITIONS AND
DEMOLITION
C1.5
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
HEATED STORAGE
BUILDING TO BE
CONSTRUCTED
UNDER SEPARATE
CONTRACT
EXISTING ELECTRICAL
JUNCTION BOX AND
TRANSFORMER TO BE
RELOCATED BY SEWARD
ELECTRIC BEFORE START
OF CONSTRUCTION
VEGETATION
PROTECT IN PLACE OUTSIDE
OF GRADING BOUNDARY
SOUTH DORM
NORTH
DORM
EQUIPMENT
STORAGE
BUILDING
STORAGE CONTAINERS
EXISTING PUMP HOUSE
FOR WATER DISTRIBUTION
SYSTEM
STORAGE YARD
WATER MAIN
PROTECT IN PLACE
EXISTING HAZMAT
STORAGE
FUELING
STATION
NOTES:
1. ALL GRAVEL STRIPPED FOR SITE
GRADING ADJUSTMENTS IS TO BE
STOCKPILED AND USED FOR FILL OR
SURFACING, UNLESS OTHERWISE NOTED
ON THE PLANS.
3. 3" FIBER CONDUIT TO BE INSTALLED IN
PRIOR PHASE OF WORK FROM KLO
BUILDING TO A NEW PULL BOX
ADJACENT TO THE EXISTING UTILITY
BOXES NEAR THE HAZMAT STORAGE;
CONDUIT TO BE UTILIZED FOR
INTERNET SERVICE TO LIFTMASTER
GATE CONTROLS (SEE SHEET C2.0).
STAGING & STORAGE AREA
4" SEWER STUB
FOR HEATED STORAGE
BUILDING
N
SCALE IN FEET
0 25 50
EXISTING PROPANE
TANK FOR HEATED
STORAGE BUILDING
6960.021_PB_GENERAL SHEETS.dwg
SEWER MAIN
PROTECT IN PLACE
EXISTING UTILITY BOXES; PROTECT IN PLACE
(APPROXIMATE LOCATION FOR NEW FIBER
PULL BOX FOR INTERNET SERVICE FROM KLO
BUILDING TO GATE CONTROLS)
UG
UG
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12FT CHAIN LINK
ROLLING GATE
4' WIDE 6" CONCRETE
APRON
9/1 5/2
1 1 6:
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N_
SH
EE
TS
.D W
G;
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
SITE LAYOUT
C2.0
N
SCALE IN FEET
0 25 50
STORAGE
YARD
EXISTING PUMP HOUSE
FOR WATER DISTRIBUTION SYSTEM
NEW WATER AND SEWER
INFRASTRUCTURE TO BE
CONSTRUCTED BEFORE
HEATED STORAGE
BUILDING
HEATED
STORAGE
(NOT IN
CONTRACT)
POLE BARN
FF=458.00
FUTURE
POLE BARN
(APPROXIMATE
LOCATION)
(NOT IN
CONTRACT)
FUTURE
HEATED
STORAGE
(APPROXIMATE
LOCATION)
(NOT IN
CONTRACT)
DRAINAGE SWALE
TO BE CONSTRUCTED
AS PART OF
SEPARATE CONTRACT
(TYP.)
NORTH DORM
NEW ELECTRICAL LAYOUT
TO BE PROVIDED BY
SEWARD ELECTRIC
GRAVEL
SURFACING
A
C2.2
C
S2.1
127.0'
39.3'
16.0'
6960.021_POLE BARN_SHEETS.dwg
C
C2.2
D
C2.2
AUTOMATIC ROLLING
SECURITY GATE
NOTES:
1. HEATED STORAGE AND FUTURE BUILDINGS TO BE
CONSTRUCTED SEPARATELY; PHASED APPROACHED FOR
CONSTRUCTION TIMELINE CONTINGENT ON PROJECT
SPECIFIC FUNDING. SEE SHEET C1.2 FOR PHASING
PLAN.
2. SECURITY FENCE INSTALLATION (OPTION ITEM 1)
DEPENDANT ON SEPARATE PROJECT PHASING. SEE
SPECIFICATION SECTION 011000.
3. SITE GRADING FOR THE STORAGE YARD DOES NOT
TAKE PLACE UNDER THIS CONTRACT; SEE SHEET C2.1
FOR STORAGE YARD GRADING AND DRAINAGE PLAN.
4. ALL ELECTRICAL RELOCATION WORK UPSTREAM FROM
ELECTRICAL METERS IS TO BE PERFORMED BY SEWARD
ELECTRIC. SEE SHEET E1.1 FOR ELECTRICAL SITE PLAN
FOR PROPOSED ELECTRICAL SERVICE ALIGNMENT. ALL
NEW ELECTRICAL SERVICE WORK IS TO BE
COORDINATED WITH SEWARD ELECTRIC.
CHAINLINK
SECURITY FENCE
CHAINLINK
SECURITY FENCE
437.00'
247.00'
B
C2.2
B
C2.2
GATE CONTROL KEYPAD
ON GOOSENECK POST
MOUNT
SECURITY FENCE NOTES:
1. SECURITY FENCE INSTALLATION (OPTION ITEM 1)
DEPENDANT ON SPECIFIC PROJECT FUNDING; SEE
SPECIFICATION SECTION 011000.
2. SECURITY FENCE TO NOT BE INSTALLED ALONG THE
BACKSIDE OF THE BUILDINGS (BACKSIDE OF
BUILDINGS TO BE FLUSH WITH FENCE); IF SECURITY
FENCE IS AWARDED IN THE POLE BARN PROJECT, THE
SECURITY FENCE SHALL BE REMOVED ALONG THE
BACKSIDE OF THE HEATED STORAGE BUILDING.
3. INTERNET SERVICE TO THE LIFTMASTER SL595 UNIT
TO BE INSTALLED IN PREVIOUSLY INSTALLED 3"
CONDUIT FROM THE KLO BUILDING; CONDUIT TO BE
INSTALLED IN PRIOR PHASE OF WORK.
UGP
UGP
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UGP
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U G T
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UG
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UG
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U G T
U G T
W
W
W W
W W
O H P
O H P
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O H P
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EW
S
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S
S S
S S
S
S
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S S
455.90
456.20
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458.50
458.50
457.87
455.20
455.20
455.50
455.50
454.11
455.27 455.82
457.42
453.33
455.25
459.49
455.67
456.00
457.35
455.79
453.23
454.25
457.60
457.35
455.78
456.14
455.01
454.10
455.15
455.15
457.85
457.85
CS
456.14
455.25
457.10
457.75
-4 .4%
-3 .5
9/1 5/2
1 1 6:
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.F
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IS
F :\6
0.0
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AI
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BA
RN
\69
.02 1_
PO
LE
B
AR
N_
SH
EE
TS
.D W
G;
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
GRADING &
DRAINAGE PLAN
C2.1
N
SCALE IN FEET
0 20 40
NOTES:
1. SITE GRADING FOR STORAGE YARD TO BE
CONSTRUCTED UNDER SEPARATE CONTRACT
(HEATED STORAGE BUILDING - OPTION
ITEM #1).
2. ELEVATIONS SHOWN ARE FOR REFRENCE
ONLY, GRADING TO BE COMPLETED UNDER
SEPARATE CONTACT
3. ALL ELEVATIONS ARE TO FINISH GRADE
UNLESS OTHERWISE NOTED.
EXISTING
HEATED
STORAGE
(OPTION
ITEM #1)
FF = 457.50
POLE BARN
OPTION
ITEM #2
FF = 458.00
FUTURE
POLE BARN
FF = 457.5
FUTURE
HEATED
STORAGE
FF = 457.00
6960.021_POLE BARN_SHEETS.dwg
5/2
1 1 6:
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IS
F :\6
0.0
K
EN
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BA
RN
\69
.02 1_
PO
LE
B
AR
N_
SH
EE
TS
.D W
G;
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OF
SHEET
United States Department of Agriculture Forest Service
(R-10)
REGION TEN
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
September 17, 2021
TJF
TJF
BJE
6960.021
SITE DETAILS
C2.2
GRAVEL SECTION DETAIL
A
NTS
C2.2
LINE POSTS 1
" O.D. WITH
CAP (EPOXY COATED)
6'
10' TYP. 10' TYP.
COIL SPRING
TENSION WIRE 7
GAUGE (TYP), (EPOXY
COATED)
24" EMBEDMENT
10"
END/CORNER POST
" O.D. WITH CAP
(EPOXY COATED)
10"12"
CONCRETE
BASE (TYP)
" RAIL, (TYP)
(EPOXY COATED)
30" EMBEDMENT
CHAINLINK FENCE DETAIL
B
NTS
C2.2
6960.021_POLE BARN_SHEETS.dwg
20' ROLLING GATE
REAR WHEELS
DOUBLE WHEEL
CARRIER
LATCH
30" EMBEDMENT TYP.
6'
PIPE TRACK
BRACKETS
PIPE TRACK BRACKETS
GATE POST 2
" O.D.
WITH CAP
(EPOXY COATED)
2" STEEL MESH 9 GAUGE (TYP)
(GREEN EPOXY COATED)
LOCINOX SILVER CHAIN LINK LOCK KIT,
MODEL NO. LL30USL, OR APPROVED
EQUAL, DOUBLE KEYED (GATE LOCK SHALL
BE KEYED TO THE SAME KEY AS THE
BUILDING)
12" TYP.
CONCRETE
BASE, TYP.
4' PERSONAL GATE
MID RAIL WITH CLAMPS
TENSION BAR
GATE BANDS
GATE POST 2
" O.D. WITH
CAP (EPOXY COATED)
2 PIECE HINGE
40"
CRUSHED BASE
COURSE
CHAINLINK FENCE ROLLING AND PERSONNEL GATE DETAIL
C
NTS
C2.2
288" ROLLING GATE
LATCH
12"
60" EMBEDMENT
6'
CRUSHED BASE
COURSE
AUTOMATIC CHAINLINK CANTILEVER GATE
D
NTS
C2.2
144" CANTILEVER
12"
60" EMBEDMENT
12"
60" EMBEDMENT
CONCRETE
BASE, TYP.
GATE POST
" O.D.
WITH CAP
(EPOXY
COATED)
2" STEEL MESH 9 GAUGE (TYP)
(GREEN EPOXY COATED)
AUTOMATIC GATE NOTES:
1. LIFTMASTER SL595 1-P SLIDE GATE OPERATOR WITH LOOP
DETECTOR OR APPROVED EQUAL TO BE USED FOR GATE CONTROL.
SL959 UNIT TO BE MOUNTED ON CONCRETE BASE.
2. LIFTMASTER KPR2000 CARD READER KEYPAD OR APPROVED EQUAL
TO BE USED TO OPEN/CLOSE GATE.
3. KEYPAD TO BE MOUNTED ON 42" BOLT-DOWN GOOSENECK
PEDESTAL MODEL #PED42 OR APPROVED EQUAL; PEDESTAL TO BE
MOUNTED ON 8"X8"X6" THICK CONCRETE BASE.
4. CONTROL LOOP FOR VEHICULAR EXIT TO BE INSTALLED PER
MANUFACTURES RECOMMENDATIONS.
6"
" CRUSHED SURFACE COURSE PER
SPECIFICATION SECTION 321123 TO
BE ADDED TO SITE IN AREAS FOR
GRADING IMPROVEMENTS, COMPACT
TO 95% MODIFIED PROCTOR DENSITY
SLOPE FOR
DRAINAGE
SEE PLANS
6" MIN DEPTH OF 3" MINUS
SELECT BORROW PER
SPECIFICATION SECTION 321116,
OR SCARIFY AND COMPACT UP TO
6" OF NATIVE SUB-GRADE TO
95% MODIFIED PROCTOR
DENSITY
A3.1
A3.1
A3.2
A3.2
A B C D E
F
25' - 0" 25' - 0" 25' - 0" 25' - 0"
125' - 0"
A3.3
A3.3
OPEN STORAGE
6" BOLLARD (TYP)
25' - 0"
4'
0"
CONC SLAB
A8.1
A8.1
SIM
OPP
1% S
LO
PE
1% S
LO
PE
ACP ACOUSTICAL CEILING PANEL
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AIB AIR INFILTRATION BARRIER
AL ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASB ASBESTOS
BD BOARD
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BOT BOTTOM
CAB CABINET
CB CATCH BASIN
CEM CEMENT
CG CORNER GUARD
CLG CEILING
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DBL DOUBLE
DF DRINKING FOUNTAIN
DET DETAIL
DIM DIMENSION
DISP DISPENSER
DN DOWN
DR DOOR
DS DOWNSPOUT
DWG DRAWING
DWR DRAWER
EA EACH
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
ENCL ENCLOSURE
EPS EXPANDED POLYSTYRENE
EQ EQUAL
EQP EQUIPMENT
EX EXISTING
EXT EXTERIOR
FA FIRE ALARM
FD FLOOR DRAIN
FDN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FIN FINISH
FLASH FLASHING
FLR FLOOR
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUD
FRP (GLASS) FIBER REINFORCED
PLASTIC
FRPF FIREPROOF
FURR FURRING
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GL GLASS
GWB GYPSUM WALL BOARD
GYP GYPSUM
HDWD HARDWOOD
HM HOLLOW METAL
HR HOUR
HT HEIGHT
INSUL INSULATION
JAN JANITOR
JT JOINT
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LT LIGHT
MIR MIRROR
MECH MECHANICAL
MEMB MEMBRANE
MFR MANUFACTURER
MTD MOUNTED
MTL METAL
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
OFOI OWNER FURNISHED
OWNER INSTALLED
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PC PRE-CAST
PF PRE-FINISHED
PR PAIR
PWD PLYWOOD
R RISER
RAD RADIUS
RD ROOF DRAIN
REF REFERENCE
REFR REFRIGERATOR
REQ REQUIRED
RESIL RESILIENT
RH ROBE HOOK
RL RAIN LEADER
RM ROOM
RO ROUGH OPENING
RUB RUBBER
RWD REDWOOD
SASU SELF ADHERING SHEET
UNDERLAYMENT
SCD SEAT COVER DISPENSER
SCHED SCHEDULE
SF SQUARE FOOT
SHR SHOWER
SHTH SHEATHING
SIM SIMILAR
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
SPEC SPECIFICATIONS
SQ SQUARE
STA STATION
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SS STAINLESS STEEL
SUSP SUSPENDED
SY SQUARE YARD
TB TOWEL BAR
TC TOP OF CURB
TEL TELEPHONE
T&G TONGUE & GROOVE
TOC TOP OF CONCRETE
TOD TOP OF DECK
TPD TOILET PAPER DISPENSER
TRD TREAD
TRTD PRESSURE TREATED
TOW TOP OF WALL
TYP TYPICAL
UL UNDERWRITERS
LABORATORIES
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
VERT VERTICAL
VEST VESTIBULE
VR VAPOR RETARDER
VTR VENT THROUGH ROOF
WC WATER CLOSET
WD WOOD
WO WALK OFF MAT
WP WATERPROOF/WALL PANEL
WR WASTE RECEPTACLE
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE FABRIC
OF
ETI
AK
NO. A 4007
F
RE D PRO
REGIST E RAAE NOISS L
HC
S
49 TH
ATT
E A
SAL
TC
WAYNE K. JENSEN
FOR
EST SERV I CE
D
EP
A
R TMENT OF AGR I CU LT
U
RE
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF25
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
WJ
ADG
WJ
Jensen
Inc.
Yorba Wall
522 West 10th Steet Juneau, Alaska 99801 jensenyorbawall.com
907.586.1070
AECC137
09-15-2021
9/
/2
1:
:0
PM
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- P ol e Ba rn
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.rv t
FEBRUARY 17, 2021
A2.1
6960.021
FLOOR PLAN
1 FIRST FLOOR PLAN
SCALE: 0 16'8'4'
CODE SUMMARY
INTERNATIONAL BUILDING CODE 2012
CONSTRUCTION TYPE IIB
OCCUPANCY TYPE S1
AREA CALCULATIONS
ALLOWABLE AREA 17,500 sf
ACTUAL AREA 5,000 sf
HEIGHT CALCULATIONS
ALLOWABLE HEIGHT 55 ft / 2 STORIES
ACTUAL HEIGHT 21 ft / 1 STORY
ABBREVIATIONS
A3.1
A3.1
A3.2
A3.2
A B C D E
F
A3.3
A3.3
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
125' - 0"
MTL ROOFING
2'
4"
2' - 4" 2' - 4"
2'
4"
OF
ETI
AK
NO. A 4007
F
RE D PRO
REGIST E RAAE NOISS L
HC
S
49 TH
ATT
E A
SAL
TC
WAYNE K. JENSEN
FOR
EST SERV I CE
D
EP
A
R TMENT OF AGR I CU LT
U
RE
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF25
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
WJ
ADG
WJ
Jensen
Inc.
Yorba Wall
522 West 10th Steet Juneau, Alaska 99801 jensenyorbawall.com
907.586.1070
AECC137
09-15-2021
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A2.2
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ROOF PLAN
1 ROOF PLAN
SCALE: 0 16'8'4'
EAVE
12' - 10"
1st Floor 0"
A B C D E F
25' - 0" 25' - 0"25' - 0" 25' - 0"
125' - 0"
25' - 0"
MTL SIDING (TYP)
6" BOLLARD (TYP)
EAVE
12' - 10"
1st Floor 0"
1 2
40' - 0"
2" / 1'-0"
6" BOLLARD (TYP)
OF
ETI
AK
NO. A 4007
F
RE D PRO
REGIST E RAAE NOISS L
HC
S
49 TH
ATT
E A
SAL
TC
WAYNE K. JENSEN
FOR
EST SERV I CE
D
EP
A
R TMENT OF AGR I CU LT
U
RE
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF25
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
WJ
ADG
WJ
Jensen
Inc.
Yorba Wall
522 West 10th Steet Juneau, Alaska 99801 jensenyorbawall.com
907.586.1070
AECC137
09-15-2021
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PM
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FEBRUARY 17, 2021
A3.1
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EXTERIOR
ELEVATIONS
1 EXTERIOR ELEVATION
SCALE: 0 16'8'4'
2 EXTERIOR ELEVATION
SCALE: 0 16'8'4'
1st Floor 0"
ABCDEF
EAVE
12' - 10"
1st Floor 0"
40' - 0"
6" BOLLARD (TYP)
OF
ETI
AK
NO. A 4007
F
RE D PRO
REGIST E RAAE NOISS L
HC
S
49 TH
ATT
E A
SAL
TC
WAYNE K. JENSEN
FOR
EST SERV I CE
D
EP
A
R TMENT OF AGR I CU LT
U
RE
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF25
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
WJ
ADG
WJ
Jensen
Inc.
Yorba Wall
522 West 10th Steet Juneau, Alaska 99801 jensenyorbawall.com
907.586.1070
AECC137
09-15-2021
9/
/2
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:0
PM
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FEBRUARY 17, 2021
A3.2
6960.021
EXTERIOR
ELEVATIONS
1 EXTERIOR ELEVATION
SCALE: 0 16'8'4'
SCALE: 0 16'8'4'
2 EXTERIOR ELEVATION
1st Floor 0"
1 2
OPEN STORAGE
40' - 0"
A3.4 1 A3.4
EAVE
12' - 10"
1st Floor 0"
A B C D E F
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
125' - 0"
8'-0" HIGH 3/4" PWD
- TYP AT EXTERIOR WALLS
CROSS BRACING
A3.4
A3.4
OPP
OF
ETI
AK
NO. A 4007
F
RE D PRO
REGIST E RAAE NOISS L
HC
S
49 TH
ATT
E A
SAL
TC
WAYNE K. JENSEN
FOR
EST SERV I CE
D
EP
A
R TMENT OF AGR I CU LT
U
RE
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF25
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
WJ
ADG
WJ
Jensen
Inc.
Yorba Wall
522 West 10th Steet Juneau, Alaska 99801 jensenyorbawall.com
907.586.1070
AECC137
09-15-2021
9/
/2
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:0
PM
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FEBRUARY 17, 2021
A3.3
6960.021
BUILDING
SECTIONS
1 BUILDING SECTION
SCALE: 0 16'8'4'
SCALE: 0 16'8'4'2 BUILDING SECTION
1st Floor 0"
A8.1
A8.1
EAVE
12' - 10"
1st Floor 0"
A8.1
A8.1
EAVE
12' - 10"
1st Floor 0"
A
A8.1
A8.1
OF
ETI
AK
NO. A 4007
F
RE D PRO
REGIST E RAAE NOISS L
HC
S
49 TH
ATT
E A
SAL
TC
WAYNE K. JENSEN
FOR
EST SERV I CE
D
EP
A
R TMENT OF AGR I CU LT
U
RE
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF25
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
WJ
ADG
WJ
Jensen
Inc.
Yorba Wall
522 West 10th Steet Juneau, Alaska 99801 jensenyorbawall.com
907.586.1070
AECC137
09-15-2021
9/
/2
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:0
PM
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FEBRUARY 17, 2021
A3.4
6960.021
WALL
SECTIONS
1 WALL SECTION
SCALE: 0 4'2'1'
2 WALL SECTION
SCALE: 0 4'2'1'
3 WALL SECTION
SCALE: 0 4'2'1'
STRUCT PER
PEMB MFR
SCALE: 0 6" 12"3"
MTL FLASH
MTL SIDING
PWD WAINSCOT
GL
JAMB STIFFENER
STRUCT PER
PEMB MFR
MTL SIDING
SCALE: 0 6" 12"3"
MTL DRIP
EDGE FLASH
STRUCT PER
PEMB MFR
MTL SIDING
SCALE: 0 6" 12"3"
MTL FLASH
2' - 4"
MTL ROOFING NEOPRENE
CLOSURE
MTL
FLASH
OUTRIGGER
SCALE: 0 6" 12"3"
MTL ROOFING
MTL SIDING
MTL FLASH
MTL FLASH
2' - 4"
SCALE: 0 6" 12"3"
CONC CURB
- SEE STRUCT
GL
2"
MTL SIDING
6"
MTL DRIP
EDGE FLASH
STRUCT PER
PEMB MFR
PWD WAINSCOT
SCALE: 0 6" 12"3"
1MTL ROOFING
MTL SIDING
MTL FLASH
2' - 4"
MTL FLASH
NEOPRENE
CLOSURE
OF
ETI
AK
NO. A 4007
F
RE D PRO
REGIST E RAAE NOISS L
HC
S
49 TH
ATT
E A
SAL
TC
WAYNE K. JENSEN
FOR
EST SERV I CE
D
EP
A
R TMENT OF AGR I CU LT
U
RE
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF25
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
WJ
ADG
WJ
Jensen
Inc.
Yorba Wall
522 West 10th Steet Juneau, Alaska 99801 jensenyorbawall.com
907.586.1070
AECC137
09-15-2021
9/
/2
1:
:0
PM
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\2
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FEBRUARY 17, 2021
A8.1
6960.021
DETAILS
5 END WALL DETAIL4 HEADER DETAIL
2 UPPER EAVE DETAIL1 LOWER EAVE DETAIL
6 WALL BASE DETAIL
3 RAKE DETAIL
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
DWG SHEET NO.
FOR
EST SERV I CE
DEP
A R TMENT OF AGR I CU LT
UR
E
SEPTEMBER 17, 2021
M0179
Mechanical and Electrical Consulting Engineers
ASR
670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Corporate No.: AECC542
9/17/21
DENOTES EXISTING ITEME
LEGEND
AFF
C
AFG
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
CONDUIT
SINGLE POLE SWITCH
CONDUIT, CONCEALED
UG/E
A-2
#10
THREE WAY SWITCH
UNDERGROUND ELECTRICAL UTILITY LINE (12470/7200V UON)
HOMERUN TO PANEL (PANEL AND CIRCUIT No.)
NUMBER AND SIZE OF WIRES (NO MARKS = 3 #12)
SINGLE POLE SWITCH (LOWERCASE LETTER INDICATES SWITCHING)
FIXTURE TAG (LETTER INDICATES TYPE)
POLE MOUNTED AREA LIGHT - OUTDOORS, WEATHERPROOF
NOTE TAG (No. INDICATES NOTE)
TYP
UON UNLESS OTHERWISE NOTED
TYPICAL
DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER
LED LIGHT EMITTING DIODE
NEC NATIONAL ELECTRICAL CODE
WR WEATHER RESISTANT
A a
1LIGHT FIXTURE - SURFACE MOUNTED ON WALL
STRIPLIGHT - PENDANT OR SURFACE MOUNTED ON CEILING
LM LUMENS
KELVINK
A
LIGHT FIXTURE SCHEDULE
B
STORAGE
BAY
7,345LM
4,000K
52WCEILINGLITHONIA
#ZL1N-L48-7000LM-FST-
MVOLT-40K-80CRI-WH-BAA
SURFACE 120/277V LED
DRIVER
2-3/16"Wx48"L LED STRIP LIGHT WITH SNAP ON
FROSTED DIFFUSER AND WHITE FINISH. LISTED
FOR DAMP LOCATIONS.
10"Hx9-3/8"Wx3-1/4"D LED, IP66 RATED FLOOD
LIGHT WITH DARK BRONZE FINISH. ORDER WITH
THREADED KNUCKLE MOUNT AND MOUNT TO 4"
JUNCTION BOX PER MANUFACTURER
INSTRUCTIONS.
WALL 54WLITHONIA
#TFX1-LED-40K-MVOLT-
THK-DDBXD-BAA
17'-0"
AFG
7,300LM
(NOM)
4,000K
120/277V LED
DRIVER
EXTERIOR
ABOVE BAY
ENTRANCES
EXTENT OF DETECTION COVERAGE:
NONE
FIRE ALARM SYSTEM PROPOSED:
IFC 2012, NFPA 72 - 2013.GOVERNING CODES:
BUILDING OCCUPANCY:
SPRINKLER SYSTEM:
MINIMUM FIRE ALARM SYSTEM REQUIRED: NONE
GROUP S1 (SHOP AND STORAGE)
NONE
NONE
FIRE ALARM CODE ANALYSIS:
WP WEATHERPROOF
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CPL,PCC
BC
BC
AND SCHEDULES
ELECTRICAL LEGEND
E0.1
P PHOTOCELL - WALL MOUNTED
MANUFACTURER AND CATALOG
NUMBER (OR APPROVED EQUAL) LUMINAIRE DESCRIPTION
MOUNTING
TYPE HEIGHT LAMPS BALLAST/DRIVER
TOTAL
INPUT
WATTS
LOCATIONTYPE
AutoCAD SHX Text
EE-10285
AutoCAD SHX Text
CHANNING P. LILLO
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AutoCAD SHX Text A
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AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
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AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
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ELECTRICAL UTILITY
JUNCTION TO REMAIN
UTILITY TRANSFORMER
TO BE RELOCATED
1 1
UTILITY
TRANSFORMER
U G
/E
(E)UG/E
UG/C UG/C UG/E
UG/E
UG/E
NEW
POLE
BARN
(E)ELECTRICAL
UTILITY
JUNCTION
3 3
NEW SERVICE METERBASE/LOAD
CENTER, SEE 1/E3.1. COORDINATE
WITH CITY OF SEWARD ELECTRIC
DEPT. PRIOR TO INSTALLATION.
UG/E UG
/E
(E)UG/E
UG/E 5
(E)UTILITY
TRANSFORMER
UG/E
UG/C UG/C
DUAL PRODUCT
UNL/DSL DISPENSER5
PB-2,4
1"C, 3#8 AWG
PB-6
PB-8
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
DWG SHEET NO.
FOR
EST SERV I CE
DEP
A R TMENT OF AGR I CU LT
UR
E
SEPTEMBER 17, 2021
M0179
Mechanical and Electrical Consulting Engineers
ASR
670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Corporate No.: AECC542
9/17/21
1 ELECTRICAL DEMOLITION SITE PLAN
1" = 30'-0"
SHEET NOTES
1. UNDERGROUND SERVICE CONDUCTORS TO BE RE-ROUTED BY ELECTRICAL UTILITY. EXTENT
OF WORK NEEDS TO BE COORDINATED WITH CITY OF SEWARD ELECTRIC DEPARTMENT.
2. REMOVAL AND RELOCATION OF TRANSFORMER TO BE COMPLETED BY ELECTRICAL UTILITY.
EXTENT OF WORK TO BE COORDINATED WITH CITY OF SEWARD ELECTRIC DEPARTMENT. SEE
2/E1.1 FOR PROPOSED LOCATION.
3. PROPOSED ROUTING OF UNDERGROUND SERVICE CONDUCTORS TO BE COMPLETED BY
ELECTRICAL UTILITY. COORDINATE EXACT ROUTING WITH CITY OF SEWARD ELECTRIC
DEPARTMENT.
4. PROPOSED LOCATION OF UTILITY TRANSFORMER BY ELECTRICAL UTILITY. COORDINATE
EXACT LOCATION WITH CITY OF SEWARD ELECTRIC DEPARTMENT.
5. PROPOSED ROUTING OF NEW SERVICE CONDUCTORS TO BE COMPLETED BY ELECTRICAL
UTILITY. COORDINATE EXACT ROUTING AND APPROVED LOCATION OF SERVICE EQUIPMENT
WITH CITY OF SEWARD ELECTRIC DEPARTMENT PRIOR TO INSTALLING SERVICE ENTRANCE
EQUIPMENT.
6. 3"C WITH PULLSTRING FROM NEW OFFICE ADDITION COMM ROOM TO NEARBY JUNCTION
BOX PROVIDED UNDER THE UTILITIES AND OFFICE PROJECT. (NOT IN CONTRACT)
7. TYPE 1A JUNCTION BOX LABELED "COMM" PROVIDED UNDER THE UTILITIES PROJECT. (NOT
IN CONTRACT)
8. ALTERNATE #1: NEW GATE OPERATOR AND CONTROL MODULE ENCLOSURE. PROVIDE
CONNECTIONS FROM CONTROL MODULE ENCLOSURE AND OPERATOR TO ACCESS CONTROL
GROUND LOOP SENSORS AND GATE CONTROL COMPONENTS. PROVIDE NEMA 4X ENCLOSURE
WITH 125W,120V STRIP HEATER AND RECEPTACLE AND LOCATE THE GATE CONTROL
MODULE, FIBER HOUSING, AND NETWORK SWITCH INSIDE. SEE 4/E3.1, 5/E3.1, AND 6/E3.1, FOR DETAILS. INSTALL OUTSIDE HAZARDOUS AREA BOUNDARY.
9. ALTERNATE #1: PROVIDE CARD READER AND KEYPAD STATION ON GOOSENECK PEDESTAL
FOR INCOMING TRAFFIC. SEE CIVIL FOR EXACT LOCATION. CONNECT TO GATE OPERATOR
CONTROLLER. SEE 4/E3.1, 5/E3.1, AND 6/E3.1 FOR DETAILS.INSTALL OUTSIDE HAZARDOUS
BOUNDARY.
2 ELECTRICAL REMODEL SITE PLAN
1" = 30'-0"
GENERAL NOTES
A. THE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SITE SURVEY. THERE IS NO
WARRANTY OR GUARANTEE AS TO THE ACCURACY OF THE INFORMATION SHOWN HERE-IN.
THE CONTRACTOR SHALL FIELD VERIFY ALL ITEMS SCHEDULED FOR DEMOLITION PRIOR TO
START OF WORK.
B. DASHED OR DOTTED LINES INDICATE ITEMS TO BE REMOVED. SOLID LINES INDICATE
EXISTING ITEMS TO REMAIN.
C. SEE 1/E3.1 FOR TYPICAL CONDUIT TRENCHING DETAIL AND 4/E4.1 FOR TYPE '1A' JUNCTION
BOX DETAIL.
D. ELECTRICAL SERVICE PROVIDER IS SEWARD ELECTRIC - 907-224-4065.
E. HAZARDOUS BOUNDARY IS ONLY SHOWN FOR REFERENCE TO ENSURE ADHERENCE FOR
REQUIRED DISTANCES. THERE IS NO ELECTRICAL WORK EXPECTED TO TAKE PLACE WITHIN
THE HAZARDOUS BOUNDARIES SHOWN.
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SITE PLANS
ELECTRICAL
E1.1
CALL BEFORE YOU DIG
THE CONTRACTOR SHALL CALL FOR A UTILITY LOCATE A
MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION.
ALASKA DIGLINE, INC.
PO BOX 773005
EAGLE RIVER, AK 99577
STATEWIDE LOCATES: 1-800-478-3121
ANCHORAGE AREA: 1-907-278-3121
FAX-A-LOCATE: 1-907-278-0696
E-TICKET: www.811ak.com
CLASS 1, DIVISION 1
CLASS 1, DIVISION 2
HAZARDOUS LOCATION LEGEND
NO DESCRIPTION OF LOCATIONS
10' FROM SHELL, ENDS, OR ROOF OF TANK; ALSO AREA INSIDE DIKE TO LEVEL OF TOP OF DIKE WALL.
VENT - WITHIN 5' OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS.
VENT - AREA BETWEEN 5' AND 10' OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS.
UP TO 18" OF DISPENSER ENCLOSURE, THEN 18" AFG EXTENDING HORIZONTALLY IN
ALL DIRECTIONS 20' FROM DISPENSER ENCLOSURE.
ENTIRE SPACE WITHIN DISPENSER ENCLOSURE AND PIT BELOW.
AutoCAD SHX Text E
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AutoCAD SHX Text
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AutoCAD SHX Text
CHANNING P. LILLO
AutoCAD SHX Text K
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text %%uTH
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
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AutoCAD SHX Text I
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HAZARDOUS LOCATIONS
A B C D E
F
A
TYP
B
TYP
a 3b 3b c a a a b c c a b c c
PB-1 PB-1 PB-1 PB-3 PB-3
PB-5
PB-1 PB-1 PB-1 PB-3 PB-3
PB-1,3
PANEL 'PB'.
P
A B C D E
F
PB-7
WP,WR
WP,WRWP,WRWP,WRWP,WRWP,WR
WP,WR
+44"
+44" +44" +44" +44" +44"
+44"
PB-9
COMBINATION
METERBASE/LOAD
CENTER
IDENTIFIED AS
PANEL 'PB'. SEE
1/E3.1
DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
DWG SHEET NO.
FOR
EST SERV I CE
DEP
A R TMENT OF AGR I CU LT
UR
E
SEPTEMBER 17, 2021
M0179
Mechanical and Electrical Consulting Engineers
ASR
670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Corporate No.: AECC542
9/17/21
1 LIGHTING PLAN
1/8" = 1'-0"
2 POWER PLAN
1/8" = 1'-0"
SHEET NOTES
1. MOUNT PHOTOCELL AS HIGH ON WALL AND ORIENT NORTH.
CONNECT TO LIGHTING CONTACTOR TO CONTROL ALL
EXTERIOR BUILDING MOUNTED LIGHTS. SEE 2/E3.1.
2. LIGHTING CONTACTOR AND TIMECLOCK TO CONTROL ALL
EXTERIOR BUILDING MOUNTED LIGHTS. SEE 2/E3.1.
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CPL,PCC
BC
BC
PLANS
ELECTRICAL
E2.1
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EE-10285
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CHANNING P. LILLO
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DATE
ARCHIVE NO.
DESIGNER
DRAWN
CHECKED
PROJECT NO.
PROJECT NAME
(R-10)
REGION TEN
DRAWING
TITLE
SHEET OF
United States Department of Agriculture Forest Service
KENAI LAKE
WORK CENTER
POLE BARN
CHUGACH NATIONAL
FOREST
SEWARD
RANGER DISTRICT
DWG SHEET NO.
FOR
EST SERV I CE
DEP
A R TMENT OF AGR I CU LT
UR
E
SEPTEMBER 17, 2021
M0179
Mechanical and Electrical Consulting Engineers
ASR
670 West Fireweed Lane, Suite 200 Anchorage, AK 99503 (907)276-0521 Corporate No.: AECC542
9/17/21
1 POWER ONE-LINE DIAGRAM
NO SCALE
DETAIL NOTES:
1. PROVIDE GROUNDING AT
SERVICE EQUIPMENT PER
NEC AND LOCAL UTILITY
REQUIREMENTS, SEE
3/E3.1 FOR DETAIL.
20/1
120/277V PHOTOCELL MOUNTED
HIGH ON NORTH-FACING
EXTERIOR WALL. INTERMATIC
#EK4236S OR APPROVED EQUAL.
C
EXTERIOR LIGHTS,
TYPICAL20A, 2-POLE LIGHTING CONTACTOR.
MOUNT AT LOCATION SHOWN ON 1/E2.1.
SQUARE 'D' #8903 SERIES. LABEL
"EXTERIOR LIGHTING CONTACTOR".
2 EXTERIOR LIGHTING CONTROL DETAIL
NO SCALE
P
T
30A,120/277V 1-CIRCUIT ELECTRONIC
TIMER FOR EXTERIOR LIGHTING
CONTROL. INTERMATIC #ET2805C OR
APPROVED EQUAL. LABEL "EXTERIOR
LIGHTING TIMER SWITCH".
SERVICE LATERALS BY UTILITY
M
100A, 240V, 1Ø, 3W, 20 SPACE
NEMA 3R COMBINATION
METERBASE/LOAD CENTER IN
ACCORDANCE WITH CITY OF
SEWARD ELECTRIC DEPARTMENT
REQUIREMENTS. LABEL LOAD
CENTER AS PANEL 'PB'.
STUB LIQUIDTIGHT 2"C, 24"
BELOW GRADE AND
COORDINATE WITH CITY OF
SEWARD ELECTRIC DEPARTMENT
FOR CONNECTION.
3 SERVICE GROUNDING DETAIL
NO SCALE
MIN.
20'-0"
#8 MAIN BONDING JUMPER
NEUTRAL BUS
#8 B.C. GROUNDING
ELECTRODE CONDUCTOR
3/4"x10' COPPER-CLAD
GROUNDING ELECTRODES.
CONCEAL AFTER INSPECTION.
#8 EQUIPMENT
BONDING JUMPER
SERVICE
DISCONNECT
#4 CONCRETE ENCASED
ELECTRODE. CONNECT
TO REBAR IN CONCRETE
FOUNDATION
GRADE
EQUIPMENT
GROUNDING BUS
2 60/
9/
/2
:3
BE
AU
C
O U
N
TS
G :\2
0\
M
\M
-E
SE
R
IE
S-
PO
LE
B
AR
N
.D W
G
CPL,PCC
BC
BC
AND DETAILS
PANEL SCHEDULE
E3.1
TRANSITION
WITH APPROVED
FITTINGS, TYP.
1" C. FOR CABLING,
SEE 5/E3.1 AND
2/E1.1.
#6 WELDED
WIRE MESH
3'-6"
GOOSENECK
PEDESTAL
2'-6"
MIN.
24" MIN.
COVER
CHAMFER
EDGE
48"
2"
12" REINFORCED
CONCRETE BASE,
SEE CIVIL.
6 TYPICAL GATE OPERATOR ELEVATION (ALT #1)
NO SCALE
PROVIDE ANCHOR PER
MFR'S REQUIREMENTS
GRADE
NO SCALE
NO SCALE
TYPICAL VEHICLE CARD READER
PEDESTAL DETAIL (ALT #1)4
5 VEHICLE GATE ONE-LINE DIAGRAM (ALT #1)
NO SCALE
GRADE
1. GATE MOTOR. COORDINATE WITH GATE SUPPLIER FOR EXACT
ELECTRICAL REQUIREMENTS PRIOR TO ROUGH-IN. SEE 2/E1.1
FOR CIRCUIT INFORMATION. CONNECT TO DISCONNECT
SWITCH PROVIDED WITH CONTROLLER.
2. ENCLOSURE WITH GATE CONTROL MODULE, FIBER HOUSING,
AND NETWORK SWITCH. COORDINATE LOCATION WITH CIVIL.
3. CARD READER ON GOOSENECK PEDESTAL. PROVIDE
CONNECTION TO ACCESS CONTROL SYSTEM VIA CARD READER
CABLING.
4. PROVIDE AND INSTALL KNOX BOX ON FENCE NEAR GATE IN
LOCATION AS DIRECTED BY THE LOCAL FIRE DEPARTMENT.
INSTALL A PUSHBUTTON IN THE KNOX BOX TO OPEN THE GATE.
CONNECT USING MANUFACTURER'S RECOMMENDED CABLING.
5. PHOTO-EYE SENSOR, MOUNTED TO FENCE POST/GATE AND
CONNECTED TO GATE CONTROLLER. SENSORS WILL BE
SPECIFIED WITH GATE CONTROLLER. CONNECT USING
MANUFACTURER'S RECOMMENDED CABLING.
6. IN-GROUND LOOP DETECTOR. CONNECT USING MANUFACTURER
RECOMMENDED CABLING.
7. ON-GATE EDGE DETECTOR ON CLOSING EDGE AND OPENING
EDGE. CONNECT USING MANUFACTURER RECOMMENDED
CABLING.
8. PROVIDE NEW FIBER OPTIC TRANSCEIVERS FOR SFP PORTS IN
NETWORK SWITCH.
9. PROVIDE NEW FIBER OPTIC PATCH CORD FROM NEW HOUSING
TO NETWORK SWITCH.
DETAIL NOTES:
7 SAMPLE MANUFACTURER GATE LAYOUT AND DIMENSIONS (ALT #1)
NO SCALE
6'-6"
MAXIMUM
FINISHED GRADE
1"C TO CARD READER
AND KEYPAD
GATE OPERATOR.
SEE CIVIL AND E1.1.
1"C TO PHOTO EYE SENSORS
SEE CIVIL FOR PAD/POST
MOUNTING DETAILS
CONTROL MODULE, FIBER
HOUSING, AND NETWORK
SWITCH INSIDE HEATED
ENCLOSURE
1"C TO LOOP FOR VEHICLE
EXIT, SEE CIVIL.
1"C FOR NETWORK
CABLING TO BUILDING
1"C HOLD OPEN LOOP
1"C SAFETY EDGES
CR GC
PE PE
GATE OPERATOR
LD
KB
KP
CABLE SCHEDULE
1 CATEGORY 6 UTP
CARD READER CABLE
6-STRAND FIBER OPTIC
BACKBONE CABLE
INTERIOR EXTERIOR
NEW 1U FIBER
CONNECTOR
HOUSING
NETWORK
SWITCH
SERVER ROOM
EXISTING RACK
EDED
J
CONVENIENCE
RECEPTACLE
ENCLOSURE
STRIP HEATER
AutoCAD SHX Text
EE-10285
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CHANNING P. LILLO
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| CIVIL_6960.021_KLWC_POLE BARN |
| Sheets and Views |
| 1 POLE BARN COVER |
| 2 GENERAL NOTES, LEGEND, AND ABBREVIATIONS |
| 3 PHASING PLAN |
| 4 SURVEY CONTROL POINTS MAP |
| 5 SURVEY CONTROL POINTS TABLE |
| 6 EXISTING CONDITIONS AND DEMOLITION |
| 7 SITE LAYOUT |
| 8 GRADING & DRAINAGE |
| 9 SITE DETAILS |
| Arch USFS - Pole Barn - CD 100% 9-15-2021 |
| Sheets |
| A2.1 - FLOOR PLAN |
| A2.2 - ROOF PLAN |
| A3.1 - EXTERIOR ELEVATIONS |
| A3.2 - EXTERIOR ELEVATIONS |
| A3.3 - BUILDING SECTIONS |
| A3.4 - WALL SECTIONS |
| A8.1 - DETAILS |
| Structural 202080 USFS Kenai Pole Barn |
| ELEC KLWC Pole Barn - 100% Signed Electrical 9-17 |
| Sheets and Views |
| M0179-ESERIES-POLE BARN-E0.1 |
| M0179-ESERIES-POLE BARN-E1.1 |
| M0179-ESERIES-POLE BARN-E2.1 |
| M0179-ESERIES-POLE BARN-E3.1 |
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