751-19239.RWG Addendum #1.pdf

PDF 1 MB Posted Jan 11, 2022

Attached to: 751/19239. RWG; Gaylord DHQ - Multi-Div. Storage Facility
Solicitation number: RFQ 171 220000000085 6
Issued by: Ottawa County, Fruitport Village, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This Addendum 1 document, issued January 5, 2021, modifies the original bidding documents for the DNR Multi-Division Storage Facility project (Project Number 519251, DTMB File No. 751/19239RWG) located in Gaylord, Michigan. The addendum introduces a modification requiring bidders to supply and install a chain-link security fence with barbed wire topping at a new equipment bullpen location, including removal of existing fencing. The fence work comprises approximately 300 feet by 300 feet of six-foot-high chain-link fencing with three strands of barbed wire angled inward, two 30-foot wide swing-style double gates with 180-degree hinges, drop bolts, and socket stops. Site preparation work includes grading, compacting subgrade, smoothing and filling low spots with excavated materials, and capping the approximately 330-foot by 330-foot pad with six inches of compacted 23A limestone. The bid date was January 12, 2021. The fenced bullpen must be completed prior to commencement of storage building construction. The addendum includes an RFI Log documenting six clarification requests received between December 13, 2021, and January 5, 2022, addressing topics including missing structural plans, project inspection authority, handrail installation methodology, and insulation R-factor specifications.

The specifications require chain-link fence fabric complying with ASTM A392, zinc-coated steel barbed wire per ASTM A121, and galvanized steel posts and components per ASTM A123/A123M and ASTM A153/A153M standards. Posts include 1.9-inch diameter line posts, 2.38-inch corner and terminal posts, and 3.5-inch gate posts, with 2-inch diamond mesh fabric of 6 gauge thickness. Concrete footings must achieve 2,500 psi strength at 28 days, and fabric installation must not commence until concrete has cured for 28 days. The contractor is responsible for all labor, materials, and equipment necessary for site preparation and fence installation. Acceptable manufacturers include Master-Halco, Inc. and Merchants Metals. The document specifies field inspection and quality control requirements, including verification of post settings, fence height, barbed wire spacing and quantity, gate alignment and function, and overall workmanship standards per CLFMI CLF-FIG0111 guidance. A five-year warranty is required for framework and fabric, with correction of defective work required within five years after substantial completion.

View the file

Other files

File	Type	Posted
DNR Storage_Civil_12.8.21.pdf	PDF	Jan 11, 2022
Addendum 2.pdf	PDF	Jan 11, 2022
DNR Storage_Cover Sheets_12.8.21.pdf	PDF	Jan 11, 2022
DNR Storage_Struc Note 2_12.8.21.pdf	PDF	Jan 11, 2022
DNR Storage_Arch_12.8.21.pdf	PDF	Jan 11, 2022
DNR Storage_Spec_12.8.21.pdf	PDF	Jan 11, 2022
DNR Storage_Struc Plans_12.8.21.pdf	PDF	Jan 11, 2022
Bidder's Sign-in Sht_12.21.21.pdf	PDF	Jan 11, 2022
519251_DNR-Pre-Bid RFI Log_1.10.22.pdf	PDF	Jan 11, 2022
DNR Storage_Mech_12.08.21.pdf	PDF	Jan 11, 2022
DNR Storage_Elec_12.8.21.pdf	PDF	Jan 11, 2022
DNR Storage_Struc Note 1_12.8.21.pdf	PDF	Jan 11, 2022
519251.A C300 Add #2.pdf	PDF	Jan 11, 2022
751-19239.RWG - DTMB-0415 (Advertisment)(R11-19).pdf	PDF	Jan 11, 2022

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ADDENDUM 1

757 S. WISCONSIN AVENUE ▪ GAYLORD MI 49735

p h o n e 989.705.8400 ▪ f a x 989.705.8403

‐1‐

Addendum Number: 1

Date: 1.5.21

Project Name: DNR Multi-Division Storage Facility

SG Project Number: 519251 DTMB File No.: 751/19239RWG

Bid Date: 1.12.21

This Addendum is being issued for the purpose of clarifying and/or modifying the original Bidding Documents and shall take precedence over them. Each Bidder’s proposal shall include the Work described herein. All requirements contained in the Contract Documents shall apply to this Addendum. All incidental work necessary to complete the Work shall be included in the Contractor’s quotation even though not particularly mentioned. Parts of the Specifications and Drawings referred to herein supersede previously issued data and form a part of this Addendum.

CLARIFICATIONS:

1. Refer to attached RFI Log.

MODIFICATIONS:

1. Include cost to supply and install a chain-link fence with gates and topped with (3) strands of barbed wire for the purpose of securing the new Bullpen location and associated site work as indicated below. Work shall include the removal of the fencing surrounding the existing bullpen.

ATTACHMENTS:

The following documents are a part of this Addendum:

1. RFI Log.

2. Specification Division 31-3113, Chain Link Fences and Gates.

3. Plan Sheet C-200A, indicating the location of the proposed Bullpen.

STATEMENT OF WORK: GAYLORD EQUIPMENT BULLPEN FENCING

Generally, the project consists of all labor, materials & equipment to prepare the site and install a six-foot high chain-link fence with three strands of barbed wire at the top of fence angled in (typical security fence). The area to be fenced is approximately 300’ x 300’ with two 30’ wide swing style double gates and 180 degree hinges. A drop bolt to be installed on the stationary panel with socket stop set in concrete. See attached site plan and specifications.

Timing: The new fenced bullpen is to be completed prior to the commencement of the storage building construction

Site preparation consists of grading, compacting subgrade, smoothing and filling low spots with excavated materials from the existing bullpen site so water drains off the pad approximately 330’ x 330’ and capping the area with 6” of compacted 23A limestone (Afton Stone). The pad is to be smooth and may follow the contours of the land, to be verified in the field by the Owner

The Owner will prepare the site by removing stumps, debris, brush and vegetation, etc. The area for the fence installation will be smooth however there will be changes in grade across the area.

END OF ADDENDUM

RFI # Description Contractor

Affected Date

Received Date

Returned Cost Issue

Department Responsible

Answered By

Comments

1 Structural plans are missing from the SIGMA downloads all 12.13.21 12.13.21 yes Arch RL Contacted DTMB of missing plans. Plans uploaded to SIGMA

2 Please clarify who will be the inspector on this project. all 12.27.21 12.29.21 no Arch RL It is a state facility so LARA has jurisdiction. There will be no local permits/inspections.

3 Could you please provide a list of attendees at the walk through,12.21.21 all 1.4.22 1.4.22 no Arch RL Provided sign-in sheet as requested.

Handrail: Is it to be installed before the mezzanine deck is poured or can it be core drilled after.

all 1.4.22 1.4.22 no Arch RL Either method is acceptable

The specs say to look at the drawings for the R Factor on insulation, but the only one that shows is the heated area walls that are 6" faced, it does not give an R Factor for the roof of the heated areas and the roof of the rest of the building. Please clarify if it is a liner system or just faced one layer.

all 1.5.22 1.5.22 no Arch RL Provide (6"+/-) R-19 min. at walls of heated areas and (9.5"+/-) R-30 at the roof through out the enclosed building.

DNR Gaylord District Headquarters- Multi-Division Storage Facility- Gaylord, MI Job No.:519251 / DTMB File No.: 751/19239RWG

1/5/2022 4:19 PM 1 of 10

PROPOSED FENCE

160'

144'

326'

ALIGN FENCE WITH NORTH (REAR)

ELEVATION OF REPAIR GARAGE

300'

(2) 15' SWING GATES

135'30'135'

35'

30'

212'

75'

GAYLORD DNR - MULTI-DIVISION STORAGE GARAGE PROJECT

SURVEY NOTES:

1. THIS TOPOGRAPHIC AND PLANIMETRIC SURVEY WAS PERFORMED FOR THE MICHIGAN STATE DEPARTMENT OF NATURAL RESOURCES BETWEEN JUNE AND

AUGUST, 2019 .

2. CONTOUR INTERVAL BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. HORIZONTAL COORDINATES BASED ON MICHIGAN STATE PLANE

COORDINATE SYSTEM WHICH IS BASED ON NAD83(2007). SCALE FACTOR IN THIS PROJECT AREA IS 0.99991379.

3. THIS PROJECT LIES WITHIN SECTION 32, T31N, R03W,TOWNSHIP OF LIVINGSTON, OTSEGO COUNTY, MICHIGAN.

4. CONTOUR INTERVAL SHOWN IS 1-FOOT.

5. UTILITY LOCATIONS ARE SHOWN PER INFORMATION PROVIDED BY THE DNR AND ARE APROXIMATE. LOCATIONS SHOULD BE VERIFIED AT THE TIME OF

CONSTRUCTION. CONTRACTOR SHOULD ALSO CALL MISS DIG TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS.

6. BOUNDARY LINES AND CALLS ARE SHOWN IN RELATION TO DNR SURVEY, JOB #75-06, BY KENNETH J. OSTLING, DATED APRIL 10, 1975.

7. THE LEGAL DESCRIPTION PROVIDED WAS QUIT CLAIM DEED LIBER 141 PAGE 379, NOVEMBER 3, 1970 OF OTSEGO COUNTY RECORDS. TOWNSHIP 31 NORTH, RANGE 3 WEST, SECTION 32. THAT PART OF THE S

OF THE SW

LYING SOUTH OF THE B. C. G. & A. RAILROAD, BEING 47.7 ACRES.

8. RIGHT OF WAY LINE OF STATE HIGHWAY M-32 IS APPROXIMATE.

Know what's below.

before you dig.Call

NOTE: OWNER INTENDS TO REMOVE TIMBER PRIOR TO WORK

COMMENCING. THEY WILL ALSO CLEAR, GRUB AND REMOVE

STUMPS. D

P A

R T

M E

N T

A T

U R

A L

E S

O U

R C

E S

S T

A T

I C

H I G

A N

D E

S I G

S T

R U

C T

I O

I V

I S

I O

W G

N A

D N

U L T

I D

I V

I S

I O

T O

R A

G E

A C

I L I T

G A

Y L O

R D

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

NEW STORAGE BUILDING

AutoCAD SHX Text

DNR SERVICE CENTER FIRST FLOOR ELEV=1325.0'

AutoCAD SHX Text

BENCHMARK: BOLT IN POWER POLE ELEV=1318.55'

AutoCAD SHX Text S67°22'25"E

AutoCAD SHX Text

2635.12'(M GRID) S67°17'00"E 2635.5'(R)

AutoCAD SHX Text

S89°12'30"E 195.28'(M GRID) S89°02'50"E 195.4'(R)

AutoCAD SHX Text N00°30'26"W

AutoCAD SHX Text

1321.31'(M GRID)

AutoCAD SHX Text N89°10'13"W

AutoCAD SHX Text

2616.11'(M GRID)

AutoCAD SHX Text 2616.78'(R)

AutoCAD SHX Text

200' CONSUMERS POWER COMPANY RIGHT-OF-WAY

AutoCAD SHX Text 200'

AutoCAD SHX Text

S. 1/4 COR., SEC. 32,

AutoCAD SHX Text

%%UT. 31 N., R. 3 W.

AutoCAD SHX Text

SW COR., SEC. 32,

AutoCAD SHX Text

%%UT. 31 N., R. 3 W.

AutoCAD SHX Text

WEST LINE, SEC. 32

AutoCAD SHX Text

C/L STATE HIGHWAY M-32. (VARIABLE WIDTH)

AutoCAD SHX Text

& NORTH LINE, SEC. 5

AutoCAD SHX Text

B. C. G. & A. RAILROAD GRADE

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text N89°04'50"W

AutoCAD SHX Text N00°24'30"W

AutoCAD SHX Text 1322.0'(R)

AutoCAD SHX Text

DNR FIELD OFFICE

AutoCAD SHX Text

FISHERIES BUILDING

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

%%UCP#1

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text 1325.00

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

STORAGE BUILDING FIRST FLOOR ELEV=1324.73'

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

FENCE AND GATE TO BE REMOVED BY CONTRACTOR

AutoCAD SHX Text X

AutoCAD SHX Text

REPAIR GARAGE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text : 1"=

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

INDEX CODE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ROBERT C. HALL, RA, NCARB, DIRECTOR

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

SEPTIC TANK LID

ELEV - 1320.30

FENCE AND GATE TO BE

REMOVED BY CONTRACTOR

GAYLORD DNR - MULTI-DIVISION STORAGE GARAGE PROJECT

SURVEY NOTES:

1. THIS TOPOGRAPHIC AND PLANIMETRIC SURVEY WAS PERFORMED FOR THE MICHIGAN STATE DEPARTMENT OF NATURAL RESOURCES BETWEEN JUNE AND

AUGUST, 2019 .

2. CONTOUR INTERVAL BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. HORIZONTAL COORDINATES BASED ON MICHIGAN STATE PLANE

COORDINATE SYSTEM WHICH IS BASED ON NAD83(2007). SCALE FACTOR IN THIS PROJECT AREA IS 0.99991379.

3. THIS PROJECT LIES WITHIN SECTION 32, T31N, R03W,TOWNSHIP OF LIVINGSTON, OTSEGO COUNTY, MICHIGAN.

4. CONTOUR INTERVAL SHOWN IS 1-FOOT.

5. UTILITY LOCATIONS ARE SHOWN PER INFORMATION PROVIDED BY THE DNR AND ARE APROXIMATE. LOCATIONS SHOULD BE VERIFIED AT THE TIME OF

CONSTRUCTION. CONTRACTOR SHOULD ALSO CALL MISS DIG TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS.

6. BOUNDARY LINES AND CALLS ARE SHOWN IN RELATION TO DNR SURVEY, JOB #75-06, BY KENNETH J. OSTLING, DATED APRIL 10, 1975.

7. THE LEGAL DESCRIPTION PROVIDED WAS QUIT CLAIM DEED LIBER 141 PAGE 379, NOVEMBER 3, 1970 OF OTSEGO COUNTY RECORDS. TOWNSHIP 31 NORTH, RANGE 3 WEST, SECTION 32. THAT PART OF THE S

OF THE SW

LYING SOUTH OF THE B. C. G. & A. RAILROAD, BEING 47.7 ACRES.

8. RIGHT OF WAY LINE OF STATE HIGHWAY M-32 IS APPROXIMATE.

Know what's below.

before you dig.Call

NOTE: OWNER INTENDS TO REMOVE TIMBER PRIOR TO WORK COMMENCING.

AGGREGATE SURFACE COURSE TO BE SALVAGED

FOR REUSE

SB-X

SOIL BORING LOCATIONS. SEE PREIN & NEWHOF

GEOTECHNICAL REPORT DATED JUNE 18, 2019 FOR

DETAILS

D E

P A

R T

M E

A T

U R

A L

E S

O U

R C

E S

S T

A T

I C

H I G

A N

D E

S I G

S T

R U

C T

I O

I V

I S

I O

J M

W G

N A

J M

E V

E R

M I T

T J R

D N

U L T

I D

I V

I S

I O

T O

R A

G E

A C

I L I T

G A

Y L O

R D

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

A D

D E

N D

U M

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

REPAIR GARAGE

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

CP #3

AutoCAD SHX Text

CP #4

AutoCAD SHX Text

CP #5

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

BM 11: SPIKE E-FACE OF POWER POLE ELEV=1320.80'

AutoCAD SHX Text

DNR SERVICE CENTER FIRST FLOOR ELEV=1325.0'

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 12" C.M.P.

AutoCAD SHX Text

W. END 12" C.M.P. INV.=1315.92'

AutoCAD SHX Text

E. END 12" C.M.P. INV.=1316.01'

AutoCAD SHX Text 12" C.M.P.

AutoCAD SHX Text

W. END 12" C.M.P. INV.=1316.15'

AutoCAD SHX Text

E. END 12" C.M.P. INV.=1315.97'

AutoCAD SHX Text

BENCHMARK: BOLT IN POWER POLE ELEV=1318.55'

AutoCAD SHX Text

BENCHMARK: RAILROAD SPIKE IN POWER POLE ELEV=1322.53'

AutoCAD SHX Text

SIGNAL BOX

AutoCAD SHX Text

BENCHMARK: DOUBLE NAIL IN POWER POLE ELEV=1323.31'

AutoCAD SHX Text S67°22'25"E

AutoCAD SHX Text

2635.12'(M GRID) S67°17'00"E 2635.5'(R)

AutoCAD SHX Text

S89°12'30"E 195.28'(M GRID) S89°02'50"E 195.4'(R)

AutoCAD SHX Text N00°30'26"W

AutoCAD SHX Text

1321.31'(M GRID)

AutoCAD SHX Text N89°10'13"W

AutoCAD SHX Text

2616.11'(M GRID)

AutoCAD SHX Text 2616.78'(R)

AutoCAD SHX Text

200' CONSUMERS POWER COMPANY RIGHT-OF-WAY

AutoCAD SHX Text 200'

AutoCAD SHX Text

S. 1/4 COR., SEC. 32,

AutoCAD SHX Text

%%UT. 31 N., R. 3 W.

AutoCAD SHX Text

SW COR., SEC. 32,

AutoCAD SHX Text

%%UT. 31 N., R. 3 W.

AutoCAD SHX Text

WEST LINE, SEC. 32

AutoCAD SHX Text

C/L MURNER RD. (66')

AutoCAD SHX Text

& N-S 1/4 LINE, SEC. 32

AutoCAD SHX Text

C/L STATE HIGHWAY M-32. (VARIABLE WIDTH)

AutoCAD SHX Text

& NORTH LINE, SEC. 5

AutoCAD SHX Text

B. C. G. & A. RAILROAD GRADE

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text

SOUTH 1/8TH LINE

AutoCAD SHX Text

S00°00'21"W 342.71'(M GRID) S00°05'40"W 342.9'(R)

AutoCAD SHX Text N89°04'50"W

AutoCAD SHX Text N00°24'30"W

AutoCAD SHX Text 1322.0'(R)

AutoCAD SHX Text

DNR FIELD OFFICE

AutoCAD SHX Text

FISHERIES BUILDING

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

WOODS (CONTOURS ESTIMATED DUE TO TREE COVER)

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

MH RIM ELEV.= 1321.74'

AutoCAD SHX Text

%%UCP#1

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text 1325.00

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

STORAGE BUILDING FIRST FLOOR ELEV=1324.73'

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

EX TANK & DRAIN FIELD

AutoCAD SHX Text

EX TANK & DRAIN FIELD

AutoCAD SHX Text

EX TANK & DRAIN FIELD

AutoCAD SHX Text

EX TANK & DRAIN FIELD

AutoCAD SHX Text

CONC. LOADING RAMP

AutoCAD SHX Text

REPAIR GARAGE OUTDOOR STORAGE (GRAVEL)

AutoCAD SHX Text

30' SLIDING GATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text : 1"=

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text CONTROL POINTS POINT NUMBER NORTHING EASTING DESCRIPTION NORTHING EASTING DESCRIPTION EASTING DESCRIPTION DESCRIPTION #1 623896.656 19597769.240 SOUTH CORNER SECTION 32 623896.656 19597769.240 SOUTH CORNER SECTION 32 19597769.240 SOUTH CORNER SECTION 32 SOUTH CORNER SECTION 32 14 CORNER SECTION 32 #2 623934.544 19595153.407 SOUTHWEST CORNER SECTION 32 623934.544 19595153.407 SOUTHWEST CORNER SECTION 32 19595153.407 SOUTHWEST CORNER SECTION 32 SOUTHWEST CORNER SECTION 32 #3 624373.886 19596374.977 SET ROD AND CAP 624373.886 19596374.977 SET ROD AND CAP 19596374.977 SET ROD AND CAP SET ROD AND CAP #4 624379.754 19596189.183 SET ROD AND CAP 624379.754 19596189.183 SET ROD AND CAP 19596189.183 SET ROD AND CAP SET ROD AND CAP #5 624530.117 19596191.915 SET ROD AND CAP624530.117 19596191.915 SET ROD AND CAP19596191.915 SET ROD AND CAPSET ROD AND CAP

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

INDEX CODE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ROBERT C. HALL, RA, NCARB, DIRECTOR

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

751/19239.RWG/DNR Multi-Division 32 3113 - 1 CHAIN LINK FENCES AND GATES

Storage Facility

SECTION 32 3113

CHAIN LINK FENCES AND GATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Posts, rails, and frames.

B. Wire fabric.

C. Barbed wire.

D. Concrete.

E. Manual gates with related hardware.

F. Accessories.

1.02 REFERENCE STANDARDS

A. ASTM A121 - Standard Specification for Metallic-Coated Carbon Steel Barbed Wire 2019.

B. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products 2017.

C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware 2016a.

D. ASTM A392 - Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric 2011a (Reapproved 2017).

E. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete 2021b.

F. ASTM F567 - Standard Practice for Installation of Chain-Link Fence 2014a.

G. ASTM F1083 - Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures 2018.

H. CLFMI CLF-FIG0111 - Field Inspection Guide 2014.

I. FS RR-F-191/1D - Fencing, Wire and Post Metal (Chain-Link Fence Fabric) 1990.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on fabric, posts, accessories, fittings and hardware.

C. Manufacturer's Installation Instructions: Indicate installation requirements, post foundation anchor bolt templates

D. Fence Installer Qualification Statement.

E. Field Inspection Records: Provide installation inspection records that include post settings, framework, fabric, barbed wire, fittings and accessories, gates, and workmanship.

1.04 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.

B. Fence Installer: Company with demonstrated successful experience installing similar projects and products, with not less than five years of documented experience.

1.05 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

B. Correct defective Work within a five year period after Date of Substantial Completion.

C. Provide five year manufacturer warranty for framework and fabric.

PART 2 PRODUCTS

2.01 MANUFACTURERS

751/19239.RWG/DNR Multi-Division 32 3113 - 2 CHAIN LINK FENCES AND GATES

A. Chain Link Fences and Gates:

1. Master-Halco, Inc.: www.masterhalco.com.

2. Merchants Metals: www.merchantsmetals.com.

3. Substitutions: See Section 01 6000 - Product Requirements.

2.02 COMPONENTS

A. Line Posts: 1.9 inch diameter.

B. Corner and Terminal Posts: 2.38 inch diameter.

C. Gate Posts: 3-1/2 inch diameter.

D. Top and Brace Rail: 1.66 inch diameter, plain end, sleeve coupled.

E. Bottom Rail: 1.66 inch diameter, plain end, sleeve coupled.

F. Gate Frame: 1.66 inch diameter for welded fabrication.

G. Fabric: 2 inch diamond mesh interwoven wire, 6 gauge, 0.1920 inch thick, top selvage knuckle end closed, bottom selvage twisted tight.

H. Tension Wire: 6 gauge, 0.1920 inch thick steel, single strand.

I. Tie Wire: Aluminum alloy steel wire.

2.03 MATERIALS

A. Posts, Rails, and Frames:

1. Line Posts: Type I round in accordance with FS RR-F-191/1D.

2. Terminal, Corner, Rail, Brace, and Gate Posts: Type I round in accordance with FS RR-F-

191/1D.

B. Wire Fabric:

1. ASTM A392 zinc coated steel chain link fabric. 6 feet height.

C. Barbed Wire:

1. Zinc-coated steel, complying with ASTM A121 Type Z Coating Class 1; 3 strands of 0.099 inch diameter wire, with 2-pointed barbs at 4 inches on center.

D. Concrete:

1. Ready-mixed, complying with ASTM C94/C94M; normal Portland cement; 2,500 psi strength at 28 days, 3 inch slump; nominal size aggregate.

2.04 MANUAL GATES AND RELATED HARDWARE

A. Hardware for Double Swinging Gates: (3) 180 degree hinges; drop bolt on inactive leaf engaging socket stop set in concrete, active leaf latched to inactive leaf preventing raising of drop bolt, padlock hasp; keepers to hold gate in fully open position.

2.05 LIGHT-DUTY ARCHITECTURAL HARDWARE

A. Mechanical Latches: Steel latch, with mounting bracket for a nominal 1-5/8 inches (41 mm) diameter pipe post frame.

1. Single-Point Latches for Two-Leaf Gates: Pivoting double latch and strike assembly.

a. Adjustment Range: Designed for gaps of 2-1/2 to 6 inches between gate leaf frames.

b. Mounting to Gate Frame: U-bolts.

c. Locking: Padlockable from either side.

2. Finish: Galvanized.

3. Products:

a. DAC Industries, Inc; Commercial Strong Arm: www.dacindustries.com.

b. Substitutions: See Section 01 6000 - Product Requirements.

B. Hinge Set: For top and bottom support of swinging gate.

1. Swing Direction: Both ways.

2. Mounting to Round Fence Post and Gate Frame: Integral clamp.

751/19239.RWG/DNR Multi-Division 32 3113 - 3 CHAIN LINK FENCES AND GATES

3. Finish: Galvanized.

4. Products:

a. DAC Industries, Inc; Commercial Self-closing Hinge Set: www.dacindustries.com.

b. Substitutions: See Section 01 6000 - Product Requirements.

2.06 ACCESSORIES

A. Caps: Cast steel galvanized; sized to post diameter, set screw retainer.

B. Fittings: Sleeves, bands, clips, rail ends, tension bars, fasteners and fittings; steel.

C. Extension Arms: Cast steel galvanized, to accommodate 3 strands of barbed wire, single arm, vertical.

2.07 FINISHES

A. Components (Other than Fabric): Galvanized in accordance with ASTM A123/A123M, at 1.7 ounces per square foot.

B. Hardware: Hot-dip galvanized to weight required by ASTM A153/A153M.

C. Accessories: Same finish as framing.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verification of Conditions: Verify that areas are clear of obstructions or debris.

3.02 PREPARATION

A. Removal: Obstructions or debris.

3.03 INSTALLATION

A. Install framework, fabric, accessories and gates in accordance with ASTM F567.

B. Place fabric on outside of posts and rails.

C. Set intermediate posts plumb , in concrete footings with top of footing 6 inches (150 mm) below finish grade. Slope top of concrete for water runoff.

D. Line Post Footing Depth Below Finish Grade: ASTM F567.

E. Corner, Gate and Terminal Post Footing Depth Below Finish Grade: ASTM F567.

F. Brace each gate and corner post to adjacent line post with horizontal center brace rail. Install brace rail one bay from end and gate posts.

G. Provide top rail through line post tops and splice with 6 inch long rail sleeves.

H. Install center brace rail on corner gate leaves.

I. Do not stretch fabric until concrete foundation has cured 28 days.

J. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is less.

K. Position bottom of fabric 2 inches above finished grade.

L. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches on centers.

M. Install bottom tension wire stretched taut between terminal posts.

N. Install support arms sloped inward and attach barbed wire; tension and secure.

O. Do not attach the hinged side of gate to building wall; provide gate posts.

P. Install hardware and gate with fabric to match fence.

Q. Perform three random field inspections confirming proper installation.

3.04 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch.

751/19239.RWG/DNR Multi-Division 32 3113 - 4 CHAIN LINK FENCES AND GATES

B. Maximum Offset From True Position: 1 inch.

C. Do not infringe on adjacent property lines.

3.05 FIELD QUALITY CONTROL

A. See Section 01 4000 - Quality Requirements, for additional requirements.

B. Layout: Verify that fence installation markings are accurate to design, paying attention to gate locations, underground utilities, and property lines.

C. Post Settings: Randomly inspect three locations against design for:

1. Hole diameter.

2. Hole depth.

3. Hole spacing.

D. Fence Height: Randomly measure fence height at three locations or at areas that appear out of compliance with design.

E. Barbed Wire: Randomly inspect three locations against design for:

1. Spacing of barb wire.

2. Diameter of loops.

3. Quantity of loops per length of fence.

F. Gates: Inspect for level, plumb, and alignment.

G. Workmanship: Verify neat installation free of defects. See CLFMI CLF-FIG0111 for field inspection guidance.

3.06 CLEANING

A. Leave immediate work area neat at end of each work day.

B. Clean jobsite of excess materials; scatter excess material from post hole excavations uniformly away from posts. Remove excess material if required.

END OF SECTION

Addendum 1 (004).pdf

519251_DNR-Pre-Bid RFI Log_1.5.22.pdf

519251.A_C200A.pdf

Sheets and Views

C-200A

519251.A C200.pdf

Sheets and Views

EXISTING_DEMOLITION

32 3113-Chain Link Fences and Gates.pdf

File details come from the government source that posted it. Updated Mar 12, 2026.