Plans.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ-171-210000000004-2
- Issued by
- Arenac County, Michigan
About this file
This bid document package contains architectural plans for a Housing Unit 3 Security Conversion project at the Baraga Correctional Facility in Baraga, Michigan, issued by the Michigan Department of Corrections and Department of Technology, Management and Budget. The project involves security fencing modifications and conversions around Housing Unit 3, including demolition of existing fencing, installation of new chain-link security fencing, gates, and associated concrete work. The bid documents were issued on October 8, 2020 with DTMB File No. 472/19480.JBB and OHM Project No. 7136190150.
The plans include detailed fencing layout drawings, demolition plans, and typical construction details for fence and gate installations. The scope includes removing existing chain link fencing, posts and concrete, installing new security fencing with proper footings and foundations, and coordinating work around existing utilities. The contractor is required to maintain site security during construction and protect adjacent facilities. The project contact is listed as Wesley Pietila and the facility is located at 13924 Wadaga Road, Baraga, Michigan 49908. No specific pricing or funding details are provided in these architectural plan sheets.
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Other files
| File | Type | Posted |
|---|---|---|
| Advertisement.pdf | ||
| Addendum No. 1.pdf | ||
| Technical Specifications.pdf |
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BARAGA CORRECTIONAL FACILITY
HOUSING UNIT 3 SECURITY CONVERSION
GENERAL NOTES:
1. GENERAL NOTES APPLY TO ALL DRAWINGS
2. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS
NOT INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE
ARCHITECT.
3. DIMENSIONS SHOWN ARE FINISH SURFACE OF EXISTING CONSTRUCTION, UNLESS
NOTED OTHERWISE.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS (I.E.
EXISTING MATERIALS, FRAMING MEMBER SIZES AND LOCATIONS, METHODS OF
CONSTRUCTION). IF DISCREPANCIES ARE FOUND, NOTIFY ENGINEER BEFORE
PROCEEDING WITH WORK.
5. CONTRACTOR SHALL PAY ALL PERMIT FEES.
6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,
CLEAN AND SAFE MANNER.
7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL
STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY
DAMAGES DURING CONSTRUCTION.
8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL
CONDITION.
DRAWING INDEX:
I Certify That The Plans Were Prepared Under My Direct Supervision
DT TITLE SHEET
G001 GENERAL NOTES, SYMBOLS AND DETAILS
13924 WADAGA ROAD, BARAGA, MICHIGAN 49908
ARCHITECTURAL
D101 DEMOLITION PLAN
A101 FENCING LAYOUT PLAN
A102 FENCING DETAILS
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ROBERT C. HALL, RA, NCARB, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
STATE OF MICHIGAN
HEIDI WASHINGTON , Director
DEPARTMENT OF CORRECTIONS
BID DOCUMENTS
OWNER:
DEPARTMENT OF CORRECTIONS
906-353-7070
PROJECT CONTACT- WESLEY PIETILA
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DTMB File No.
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08 OCT 2020
472AMFMAINTPROJ 19AMF15ACCOUNTING TEMP.
472/19480.JBB
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REVISION TAG
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EXISTING CHAIN LINK SECURITY FENCE
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PROPOSED CHAIN LINK SECURITY FENCE
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DEMOLITION OF FENCE OR OBJECT (AS NOTED)
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PATCH CONCRETE PATCHING (REFER TO PLANS)
AutoCAD SHX Text UTILITY NOTES 1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL EXISTING THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WITH LIKE MATERIAL. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE LOCATED BY HAND DIGGING. 2. THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF FACILITY AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OR COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREON SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER / SURVEYOR AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.
AutoCAD SHX Text EARTHWORK & GRADING 1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT. 2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS POSSIBLE AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED WITHIN FIVE CALENDAR DAYS OF COMPLETING FINAL GRADING. 3. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL DISTURBED AREAS AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS. 4. ALL FILL SHALL BE CLEAN SATISFACTORY MATERIAL AS IDENTIFIED IN THE ALL FILL SHALL BE CLEAN SATISFACTORY MATERIAL AS IDENTIFIED IN THE SPECIFICATIONS. 5. PROTECT AREAS ADJACENT TO MATERIAL STOCKPILES WITH SILT FENCE AS REQUIRED. PROTECT AREAS ADJACENT TO MATERIAL STOCKPILES WITH SILT FENCE AS REQUIRED.
AutoCAD SHX Text GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR TO CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. 2. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE IN ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO STARTING REMOVALS. 3. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS, OTHER THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS, OTHER STRUCTURES, AND ADJACENT AREAS CAUSED BY DEMOLITION OR HAULING OPERATIONS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND COMPLIANCE WITH MI-OSHA GUIDELINES. 5. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION. ADJUST WORK AS REQUIRED TO MEET FIELD DIMENSIONS AT NO ADDITIONAL COST TO THE OWNER. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH WORK. 6. THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS TO THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS. 7. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS. 8. ANY QUANTITIES AND DIMENSIONS SHOWN ON THE PLANS ARE PROVIDED FOR ANY QUANTITIES AND DIMENSIONS SHOWN ON THE PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.
AutoCAD SHX Text ADJ ADJUST ADJUST APPROX APPROXIMATELY APPROXIMATELY ASPH ASPHALT ASPHALT B/BANK BOTTOM OF BANK BOTTOM OF BANK CONC CONCRETE CONCRETE CT CURB TRANSITION CURB TRANSITION C&G CURB AND GUTTER CURB AND GUTTER CVT CITY, VILLAGE, OR TOWNSHIP CITY, VILLAGE, OR TOWNSHIP DIA DIAMETER DIAMETER DW DOMESTIC WATER DOMESTIC WATER EA EDGE OF ASPHALT EDGE OF ASPHALT ELEC ELECTRIC ELECTRIC ELEV ELEVATION ELEVATION EX EXISTING EXISTING F/C FACE OF CURB FACE OF CURB FF FINISH FLOOR FINISH FLOOR FG FINISHED GRADE FINISHED GRADE FT FEET FEET HDCP HANDICAP HANDICAP INV INVERT ELEVATION INVERT ELEVATION OB OBSERVATION WELL OBSERVATION WELL OBS OBSERVED OBSERVED OH OVERHEAD OVERHEAD OT OVER TOPPING OVER TOPPING PROP PROPOSEDPROPOSED
AutoCAD SHX Text R RADIUS RADIUS RES RESET RESET RIM TOP OF UTILITY/DRAINAGE STRUCTURE TOP OF UTILITY/DRAINAGE STRUCTURE ROW RIGHT-OF-WAY RIGHT-OF-WAY SAN SANITARY SANITARY SP SPRING WATER SPRING WATER SQFT SQUARE FEET SQUARE FEET STM STORM STORM SYD SQUARE YARD SQUARE YARD TC TOP OF CURB TOP OF CURB TELE TELEPHONE TELEPHONE TP TRAVERSE POINT TRAVERSE POINT TS&M TOPSOIL, SEED & MULCH TOPSOIL, SEED & MULCH TYP TYPICAL TYPICAL T/BANK TOP OF BANK TOP OF BANK UG UNDER GROUND UNDER GROUND WEL WELL LINES WELL LINES W# WELL LINE WELL LINE WM WATER MAIN WATER MAIN WTR WATER WATER YBT YELLOW BENCH TIE YELLOW BENCH TIE D RIPRAP SIZE WHERE 50% OF STONES 50RIPRAP SIZE WHERE 50% OF STONES ARE LARGER D MAX STONE SIZE / AVG DEPTH OF MAXMAX STONE SIZE / AVG DEPTH OF RIPRAP
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KEY PLAN
HOUSING UNIT #3
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EDUCATION
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WAREHOUSE
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WADAGA ROAD
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AREA OF WORK
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LIKELY LAYDOWN AREA
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PROTECT EXISTING LIGHT POLE (LP) TYPICAL
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EXISTING CONCRETE APRON TO REMAIN
AutoCAD SHX Text EXISTING CONCRETE WALK TO REMAIN. REMOVE AND SALVAGE EXISTING CHAIN LINK ENCLOSURE
AutoCAD SHX Text REMOVE AND SALVAGE EXISTING CHAIN LINK ENCLOSURES COMPLETELY, INCLUDING FENCING, POSTS, GATES AND CHAIN LINK CEILINGS. CUT/ GRIND ALL ANCHOR BOLTS FLUSH WITH THE CONCRETE AND PATCH THE EXISTING CONCRETE APRON AS REQ'D AFTER REMOVAL OF FENCE POST BASEPLATES AND ANCHORS
AutoCAD SHX Text
PROTECT EXISTING GRAVEL PERIMETER ZONE (TO REMAIN)
AutoCAD SHX Text
PROTECT EXISTING CHAIN LINK PERIMETER FENCING WITH RAZORWIRE (TO REMAIN)
AutoCAD SHX Text
PROTECT EXISTING GRAVEL PERIMETER ZONE (TO REMAIN)
AutoCAD SHX Text
PROTECT EXISTING CHAIN LINK PERIMETER FENCING WITH RAZORWIRE (TO REMAIN)
AutoCAD SHX Text REMOVE AND SALVAGE EXISTING CHIN-UP BARS AND POSTS. CUT/ GRIND ALL ANCHOR BOLTS FLUSH WITH THE CONCRETE AND PATCH THE EXISTING CONCRETE APRON AS REQ'D AFTER REMOVAL OF POST BASEPLATES AND ANCHORS
AutoCAD SHX Text
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AutoCAD SHX Text
EXISTING CONCRETE SLAB TO REMAIN
AutoCAD SHX Text
EXISTING CONCRETE WALK
AutoCAD SHX Text
EXISTING INTERNAL CHAIN LINK SECURITY FENCE
AutoCAD SHX Text
EXISTING INTERNAL CHAIN LINK SECURITY FENCE
AutoCAD SHX Text
ADDITIONAL WORK AREA ACCESS GATE TO THE NORTH
AutoCAD SHX Text
WORK AREA ACCESS GATES
AutoCAD SHX Text
STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
AutoCAD SHX Text
UNDERGROUND POWER
AutoCAD SHX Text
UNDERGROUND POWER
AutoCAD SHX Text
UNDERGROUND POWER
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UNDERGROUND POWER
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UNDERGROUND POWER
AutoCAD SHX Text
EXISTING WORK ACCESS GATE
AutoCAD SHX Text DEMOLITION NOTES 1. EXISTING CHAIN LINK FENCING, POSTS, GATE, ETC. TO BE SALVAGED AND IS NOT EXISTING CHAIN LINK FENCING, POSTS, GATE, ETC. TO BE SALVAGED AND IS NOT REQUIRED TO BE COMPLETELY DISASSEMBLED. IT CAN BE REMOVED FROM THE WORK AREA IN PANELS THAT CAN FIT THROUGH THE GATES. 2. CONTRACTOR SHALL STOCKPILE ALL SALVAGED MATERIALS ONSITE AT A LOCATION TO BE CONTRACTOR SHALL STOCKPILE ALL SALVAGED MATERIALS ONSITE AT A LOCATION TO BE DETERMINED BY THE OWNER. 3. ANCHOR BOLT NUTS ARE WELDED TO BASEPLATES. PROTECT THE BASEPLATES IN A ANCHOR BOLT NUTS ARE WELDED TO BASEPLATES. PROTECT THE BASEPLATES IN A MANNER THAT THEY ARE REUSABLE AFTER THEY ARE REMOVED. PROTECT THE CONCRETE BELOW THE BASEPLATES AND PATCH ANY SPALLING THAT OCCURS AS A RESULT OF REMOVAL. 4. ACCESS TO THE WORK AREA WILL BE THROUGH THE GATE IN THE INTERNAL FENCE JUST ACCESS TO THE WORK AREA WILL BE THROUGH THE GATE IN THE INTERNAL FENCE JUST NORTH OF HOUSING UNIT 3. 5. REFER TO THE SPECIFICATIONS FOR LIMITS ON WORKING HOURS. REFER TO THE SPECIFICATIONS FOR LIMITS ON WORKING HOURS. 6. THE CONTRACTOR WILL BE ALLOWED TO STAGE TOOLS IN A LOCKED TOOL BOX STORED THE CONTRACTOR WILL BE ALLOWED TO STAGE TOOLS IN A LOCKED TOOL BOX STORED IN THE MECHANICAL ROOM OF HOUSING UNIT 3 AS COORDINATED WITH THE FACILITY.
AutoCAD SHX Text 1/16" = 1'-0"
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJECT:
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PROJECT:
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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AutoCAD SHX Text M http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text
472/19480.JBB
AutoCAD SHX Text 7136190150
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08 OCT 2020
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KEY PLAN
HOUSING UNIT #3
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FENCING LAYOUT PLAN1
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ADMIN
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FOOD SERVICES
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EDUCATION
AutoCAD SHX Text
WAREHOUSE
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AutoCAD SHX Text
WADAGA ROAD
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AREA OF WORK
AutoCAD SHX Text
LIKELY LAYDOWN AREA
AutoCAD SHX Text
EXISTING LIGHT POLE (LP) TYPICAL
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LP
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LP
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EXISTING CONCRETE APRON
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EXISTING CONCRETE WALK TO REMAIN
AutoCAD SHX Text
EXISTING GRAVEL PERIMETER ZONE
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EXISTING CHAIN LINK PERIMETER FENCING WITH RAZOR RIBBON
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EXISTING GRAVEL PERIMETER ZONE
AutoCAD SHX Text
EXISTING CHAIN LINK PERIMETER FENCING WITH RAZOR RIBBON
AutoCAD SHX Text
NEW CHAIN LINK FENCING ENCLOSURE WITH DETAINER STYLE RAZOR RIBBON
AutoCAD SHX Text NEW 14'-0"Wx14'-0"H CHAIN LINK GATE WITH DETAINER STYLE RAZOR RIBBON AND LATCH SIMILAR TO EXISTING FOOD SERVICE GATE
AutoCAD SHX Text A102
AutoCAD SHX Text
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CORNER POST (TYP)
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CORNER POST (TYP)
AutoCAD SHX Text INTERMEDIATE POSTS @ 10'-0" oc MAX (TYP)
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END POST NOT CONNECTED TO BUILDING (TYP)
AutoCAD SHX Text A102
AutoCAD SHX Text
AutoCAD SHX Text A102
AutoCAD SHX Text
AutoCAD SHX Text PATCH EXISTING CONCRETE APRON AS REQ'D AFTER REMOVAL OF FENCEPOST AND PULL-UP BAR BASEPLATES AND ANCHORS
AutoCAD SHX Text A102
AutoCAD SHX Text
AutoCAD SHX Text A102
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EXISTING CONCRETE SLAB TO REMAIN
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EXISTING CONCRETE WALK
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EXISTING INTERNAL CHAIN LINK SECURITY FENCE
AutoCAD SHX Text NOTE: FENCE LAYOUT DIMENSIONS ARE APPROXIMATE TO ALOW FOR FIELD ADJUSTMENTS BASED ON EXISTING CONDITIONS AND UNDERGROUND UTILITIES FOUND. ANGLES SHOULD BE HELD TRUE TO PLAN (+/-). DIMENSIONS SHALL BE WITHIN 2'-0" OF SPECIFIED DIMENSIONS. ALL FENCING SHALL BE A MINIMUM OF 6'-0" FROM ANY LIGHT POLE.
AutoCAD SHX Text RESTORE ALL AREAS DISTURBED DURING THE WORK UTILIZING TOPSOIL, SEED, AND MULCH PER THE SPECIFICATIONS. APPROXIMATELY 250 SY ALONG THE FENCE LINE IF REQUIRED.
AutoCAD SHX Text ALL AREAS DISTURBED WHILE PERFORMING THE WORK INCLUDING ANY RUTS CREATED BY EQUIPMENT SHALL BE RESTORED PER THE TURF AND GRASSES SPECIFICATION.
AutoCAD SHX Text
EXISTING SECURITY CAMERA MOUNTED ON EXTERIOR WALL TO REMAIN IN PLACE
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ADDITIONAL WORK AREA ACCESS GATES IF DESIRED
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REFERENCE
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REFERENCE
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STORM SEWER
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STORM SEWER
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STORM SEWER
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STORM SEWER
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UNDERGROUND POWER
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UNDERGROUND POWER
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UNDERGROUND POWER
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UNDERGROUND POWER
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UNDERGROUND POWER
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EXISTING WORK ACCESS GATE
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CENTERED
AutoCAD SHX Text PROVIDE 36" DIAMETER DETAINER HOOK RAZOR RIBBON WITH 12" LOOP SPACING IN (2) HORIZONTAL ROWS AT END OF FENCING FOR A DISTANCE OF 6'-0" ALONG THE FACE OF THE BUILDING INSIDE THE FENCE
AutoCAD SHX Text PROVIDE 36" DIAMETER DETAINER HOOK RAZOR RIBBON WITH 12" LOOP SPACING IN (2) HORIZONTAL ROWS AT END OF FENCING FOR A DISTANCE OF 6'-0" ALONG THE FACE OF THE BUILDING INSIDE THE FENCE
AutoCAD SHX Text 1/16" = 1'-0"
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJECT:
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PROJECT:
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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AutoCAD SHX Text M http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text
472/19480.JBB
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08 OCT 2020
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TYPICAL FENCE CONSTRUCTION1
TYPICAL GATE LATCH CONDITION TO MATCH4
TYPICAL END OF FENCE CONSTRUCTION AT FACE OF BUILDING2
TYPICAL GATE CONSTRUCTION3
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NOT TO SCALE
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NOT TO SCALE
AutoCAD SHX Text
TENSION BAR WITH BANDS AT GATE POSTS AND CORNERS (TYP)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 4" CORNER & GATE POSTSCORNER POST DETAIL IS SHOWN FOR 90°CORNER, CORNERS OTHER THAN 90°CHANGES IN DIRECTION ARE SIMILAR.
AutoCAD SHX Text MALLEABLE IRON DOME TOP POST CAP AT CORNERS AND GATES. LOOP CAPS AT ALL INTERMEDIATE POSTS
AutoCAD SHX Text
1 5/8" O.D. NOMINAL HORIZONTAL BRACE AT TOP, MIDDLE AND BOTTOM (TYP)
AutoCAD SHX Text 9 GAUGE x 16'-0" [2" MESH] 0.4oz ALUMINIZED CHAIN LINK FENCE FABRIC
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text 18" x 60" DEEP CONCPOST FOOTING W/ TOP OF FTG 3" MIN BELOW GRADE (TYP)
AutoCAD SHX Text 3" LINE POSTS @10'-0" oc MAX
AutoCAD SHX Text
SLOPE TO SHED WATER (TYP)
AutoCAD SHX Text PROVIDE 36" DIAMETER DETAINER HOOK RAZOR RIBBON WITH 12" LOOP SPACING HORIZONTALLY AT TOP OF FENCE PER THE SPECIFICATIONS
AutoCAD SHX Text 58" DIAMETER x 72" TALL FIBERGLASS RODS WITH 36" ABOVE THE POST AND 36" SECURED TO POSTS BELOW. ROD NOT TO EXTEND ABOVE TOP OF RIBBON
AutoCAD SHX Text
NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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FINISHED GRADE
AutoCAD SHX Text 18" x 60" DEEP CONC POST FOOTING SET UP AGAINSTEXISTING BUILDING FOUNDATION WALLS. TOP OF FOOTING DOWN 3" MIN BELOW FIN GRADE. DIG POST FOOTING HOLE TO VERIFY EXISTING BUILDING FOUNDATION CONSTRUCTION TO DETERMINE IF FOOTING CAN BE CONSTRUCTED AS INDICATED. NOTIFY ENGINEER IF EXISTING CONDITIONS NEED TO BE REVIEWED. INSTALL OFFSET TO POST FOR PROPER ANCHORAGE INTO FOOTING. SPRAY EXISTING WALL FOOTING WITH FORM RELEASE AGENT JUST PRIOR TO POURING CONCRETE.
AutoCAD SHX Text PROVIDE 36" DIAMETER DETAINER HOOK RAZOR RIBBON WITH 12" LOOP SPACING IN (2) HORIZONTAL ROWS AT END OF FENCING FOR A DISTANCE OF 6'-0" ALONG THE FACE OF THE BUILDING INSIDE THE FENCE
AutoCAD SHX Text PROVIDE 36" DIAMETER DETAINER HOOK RAZOR RIBBON WITH 12" LOOP SPACING HORIZONTALLY AT TOP OF FENCE PER THE SPECIFICATIONS
AutoCAD SHX Text
FACE OF EXISTING BUILDING
AutoCAD SHX Text END OF FENCE WITH POST SET AS CLOSE AS POSSIBLE TO FACE OF EXISTING BUILDING (MAXIMUM OF 4" AWAY). LAP FENCING OVER THE POST TO EXTEND TO THE BUILDING WALL TO CLOSE OFF THE GAP BETWEEN THE POST AND THE WALL. SEE TYPICAL POST FOUNDATION CONSTRUCTION NOTES AT DETAIL 1/ A102
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NOT TO SCALE
AutoCAD SHX Text 58" DIAMETER x 72" TALL FIBERGLASS RODS WITH 36" ABOVE THE POST AND 36" SECURED TO POSTS BELOW. ROD NOT TO EXTEND ABOVE TOP OF RIBBON
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NOT TO SCALE
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NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TENSION BAR WITH BANDS AT GATE POSTS AND CORNERS (TYP)
AutoCAD SHX Text 4" CORNER & GATE POSTSCORNER POST DETAIL IS SHOWN FOR 90°CORNER, CORNERS OTHER THAN 90°CHANGES IN DIRECTION ARE SIMILAR.
AutoCAD SHX Text
MALLEABLE IRON POST CAP (TYP)
AutoCAD SHX Text
1 5/8" O.D. NOMINAL HORIZONTAL BRACE AT TOP, MIDDLE AND BOTTOM (TYP)
AutoCAD SHX Text 9 GAUGE x 16'-0" [2" MESH] 0.4oz ALUMINIZED CHAIN LINK FENCE FABRIC
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text A102
AutoCAD SHX Text
AutoCAD SHX Text
MATCH GATE LATCH EXAMPLE AT SITE (COORD W/ OWNER)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text PROVIDE 36" DIAMETER DETAINER HOOK RAZOR RIBBON WITH 12" LOOP SPACING HORIZONTALLY AT TOP OF FENCE PER THE SPECIFICATIONS
AutoCAD SHX Text 18" x 60" DEEP CONC POST FOOTING W/TOP OF FTG 3" MIN BELOW GRADE (TYP)
AutoCAD SHX Text 58" DIAMETER x 72" TALL FIBERGLASS RODS WITH 36" ABOVE THE POST AND 36" SECURED TO POSTS BELOW. ROD NOT TO EXTEND ABOVE TOP OF RIBBON
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NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
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NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJECT:
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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| Sheets and Views |
| DT TITLE SHEET |
| G001 GENERAL NOTES, SYMBOLS AND DETAILS |
| 7136190150-V_NOTES |
| D101 DEMOLITION PLAN |
| 7136190150-DV_DEMO PLAN |
| 7136190150-V_NOTES |
| A101 FENCING LAYOUT PLAN |
| 7136190150-V_KEY PLAN |
| 7136190150-V_BASE PLAN(2) |
| A102 FENCING DETAILS |
| 7136190150-V_FENCE DETAILS |
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