Drawings 23105.pdf

PDF 2 MB Posted Mar 9, 2023

Attached to: 472/23105. TYC; Carson City CF - Fence Mods/ Additions
Solicitation number: RFQ - 171 - 230000000251
Issued by: Ionia County, Capac Village, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

The document is a set of drawings and specifications for a fencing project at the Carson City Correctional Facility, a state-owned facility in Michigan. The project involves the removal and replacement of existing fencing, gates, and razor ribbon at the facility. Key details include the installation of new 12-foot chain link control fencing with detainer hook razor ribbon, replacement of 10-foot double gates and 72-inch man gates, and the addition of vertical netting and poles. Contractors are required to submit shop drawings and contact MISS DIG to locate utilities prior to excavation. Bids for this project, designated as 472/23105, are due by 2:00 PM on the bid date.

The contract will be awarded by the Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division. Pricing terms, set-asides, and funding sources are not explicitly stated in the provided documents. Interested contractors are advised to review the full bid package and direct any questions to the designated project contact, Joe Sovis, at jsovis@matrixceinc.com.

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Other files

File	Type	Posted
LEIN Request 23105.pdf	PDF	Mar 9, 2023
Advertisement 23105.pdf	PDF	Mar 9, 2023
Specifications 23105.pdf	PDF	Mar 9, 2023
Addendum 1 23105.pdf	PDF	Mar 9, 2023

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M a t r ix

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WEST ADMIN

WEST SUPPORT

SERVICES 200

SALLY PORT

GUARD SHACK

EAST FOOD

SERVICE

EAST ADMIN

EAST

EDUCATION

EAST

HOUSING

UNIT A-B EAST

HOUSING

UNIT G-H

EAST HOUSING

UNIT C-D

EAST

HOUSING

UNIT E-F

EAST GYM

GREENHOUSE

EAST

HEALTHCARE

EAST

MAINTENANCE-1

WEST

MAINTENANCE

EAST

MAINTENANCE-2

WEST HOUSING

UNIT 400

WEST

HOUSING

UNIT 800

WEST

HOUSING

UNIT 700

WEST HOUSING

UNIT 900

WEST EDUCATION/

RECREATION 300

WEST HOUSING

UNIT 500

WEST MSI

BLDG-600

WEST HOUSING

UNIT 1200

FENCING KEY NOTES

RAZOR RIBBON CONNECTION TIE POINTS AND

ATTACHMENTS:

LARGE STAINLESS STEEL HOG RINGS WITH A MINIMUM

CROSS SECTION OF 12.5 GAUGE MAY BE USED,

PROVIDED THE RING WRAPS COMPLETELY AROUND

BARBED TAPE AND WIRE ATTACHED TO. RINGS MUST

BE OF ADEQUATE STRENGTH TO PREVENT OPENING

THE RING BY PULLING ON THE TAPE. HOG RINGS

SHALL NOT BE USED WHERE ELECTRONIC DETECTION

IS AN INTEGRAL PART OF THE FENCE SYSTEM.

INCLUDE TWO DAYS OF RE-SUPPORTING THE EXISTING

RAZOR RIBBON.

N FENCING SITE PLAN - NEW

0 50' 100'

REMOVE ALL EXISTING RAZOR RIBBON BELOW 8-FOOT.

PROVIDE AND INSTALL NEW 12' CHAIN LINK FENCE AND

POSTS WITH DETAINER HOOK RAZOR RIBBON,

STAINLESS STEEL, 51 LOOP, 5 CLIP, 12" LOOP SPACING

PER DETAIL #1 ON C200.

PROVIDE AND INSTALL NEW 10 FOOT DOUBLE GATES

PER DETAIL #2 ON C200.

PROVIDE AND INSTALL NEW 72" MAN GATE PER DETAIL

#6 ON C200.

REMOVE EXISTING VERTICAL RAZOR RIBBON. ADD

HORIZONTAL RAZOR RIBBON PER DETAIL #11 ON C201.

INSTALL NEW POLE AND VERTICAL NETTING PER

DETAIL #9 ON C200. POLES TO BE 50' APART.

PROVIDE AND INSTALL NEW CHAIN LINK FENCE AND

POSTS. FENCE TO BE 4' HIGH, NO RAZOR RIBBON

REQUIRED.

PROVIDE AND INSTALL NEW 10 FOOT DOUBLE GATES.

GATES TO BE 4' HIGH, NO RAZOR RIBBON OR

TRANSOM REQUIRED.

PROVIDE AND INSTALL NEW 36" MAN GATE. GATE TO

BE 4' HIGH, NO RAZOR RIBBON REQUIRED.

REMOVE EXISTING FENCE AND FOUNDATION. INSTALL

NEW POST, FENCE, AND 36' MAN GATE IN SAME

LOCATION.

5 5

5 5 5 5 55 5

EXISTING DRIVE

EXISTING GRASS

AREA

EXISTING FENCE TYP.

FENCING AND GATES NOTES

1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL FENCING.

2. ALL FRAMES SHALL BE CONSTRUCTED IN SHOP. CONTRACTOR SHALL

FIELD-MEASURE POSTS PRIOR TO CONSTRUCTION.

3. ALL WELDS SHALL BE CLEAN, UNIFORM, CONTINUOUS AND FREE OF RUST.

GRIND WELDS SMOOTH AND CLEAN PRIOR TO APPLICATION OF GALVANIZED

FINISH.

4. ALL HOLES SHALL BE HYDRO VACUUMED.

5. CONTRACTOR SHALL CONTACT MISS DIG, OR PRIVATE UTILITY LOCATION

ELECTROMAGNETIC INVESTIGATION CONTRACTOR, TO LOCATE SUB-SURFACE

UTILITIES AND OBSTACLES PRIOR TO EXCAVATION. CONTRACTOR IS

RESPONSIBLE FOR REPAIRS TO ITEMS DAMAGED DURING EXCAVATION AND

BORING. FACILITY SHALL BE INFORMED IMMEDIATELY WHENEVER AN INCIDENT

OCCURS.

6. PROVIDE ELECTROMAGNETIC SURVEY OF AREA PRIOR TO DOING ANY WORK.

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EXIST.

BLDG.

DETAINER

HOOK RAZOR

RIBBON w/

12" LOOP

SPACING

EXIST.

ROOF TOP

SCALE: N.T.S.

DETAINER ON BUILDING DETAIL7

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXIST.

1.660" TOP RAIL

NEW FENCE

SECTIONS

PER PLAN

1.660" MID RAIL

1.660" BOTTOM

RAIL

FINISHED GRADE

ADD DETAINER HOOK

RAZOR RIBBON WITH 12"

LOOP SPACING

1 12' CHAIN LINK CONTROL FENCE

SCALE: N.T.S.

GRADE

NEW CONTROL FENCE

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING 36

INSIDE

APPROACH

x x x x x x x x x x x x x

NEW 5/8" FIBERGLASS

RODS

SECTION VIEW

C200

4" DIA. GATE POST

1.660" TOP RAIL

1.660" MID RAIL

1.660" BOTTOM

RAIL

4" DIA.

GATE POST

FINISHED GRADE

2 10' BY 12' DOUBLE GATES WITH RAZOR MESH ANTI-CLIMB

SCALE: N.T.S.

STEEL PLATE

AROUND BOTTOM

OF GATES - REFER

TO DETAIL ON SITE.

1/4" PLATE STEEL

GUSSET TYP.

C200

NEW FENCE

NEW

DOUBLE TRUCK

GATES

C200

12'-0"

DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING ABOVE

TRUCK GATE

10' 10'

6" THICK CONCRETE

FOUNDATION PROVIDE

AND INSTALL REBAR AND

TIE REBAR TO PIERS. THE

FOUNDATION SHALL

EXTEND 9" PAST BOTH

SIDES OF GATES

C200

RAZOR MESH

ANTI-CLIMB

C200

RAZOR MESH

ANTI-CLIMB

GRADE

BOTTOM RAIL

FENCE FABRIC

SUPPORT POST

BOLT PLATES

TOGETHER

METAL PLATE ON TOP OF

BOTTOM RAIL

METAL PLATE ON

TOP OF BOTTOM

RAIL

BOTTOM RAIL

SUPPORT POST

METAL PLATE

3' - MAX

ALTERNATE METAL PLATE DETAIL (FOR GATES AND FENCE BELOW GRADE)3

SECTION VIEW

SIDE VIEW

CONCRETE SLAB

METAL PLATE

PLAN VIEW

BUTT AND WELD

PLATES TOGETHER

FENCE FABRIC

PLATES SHALL BE STAGGERED

BOTTOM RAIL

NOTES:

1. METAL PLATES SHALL BE 3/16" X 4" MIN. HEAVY

GALVANIZED OR STAINLESS STEEL.

2. BOLTS SHALL BE 3/8" MIN. GALVANIZED OR

STAINLESS STEEL.

3. PLATES SHALL BE STAGGERED SO NO SEAMS

LINE UP.

4. STAGER BOLTS ACROSS THE PLATES.

5. PAINT UNFINISHED METAL WITH ZRC COLD

GALVANIZING PAINT.

18" MAX

METAL PLATE

WELD NUT

BOLT TYP.WELD NUT

BOLT PLATES

TOGETHER

WELD TO BOTTOM RAIL

4" MAX

CANE BOLT LOCK FOR 20' WIDE GATES

SCALE: N.T.S.

CANE BOLT IN

OPEN POSITION

CANE BOLT IN

CLOSED

POSITION

CANE BOLT

RES, WELDED

CONTINUOUSLY

1" DIA. STEEL

CANE BOLT

GUIDES, WELDED

CONTINOUSLY

STOP, WELDED

CONTINOUSLY

FINISHED F=GRADE

18" DIA. X24" DEEP

CONCRETE PIER

1 1/2" DIA. STEEL

PIPE EMBEDDED IN

CONCRETE

45 DOUBLE GATE SLIDING LOCK FOR MAN GATE

SCALE: N.T.S.

6'-0"

12'-0""

6'-0"

1/4" PLATE STEEL

GUSSET (TYP.)

FENCE

SUPPORT POST (TYP)

4'-0" X 6'-8" MAN GATE

UNLESS NOTED

OTHERWISE ON SITE

PLAN

STEEL PLATE

AROUND BOTTOM

OF GATE - REFER

TO DETAIL ON SITE.

6 TYPICAL MAN GATE DETAIL

SCALE: N.T.S.

DETAINER HOOK

RAZOR RIBBON 36"

REFER TO

FLOOR PLANS

INSTALL DEAD BOLT

STYLE SLAM LOCK

LOCK BY OWNER

PLAN VIEW

5' MIN.

9" MIN.

CONCRETE FOUNDATION

PROVIDE AND INSTALL

REBAR

EXISTING

1.660" TOP RAIL

EXISTING

1.660" MID RAIL

EXISTING

1.660" BOTTOM RAIL

FENCE FABRIC - RAZOR MESH

SCALE: N.T.S.11

RAZOR MESH

24" WIDE MIN.

ON SECURE SIDE

OF FENCE

EXISTING

DETECTION CABLE

12" MIN

EXISTING

TENSION BANDS

EXISTING

TENSION BARS

EXISTING

1.660" MID RAIL

EXISTING FABRIC

RAZOR MESH

24" WIDE MIN.

ON SECURE SIDE

OF FENCE

EXISTING

DETECTION CABLE

12" MIN

EXISTING

TENSION BANDS

EXISTING

TENSION BARS

DETAIL FOR TWO SECTION OF FENCES DETAIL FOR CORNER SECTION OF FENCES

EXISTING FABRIC

EXISTING

1.660" BOTTOM RAIL

PROVIDE AND INSTALL STAINLESS STEEL TIE WIRES.

TIES SHALL BE TWIST TO SECURE THE RAZOR MESH

TO FENCE. INSTALL AT 12" O.C. WITH 9 GAUGE AND NO

LESS THAN 5 COMPLETE TWISTS.

NOTES:

EXISTING

1.660" TOP RAIL

(3) EXISTING

ROWS OF DETAINER

HOOK RAZOR RIBBON

(3) EXISTING

ROWS OF DETAINER

HOOK RAZOR RIBBON

GRADE

47' ABOVE

CONC. PIER

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

10' MAX

10'-0"

ROAD 3'-0"

EDGE OF POLE TO

EXISTING RAZOR

RIBBON SHALL BE

NO LESS THAN 6"

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING

"A" FENCE

EXISTING

"B" FENCE

x x x x x x x x x x x x x

NETTING

40' VERTICAL

EXISTING "C" FENCE

10' MIN

3' MIN

GRADE

3' MIN

STEEL POLE

WITH SLEEVE

VERTICAL

REINFORCING

9 NEW POLE DETAIL - VERTICAL NETTING

SCALE: N.T.S.

10 NEW POLE FOOTING

SCALE: N.T.S.

1'-0"

8 TYPICAL FENCE FOOTING

SCALE: N.T.S.

6" OF SOIL

WIRE TIES TO CONNECT

5/6" STEEL ROD TO PIER,

TYP.

CONCRETE FOOTING

TYP., 18" DIA.

6" DEEP MDOT 23A

CRUSHED LIMESTONE

5'-0"

C200

CONCRETE FOR POLE BASES

1. CONCRETE MATERIAL SHALL BE:

1.1. ASTM C150 - TYPE 1 PORTLAND, COLOR SHALL MATCH EXISTING.

1.2. FINE AND COARSE AGGREGATES: ASTM C33, FINE MDOT DESIGNATED 2NS,

COARSE MDOT DESIGNATED 6AA.

1.3. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE.

1.4. MIX CONCRETE IN ACCORDANCE WITH ASTM C94. MIXTURE SHALL BE

HIGH-EARLY IN ACCORDANCE WITH MDOT CONCRETE P-NC PER MDOT

STANDARD SPECIFCATIONS FOR CONSTRUCTION 2012, SECTION 603 AND

801.

2. THE CONCRETE DEPTH IS INDICATED ON THE DETAILS.

3. GRANULAR BASE SHALL BE 21AA CRUSHED LIMESTONE.

4. ADMIXTURES:

4.1. AIR ENTRAINMENT ASTM C260

4.2. CHEMICAL ASTM C494, TYPE B AND D ONLY, TYPE B - RETARDING TYPE D -

WATER REDUCING AND TESTING.

5. FORMED JOINTS:

5.1. PLACE EXPANSION JOINT FILLER BETWEEN PAVING COMPENTS, AND

BUILDING OR OTHER APPURTENANCES, EXCEPT WHERE SIDEWALK ABUTS

BITUMINOUS PAVEMENT. RECESS TOP OF FILLER 1/2 INCH.

6. PSI OF THE CONCRETE SHALL BE A MINIMUM OF 4,000 W/6-8% AIR INTRADEMENT

LIMESTONE MIX 4.5 TO 6.5 SLUMP.

7. REBAR SHALL BE PLACED IN CONCRETE PER THE INDUSTRY STANDARDS.

8. PLACING CONCRETE:

8.1. IN ACCORDANCE WITH ACI 301

8.2. ENSURE REINFORCEMENT, INSERTS, EMBEDDED PARTS AND FORMED

JOINTS ARE NOT DISTURBED DURING CONCRETE PLACEMENT.

8.3. POOR CONTINUOUSLY BETWEEN PREDETERMINED CONSTRUCTION JOINTS.

DO NOT BREAK OR INTERRUPT SUCCESSIVE POURS SUCH THAT COLD

JOINTS OCCUR.

9. SEALER:

9.1. PROVIDE AND INSTALL A PENETRATING SEALING COMPOUND ON BASES

EQUAL TO PENTREAT 244-100.

9.1.1. DESIGN TO LIMIT THE INTRUSION OF MOISTURE AND CHLORIDES INTO

THE SUBSTRATE.

9.1.2. REDUCES SPALLING.

9.1.3. PENETRATES DEEPLY FOR MAXIMUM PROTECTION.

9.1.4. MINIMIZES PENETRATION FROM DE-ICING CHEMICALS, SALT, WATER

THAT MIGHT DAMAGE CONCRETE SURFACES.

9.1.5. SEALS PORES AND CAPILLARIES OF SUBSTRATE, PREVENTING LIQUID

ABSORPTION WHILE ALLOWING EXCELLENT VAPOR TRANSMISSION.

9.1.6. LEAVES NO RESIDUE AND REQUIRES NO CLEANING AFTER

APPLICATION.

FOR NETTING AND POLES,

CONTACT:

kdevantier@sportsfield.com

155 BOYCE RD

MOCKSVILLE, NC 27028

www.sportsfield.com

FINISHED F=GRADE

SLIDING GATE LOCK

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T000-1625700-T-000

C100-1625700-30x42

C200-1625700-30x42

File details come from the government source that posted it. Updated Apr 3, 2024.