NOT TO SCALE EXPANSION JOINT 1 CHAMFER BUSH … Pole Detail.pdfstd. duty concrete maintenance ring...
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PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION
NOT TO SCALE EXPANSION JOINT 1 CHAMFER BUSH … Pole Detail.pdfstd. duty concrete maintenance ring encircling concrete footing. project anchor bolts 3" above top of base. provide double
EDGE OF SIDEWALK, CURB, STREET, PAVED AREA, BUILDING OR MISC. OBSTRUCTION
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EXPANSION JOINT
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1" CHAMFER
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BUSH CONDUITS
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BASE COVER
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CONNECT GROUND TO POLE BASE W/BURNDY NO. GB4C
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FUSE(S) IN CKT. TO BALLAST WITH BUSS TYPE "KTK" FUSE(S) AND BUSS"TRON" HEB-AA WATERPROOF FUSE HOLDERS. SIZE FUSES AS REQUIRED BY LUMINAIRE MANUFACTURER
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FINISH GRADE
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STD. DUTY CONCRETE MAINTENANCE RING ENCIRCLING CONCRETE FOOTING
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PROJECT ANCHOR BOLTS 3" ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASED FLANGE.)
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HAND HOLE - 4" X 6" (NOMINAL) (SEE NOTE 7)
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NOTE: OMIT CONCRETE MAINTENANCE RING IN NON-LAWN AREAS.
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POLE ID TAG
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4"
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4"
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DESIGN NOTES:
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1. POLE LOCATION AND SPACING FOR POLE LOCATION AND SPACING FOR SPECIFIC PROJECTS SHALL COMPLY WITH CMU STANDARDS. 2. DESIGN ENGINEER SHALL SUBMIT DESIGN ENGINEER SHALL SUBMIT POINT X POINT PRINT OUT OF PROJECT AREA TO CMU PROJECT MANAGER. 3. DESIGN ENGINEER SHALL PROVIDE DESIGN ENGINEER SHALL PROVIDE SPECIFIC CONDUIT AND WIRE REQUIREMENTS 4. DESIGN STRUCTURAL ENGINEER SHALL DESIGN STRUCTURAL ENGINEER SHALL REVIEW SOIL CONDITIONS AND ADJUST BASE DESIGN TO SUIT SOIL CONDITIONS 5. DESIGN ENGINEER TO DETERMINE POLE BASE DESIGN ENGINEER TO DETERMINE POLE BASE DEPTH BASED ON THE NUMBER OF LUMINARIES PER POLE, WIND LOAD, AND SOIL CONDITIONS 6. IF GROUND JUNCTION BOX IS REQUIRED IF GROUND JUNCTION BOX IS REQUIRED USE CARSON L SERIES 16"X21"X12" WITH TYCO WATER PROOF STREET SPLICE KITS. DESIGN ENGINEER SHALL CALL FOR EXACT GROUND J.B. LOCATIONS. GROUND J.B. SHALL BE INSTALLED IN HIGH GROUND WHICH IS NOT SUBJECT TO FLOODING. COORDINATE WITH CMU PROJECT MANAGER. 7. ADDITIONAL HANDHOLE MAY BE REQUIRED FOR ADDITIONAL HANDHOLE MAY BE REQUIRED FOR SECURITY CAMERA AT 8'-6" ABOVE POLE FLANGE TO CL - COORDINATE W/CMU PM FOR SECURITY CAMERA LOCATION. 8. CONCRETE FOR LIGHT POLE BASSES AND CONCRETE FOR LIGHT POLE BASSES AND MAINTENANCE RINGS TO BE AIR ENTRAINED WITH A 28-DAY COMPRESSIVE STRENGTH OF OF 4,000 psi.
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PVC CONDUIT
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CONTRACTOR TO RUN #12 WIRES FROM THE FUSES TO THE FIXTURES
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HOME RUN C/W
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HOME RUN C/W
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NO. 8 TW GREEN GROUND WIRE
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5/8" X 8' COPPER WELD GROUND ROD
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GROUND ROD CLAMP BURNDY NO. GAR-644C
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TO 10'-0" SEE NOTES 4&5
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6' +/- ABOVE GRADE
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NOT TO SCALE
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%%UPOLE ID TAG DETAIL
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1201
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KE-LPA-21
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UNIQUE POLE NUMBER
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CIRCUIT NUMBER: KE = 2 DIGIT ALPHA/NUMERIC BUILDING DESIGNATION LPA = PANEL FEEDING POWER 21 = CIRCUIT NUMBER(S)
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1/4" WHITE LETTERS ON BLACK BACKGROUND ENGRAVED LAMINATED PLASTIC TAG.
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2" WHITE LETTERS ON BLACK BACKGROUND ENGRAVED LAMINATED PLASTIC TAG.
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NOTE 1,-TYP
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1. DRILL POLE & DO NOT FULLY PENETRATE POLE WALL. MOUNT TAGS W/ FINE THREAD S.S. MACHINE BOLT, OR APPROVED EQUAL. 2. ID TAG TO BE ATTACHED ON SAME SIDE AS HANDHOLE
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TAG NOTES:
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VOLTAGE
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POLE SET BACK:
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MINIMUM DISTANCE
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FROM EDGE TO POLE CENTER
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SIDEWALK, WALKWAY
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STREET, PARKING LOT
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DIMENSION 'X'
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3'-3"
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7'-3"
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GROUT RUB AND HAND FINISH ALL EXPOSED CONCRETE TOP AND SIDES
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EXPANSION JOINT
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POLE BASE
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EDGE OF SIDEWALK
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CONCRETE LANDSCAPE RING
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NOT TO SCALE
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%%UMAINTENANCE RING
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18" DIA.
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PEASTONE
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CENTRAL MICHIGAN UNIVERSITY
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CMU PROJECT NO.
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PLOT DATE
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SHEET NO.
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DWG CREATED
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ACAD FILE#
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SCALE
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10
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8
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9
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DESCRIPTION
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DRAWING SET INFO
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90% CONSTRUCTION DOC. REVIEW
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50% CONSTRUCTION DOC. REVIEW
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90% DESIGN DEVELOPMENT REVIEW
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50% DESIGN DEVELOPMENT REVIEW
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90% SCHEMATIC DESIGN REVIEW
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FINAL RECORD - AS BUILT SET
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BID AND CONSTRUCTION SET
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50% SCHEMATIC DESIGN REVIEW
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3
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5
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6
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7
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4
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DATE
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1
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2
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#
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DRAWN BY
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CHECKED BY
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APPROVED BY
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REVISIONS
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ORIGIONAL
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COPY
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FOR REFERENCE ONLY
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FAX: (989)774-6187
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OFFICE: (989)774-6559
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FACILITIES MANAGEMENT
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PLANT ENGINEERING
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MOUNT PLEASANT, MI 48859
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206 COMBINED SERVICES BUILDING
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& PLANNING OFFICE
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10' & 16' EXTERIOR LIGHTING
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ELECTRICAL
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E-1
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8.24.06
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6.21.06
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NTS
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7.23.14
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Revise Pole ID Tag
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4.23.13
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5.12.14
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Light Pole Revisions
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NEW LIGHTING STANDARD
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NOT TO SCALE
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%%uOUTDOOR LIGHTING STANDARDS
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%%U24' EXTERIOR LIGHT POLE BASE DETAIL
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CAGE SHALL BE 18' DIAMETER WITH #3 TIE RODS AT 14" O.C. AND (8) #6 REBAR
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ANCHOR BOLTS TO BE FURNISHED BY POLE MANUFACTURER
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REINFORCED CONCRETE BASE W/ FULL HT. SONSTUBE
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COMPACTED GRAVEL BASE
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EDGE OF SIDEWALK, CURB, STREET, PAVED AREA, BUILDING OR MISC. OBSTRUCTION
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EXPANSION JOINT
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1" CHAMFER
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BUSH CONDUITS
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BASE COVER
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CONNECT GROUND TO POLE BASE W/BURNDY NO. GB4C
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FUSE(S) IN CKT. TO BALLAST WITH BUSS TYPE "KTK" FUSE(S) AND BUSS"TRON" HEB-AA WATERPROOF FUSE HOLDERS. SIZE FUSES AS REQUIRED BY LUMINAIRE MANUFACTURER
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FINISH GRADE
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STD. DUTY CONCRETE MAINTENANCE RING ENCIRCLING CONCRETE FOOTING
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PROJECT ANCHOR BOLTS 3" ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASED FLANGE.)
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HAND HOLE - 4" X 6" (NOMINAL) (SEE NOTE 7)
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NOTE: OMIT CONCRETE MAINTENANCE RING IN NON-LAWN AREAS.
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POLE ID TAG
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4"
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4"
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DESIGN NOTES:
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POLE SET BACK:
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MINIMUM DISTANCE
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FROM EDGE TO POLE CENTER
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SIDEWALK, WALKWAY
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STREET, PARKING LOT
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DIMENSION 'X'
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3'-3"
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7'-3"
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1. POLE LOCATION AND SPACING FOR POLE LOCATION AND SPACING FOR SPECIFIC PROJECTS SHALL COMPLY WITH CMU STANDARDS. 2. DESIGN ENGINEER SHALL SUBMIT DESIGN ENGINEER SHALL SUBMIT POINT X POINT PRINT OUT OF PROJECT AREA TO CMU PROJECT MANAGER. 3. DESIGN ENGINEER SHALL PROVIDE DESIGN ENGINEER SHALL PROVIDE SPECIFIC CONDUIT AND WIRE REQUIREMENTS 4. DESIGN STRUCTURAL ENGINEER SHALL DESIGN STRUCTURAL ENGINEER SHALL REVIEW SOIL CONDITIONS AND ADJUST BASE DESIGN TO SUIT SOIL CONDITIONS 5. DESIGN ENGINEER TO DETERMINE POLE BASE DESIGN ENGINEER TO DETERMINE POLE BASE DEPTH BASED ON THE NUMBER OF LUMINARIES PER POLE, WIND LOAD, AND SOIL CONDITIONS 6. IF GROUND JUNCTION BOX IS REQUIRED IF GROUND JUNCTION BOX IS REQUIRED USE CARSON L SERIES 16"X21"X12" WITH TYCO WATER PROOF STREET SPLICE KITS. DESIGN ENGINEER SHALL CALL FOR EXACT GROUND J.B. LOCATIONS. GROUND J.B. SHALL BE INSTALLED IN HIGH GROUND WHICH IS NOT SUBJECT TO FLOODING. COORDINATE WITH CMU PROJECT MANAGER. 7. ADDITIONAL HANDHOLE MAY BE REQUIRED FOR ADDITIONAL HANDHOLE MAY BE REQUIRED FOR SECURITY CAMERA AT 8'-6" ABOVE POLE FLANGE TO CL - COORDINATE W/CMU PM FOR SECURITY CAMERA LOCATION.
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PVC CONDUIT
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CONTRACTOR TO RUN #12 WIRES FROM THE FUSES TO THE FIXTURES
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HOME RUN C/W
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HOME RUN C/W
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NO. 8 TW GREEN GROUND WIRE
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5/8" X 8' COPPER WELD GROUND ROD
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GROUND ROD CLAMP BURNDY NO. GAR-644C
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%%UPOLE ID TAG DETAIL
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TO 10'-0" SEE NOTES 4&5
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6' +/- ABOVE GRADE
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GROUT RUB AND HAND FINISH ALL EXPOSED CONCRETE TOP AND SIDES
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1201
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KE-LPA-21
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UNIQUE POLE NUMBER
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CIRCUIT NUMBER: KE = 2 DIGIT ALPHA/NUMERIC BUILDING DESIGNATION LPA = PANEL FEEDING POWER 21 = CIRCUIT NUMBER(S)
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1/4" WHITE LETTERS ON BLACK BACKGROUND ENGRAVED LAMINATED PLASTIC TAG.
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2" WHITE LETTERS ON BLACK BACKGROUND ENGRAVED LAMINATED PLASTIC TAG.
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NOTE 1,-TYP
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1. DRILL POLE & DO NOT FULLY PENETRATE POLE WALL. MOUNT TAGS W/ FINE THREAD S.S. MACHINE BOLT, OR APPROVED EQUAL. 2. ID TAG TO BE ATTACHED ON SAME SIDE AS HANDHOLE
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TAG NOTES:
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VOLTAGE
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24" DIA.
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PEASTONE
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8. CONCRETE FOR LIGHT POLE BASSES AND CONCRETE FOR LIGHT POLE BASSES AND MAINTENANCE RINGS TO BE AIR ENTRAINED WITH A 28-DAY COMPRESSIVE STRENGTH OF 4,000 psi
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CENTRAL MICHIGAN UNIVERSITY
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CMU PROJECT NO.
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PLOT DATE
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SHEET NO.
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DWG CREATED
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ACAD FILE#
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SCALE
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10
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8
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9
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DESCRIPTION
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DRAWING SET INFO
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90% CONSTRUCTION DOC. REVIEW
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50% CONSTRUCTION DOC. REVIEW
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90% DESIGN DEVELOPMENT REVIEW
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50% DESIGN DEVELOPMENT REVIEW
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90% SCHEMATIC DESIGN REVIEW
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FINAL RECORD - AS BUILT SET
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BID AND CONSTRUCTION SET
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50% SCHEMATIC DESIGN REVIEW
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3
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5
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6
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7
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4
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DATE
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1
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2
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#
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DRAWN BY
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CHECKED BY
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APPROVED BY
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REVISIONS
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ORIGIONAL
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COPY
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FOR REFERENCE ONLY
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FAX: (989)774-6187
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OFFICE: (989)774-6559
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FACILITIES MANAGEMENT
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PLANT ENGINEERING
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MOUNT PLEASANT, MI 48859
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206 COMBINED SERVICES BUILDING
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& PLANNING OFFICE
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24' EXTERIOR LIGHTING
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ELECTRICAL
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E-2
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8.24.06
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8.6.14
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NTS
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8.6.14
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NEW DRAWING
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ORIENTATION OF JUNCTION BOX (NOT LINED UP WITH DRIVING DIRECTION)
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LOCATION OF POLE AS SHOWN IN COMPARISON TO PARKING SPOTS
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POLE ID TAG
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HAND HOLE - 4" X 6" (NOMINAL)
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FUSE(S) IN CKT. TO BALLAST WITH BUSS TYPE "KTK" FUSE(S) AND BUSS"TRON" HEB-AA WATERPROOF FUSE HOLDERS. SIZE FUSES AS REQUIRED BY LUMINAIRE MANUFACTURER
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FINISH GRADE
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HOME RUN C/W
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HOME RUN C/W
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%%U30' EXTERIOR LIGHT POLE BASE DETAIL
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%%uOUTDOOR LIGHTING STANDARDS
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NOT TO SCALE
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CARLON 8" X 8" X 4" CURVED LID JUNCTION BOX P/N E88C24
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NO. 8 TW GREEN GROUND WIRE
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5/8" X 8' COPPER WELD GROUND ROD
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GROUND ROD CLAMP BURNDY NO. GAR-644C
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1" CHAMFER
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BASE COVER
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CONNECT GROUND TO POLE BASE W/BURNDY NO. GB4C
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PROJECT ANCHOR BOLTS 3" ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASED FLANGE.)
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WELD NO. 5 TIE RODS ALL AROUND @ 12" O.C.
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4 NO. 5 REBARS FOR CAGE
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ANCHOR BOLTS TO BE FURNISHED BY POLE MANUFACTURER
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REINFORCED CONCRETE BASE W/ FULL HT. SONOTUBE
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GROUT RUB AND HAND FINISH ALL EXPOSED CONCRETE TOP AND SIDES
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3/4" CONDUIT FOR GROUND WIRE
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3/4" CONDUIT FOR #12 POWER AND GROUND WIRES
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CONTRACTOR TO RUN #12 WIRES FROM FUSE TO FIXTURES
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DESIGN NOTES:
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1. POLE LOCATION AND SPACING FOR POLE LOCATION AND SPACING FOR SPECIFIC PROJECTS SHALL COMPLY WITH CMU STANDARDS. 2. DESIGN ENGINEER SHALL SUBMIT DESIGN ENGINEER SHALL SUBMIT POINT X POINT PRINT OUT OF PROJECT AREA TO CMU PROJECT MANAGER. 3. DESIGN ENGINEER SHALL PROVIDE DESIGN ENGINEER SHALL PROVIDE SPECIFIC CONDUIT AND WIRE REQUIREMENTS 4. DESIGN STRUCTURAL ENGINEER SHALL DESIGN STRUCTURAL ENGINEER SHALL REVIEW SOIL CONDITIONS AND ADJUST BASE DESIGN TO SUIT SOIL CONDITIONS 5. DESIGN ENGINEER TO DETERMINE POLE BASE DESIGN ENGINEER TO DETERMINE POLE BASE DEPTH BASED ON THE NUMBER OF LUMINARIES PER POLE, WIND LOAD, AND SOILS CONDITIONS.
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TO 10'-0" SEE NOTES 4&5
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%%UPARKING LOT ORIENTATION DETAIL
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NOT TO SCALE
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NOT TO SCALE
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%%UPOLE ID TAG DETAIL
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6' +/- ABOVE GRADE
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6. ADDITIONAL HANDHOLE MAY ADDITIONAL HANDHOLE MAY BE REQUIRED FOR SECURITY CAMERA AT 8'-6" ABOVE POLE POLE FLANGE TO CL - COORDINATE W/CMU PM FOR SECURITY CAMERA CAMERA LOCATION 7. CONCRETE FOR LIGHT POLE BASSES CONCRETE FOR LIGHT POLE BASSES AND MAINTENANCE RINGS TO BE AIR ENTRAINED WITH A 28-DAY COMPRESSIVE STRENGTH OF 4,000 psi
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1201
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KE-LPA-21
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UNIQUE POLE NUMBER
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CIRCUIT NUMBER: KE = 2 DIGIT ALPHA/NUMERIC BUILDING DESIGNATION LPA = PANEL FEEDING POWER 21 = CIRCUIT NUMBER(S)
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1/4" WHITE LETTERS ON BLACK BACKGROUND ENGRAVED LAMINATED PLASTIC TAG.
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2" WHITE LETTERS ON BLACK BACKGROUND ENGRAVED LAMINATED PLASTIC TAG.
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NOTE 1,-TYP
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1. DRILL POLE & DO NOT FULLY PENETRATE POLE WALL. MOUNT TAGS W/ FINE THREAD S.S. MACHINE BOLT, OR APPROVED EQUAL. 2. ID TAG TO BE ATTACHED ON SAME SIDE AS HANDHOLE
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TAG NOTES:
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VOLTAGE
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30" DIA
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PEASTONE
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CENTRAL MICHIGAN UNIVERSITY
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CMU PROJECT NO.
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PLOT DATE
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SHEET NO.
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DWG CREATED
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ACAD FILE#
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SCALE
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10
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8
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9
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DESCRIPTION
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DRAWING SET INFO
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90% CONSTRUCTION DOC. REVIEW
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50% CONSTRUCTION DOC. REVIEW
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90% DESIGN DEVELOPMENT REVIEW
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50% DESIGN DEVELOPMENT REVIEW
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90% SCHEMATIC DESIGN REVIEW
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FINAL RECORD - AS BUILT SET
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BID AND CONSTRUCTION SET
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50% SCHEMATIC DESIGN REVIEW
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3
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5
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6
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7
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4
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DATE
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1
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2
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#
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DRAWN BY
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CHECKED BY
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APPROVED BY
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REVISIONS
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ORIGIONAL
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COPY
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FOR REFERENCE ONLY
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FAX: (989)774-6187
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OFFICE: (989)774-6559
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FACILITIES MANAGEMENT
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PLANT ENGINEERING
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MOUNT PLEASANT, MI 48859
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206 COMBINED SERVICES BUILDING
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& PLANNING OFFICE
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30' EXTERIOR LIGHTING
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ELECTRICAL
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E-3
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7.05.06
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6.21.06
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NTS
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7.23.14
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Revise Pole ID Tag
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4.23.13
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5.12.14
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Light Pole Revisions
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NEW LIGHTING STANDARD
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NOTES 1. WHEN REQUIRED SPECIAL ORDER HANDHOLE W/SECURITY CAMERA. 8'-6" TO CL ABOVE POLE BASE FLANGE. COORDINATE WITH CMU PM.
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BANNER
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BANNER
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10' LIGHT POLE
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16' LIGHT POLE
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24' LIGHT POLE
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30' LIGHT POLE
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REFER TO POLE BASE DETAIL # E-1
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REFER TO POLE BASE DETAIL # E-1
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REFER TO POLE BASE DETAIL # E-2
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REFER TO POLE BASE DETAIL # E-3
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NOTE 1
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NOTE 1
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BANNER
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BANNER
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FINISH GRADE
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FINISH GRADE
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FINISH GRADE
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FINISH GRADE
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NOTE 1
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NOTE 1
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CENTRAL MICHIGAN UNIVERSITY
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CMU PROJECT NO.
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PLOT DATE
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SHEET NO.
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DWG CREATED
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ACAD FILE#
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SCALE
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DESCRIPTION
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DRAWING SET INFO
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90% CONSTRUCTION DOC. REVIEW
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50% CONSTRUCTION DOC. REVIEW
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90% DESIGN DEVELOPMENT REVIEW
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50% DESIGN DEVELOPMENT REVIEW
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90% SCHEMATIC DESIGN REVIEW
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FINAL RECORD - AS BUILT SET
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BID AND CONSTRUCTION SET
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50% SCHEMATIC DESIGN REVIEW
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DATE
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#
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DRAWN BY
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CHECKED BY
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APPROVED BY
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REVISIONS
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ORIGIONAL
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COPY
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FOR REFERENCE ONLY
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FAX: (989)774-6187
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OFFICE: (989)774-6559
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FACILITIES MANAGEMENT
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PLANT ENGINEERING
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MOUNT PLEASANT, MI 48859
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206 COMBINED SERVICES BUILDING
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& PLANNING OFFICE
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EXTERIOR LIGHTING POLE HEIGHT COMPARISON WITH BANNER
