2651524024 Construct Perimeter Road Parking Lots GAAF Drawings C6-C11, E1-E3.pdf

PDF 5 MB Posted Aug 21, 2025

Attached to: 511/25414. AGY; GAAF - Construct Perimeter Roads/Parking Lots
Solicitation number: RFQ-171-250000000588-3
Issued by: Clinton County, Michigan

About this file

Written by GovTribe AI · Aug 26, 2025

These are detailed engineering and construction design documents for the Construct Roads - Parking Lots project at the Grayling Army Airfield (GAAF) in Michigan, prepared by the State of Michigan's Department of Technology, Management and Budget (DTMB), Procurement and Real Estate Services Administration, and Design and Construction Division for the Department of Military and Veterans Affairs. The project involves multiple design alternatives for road and parking lot construction, with an identified project number of 2651524024, dated October 2024 with an August 2025 completion target. The documents include comprehensive site plans, electrical plans, demolition plans, and grading plans for three design alternatives (Deductive Alternatives 1, 2, and 3), covering approximately 9.1 acres of disturbance area.

The design plans incorporate detailed infrastructure elements including road and parking lot layouts, electrical systems with medium voltage planning, lighting control cabinets, transformer installations, communications vault specifications, and extensive environmental and site work considerations. The project includes provisions for soil erosion and sedimentation control, special environmental handling notes, and specific construction sequencing. The electrical components involve new underground medium voltage cables, new lighting fixtures, street lighting control cabinets, and comprehensive grounding and conduit infrastructure. The design emphasizes precise site integration, with careful attention to existing site conditions, topographical considerations, and adherence to military facility construction standards.

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Other files

File	Type	Posted
2651524024 Construct Perimeter Road Parking Lots GAAF Main Specs.pdf	PDF	Aug 21, 2025
2651524024 Construct Perimeter Road Parking Lots GAAF Drawings G1, C1-C5.pdf	PDF	Aug 21, 2025
2651524024 Construct Perimeter Road Parking Lots GAAF Prebid Sign In Sheet.pdf	PDF	Aug 21, 2025
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Aug 21, 2025
2651524024 Construct Perimeter Roads and Parking Lots Addendum 1.pdf	PDF	Aug 21, 2025
DTMB0415 Advertisment (Rev 3-25) Construct Perimeter Roads - Parking Lots GAAF.pdf	PDF	Aug 21, 2025
2651524024 Construct Perimeter Roads and Parking Lots GAAF Mandatory Pre Bid Meeting Minutes.pdf	PDF	Aug 21, 2025

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WHERE USED

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SILT FENCE

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RIPRAP

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AutoCAD SHX Text SOIL TYPES ARE ACCORDING TO THE USDA SOIL SURVEY WEB SITE. 81B - Grayling sand, 0 to 6 percent slopes. 83B - Udipsamments, nearly level and undulating. GycaaB - Graycalm sand, 0 to 6 percent slopes

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SOIL TYPE LIMIT

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DISTURBANCE AREA 9.1 ACRES

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SPECIAL ENVIRONMENTAL HANDLING NOTES

1. SOIL HANDLING AT THE GAAF SOIL HANDLING AT THE GAAF A. NO EXCAVATED SOIL IS TO BE TRANSPORTED OFF THE GAAF. NO EXCAVATED SOIL IS TO BE TRANSPORTED OFF THE GAAF. B. ALL EXCAVATED SOIL AND SOIL SPOILS (I.E., SOIL GENERATED FROM ALL EXCAVATED SOIL AND SOIL SPOILS (I.E., SOIL GENERATED FROM HYDRAULIC PUSH UPHEAVAL OR AUGER, SOIL ADHERED TO CONSTRUCTION DEBRIS, ETC.) IS TO REMAIN WITHIN THE AREA IMMEDIATELY SURROUNDING ANY CONSTRUCTION OF A FOUNDATION, FOOTERS, TRENCH, HOLE, OR ANY OTHER TYPE OF MECHANICAL OR MANUAL EARTH MOVING AT THE CONSTRUCTION SITE. C. SOIL CAN BE FEATHERED ON THE GROUND SURFACE WITHIN THE SOIL CAN BE FEATHERED ON THE GROUND SURFACE WITHIN THE CONSTRUCTION SITE DISTURBED BOUNDARY. IF THE VOLUME OF SPOILS GENERATED IS GREATER THAN CAN BE SATISFACTORILY FEATHERED ON THE GROUND SURFACE, THEN THE SPOILS CAN BE USED TO DEVELOP A SHALLOW BERM ON A CASE-BY-CASE BASIS AND AT THE DIRECTION OF CFMO. D. IF THE CONSTRUCTORS ENCOUNTER SOIL WITH FUEL OR IF THE CONSTRUCTORS ENCOUNTER SOIL WITH FUEL OR PETROLEUM/OIL/LUBRICANT (POL) CHARACTERISTICS, OR IF DISCOLORED SOIL IS ENCOUNTERED, OR ANY OTHER TYPE OF ANOMALOUS SOIL CHARACTERISTIC, THEN THE CONSTRUCTION PROJECT MANAGER SHOULD IMMEDIATELY ISSUE A STOP WORK ORDER AT THE LOCATION AND NOTIFY THE CG ENVIRONMENTAL POC JON FREEMAN AT 989-390-6999. JON WILL PUT INTO MOTION SPILL RESPONSE ACTIONS TO EVALUATE THE NATURE AND EXTENT OF CONTAMINATION. 2. GROUNDWATER HANDLING AT THE GAAF GROUNDWATER HANDLING AT THE GAAF A. IF GROUNDWATER INFILTRATES INTO EXCAVATION CAVITIES OR TRENCHES IF GROUNDWATER INFILTRATES INTO EXCAVATION CAVITIES OR TRENCHES AND NEEDS TO BE REMOVED FOR WORK TO CONTINUE, ITCAN BE HANDLED IN ONE OF TWO WAYS: A.1. THE GROUNDWATER CAN BE PUMPED ONTO THE ADJACENT GROUND THE GROUNDWATER CAN BE PUMPED ONTO THE ADJACENT GROUND SURFACE IN THE IMMEDIATE VICINITY OF THE EXCAVATION CAVITY OR TRENCH. A.2. THE GROUNDWATER CAN BE PUMPED AND TEMPORARILY THE GROUNDWATER CAN BE PUMPED AND TEMPORARILY CONTAINERIZED IN DRUMS, AND WHEN THE CONSTRUCTING WORK ALLOWS, DECANTED ONTO THE GROUND SURFACE IMMEDIATELY ADJACENT TO THE LOCATION WHERE THE GROUNDWATER WAS REMOVED. 3. CONCRETE DEBRIS CONCRETE DEBRIS A. REASONABLE EFFORT MUST BE MADE TO: REASONABLE EFFORT MUST BE MADE TO: A.1. MINIMIZE THE VOLUME OF SOIL ADHERING TO THE CONCRETE DEBRIS MINIMIZE THE VOLUME OF SOIL ADHERING TO THE CONCRETE DEBRIS BY BRUSHING THE SOIL OFF AT THE GAAFCONSTRUCTION SITE. A.2. KEEP CONCRETE PIECES AS LARGE AS POSSIBLE. KEEP CONCRETE PIECES AS LARGE AS POSSIBLE. B. RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS RECOVERED RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS RECOVERED FROM THE RUNWAY SHALL BE TRANSPORTED TO THE ON-SITE AREA DESIGNATED BY THE GAAF MANAGER. C. NON-RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS NON-RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS RECOVERED FROM ANYWHERE OTHER THAN THE RUNWAY SHALLBE TRANSPORTED TO THREE SISTERS AND PLACED IN THE EXISTING CONCRETE RUBBLE PILE.

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989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIG

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

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ADD 2" OF 21AA AND REGRADE AND COMPACT AREA, 2,905 SY

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MATCH EXISTING ASPHALT ROAD

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GRADING LIMITS

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NEW MILITARY PARKING

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PAVEMENT MARKING 45 DEGREE, 2' SPACING, TYP.

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MATCH EXISTING ASPHALT ROAD

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MATCH EXISTING ASPHALT ROAD AND ALIGN WITH EXISTING SIDEWALK ACROSS THE ROAD

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NEW 8" CMP CULVERT INV.N=1145.75 INV.S=1146.00

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NEW 8" CMP CULVERT INV.N=1146.25 INV.S=1146.50

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SILT FENCE, 1,431' TOTAL

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EXISTING CONTOUR

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DEMOLISH AND DISPOSE OF ITEM

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KAB'17

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CLEAR AND GRUB AREA - 5,612 SY TOTAL

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REMOVE TOPSOIL, GRADE FOR NEW PAVEMENT SURFACE CROSS SECTION - 21,593 SY TOTAL

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* SOME AREAS HAVE MULTIPLE AREA TYPES FOR WORKSOME AREAS HAVE MULTIPLE AREA TYPES FOR WORK

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EXISTING CHAIN LINK FENCE

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PROPOSED GRAVEL AREAS, ALTERNATE 2, 13,979 SY TOTAL

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PROPOSED HMA PAVEMENT, ALTERNATE 1, 10,041 SY TOTAL

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DETAIL CALLOUT

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DETAIL #

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SHEET SHOWN

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CONTROL POINT

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PROPOSED MDOT TYPE B GUARDRAIL, 1,492 LF TOTAL

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PROPOSED EXT. LIGHT WITH POLE, 7 TOTAL

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PROPOSED GRASS AREAS, 8,071 SY TOTAL

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PROPOSED SIGN, 5 TOTAL

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PROPOSED CONCRETE, 20 SY TOTAL

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24' ASPHALT ROAD, 2,233 SY

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NEW ASPHALT PARKING AREA, 7,808 SY

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NEW ASPHALT PARKING AREA, 11,533 SY

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NEW MDOT GUARDRAIL TYPE B 576 LF

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NEW MDOT GUARDRAIL TYPE B 511 LF

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NEW 4" CONCRETE SIDEWALK 179 SF

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1. ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL STAKE ALL RADIUS POINTS FOR INSPECTION PRIOR TO WORK. 2. INSTALL ALL SILT FENCE, CHECK DAMS, RIP RAP, AND INSTALL ALL SILT FENCE, CHECK DAMS, RIP RAP, AND ANY OTHER SOIL EROSION & SEDIMENTATION CONTROL MEASURES PRIOR TO DEMOLITION OR CONSTRUCTION. 3. UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, GUARDRAILS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED INCIDENTAL TO CONSTRUCTION. 4. PLACE AND COMPACT ALL NEW MATERIAL TO PLACE AND COMPACT ALL NEW MATERIAL TO ACCOMMODATE THE CROSS SECTIONS SHOWN ON THE PLANS. MATERIAL SHALL BE COMPACTED TO DENSITY PER SPECIFICATIONS. 5. PLANS DO NOT IDENTIFY ALL TREES WITHIN THE WORK PLANS DO NOT IDENTIFY ALL TREES WITHIN THE WORK AREA. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF TREES AND BRUSH PRESENT WITHIN THE WORK AREA THAT WILL NEED TO BE REMOVED TO COMPLETE THE WORK. NO ADDITIONAL PAYMENTS WILL BE MADE FOR THE REMOVAL OF ANY TREES AS REQUIRED TO COMPLETE THE WORK. 6. GRADING LIMITS ARE 15' BEYOND EDGE OF PROPOSED GRADING LIMITS ARE 15' BEYOND EDGE OF PROPOSED SHOULDER UNLESS OTHERWISE INDICATED. TREES 6" AND LARGER MAY REMAIN UNLESS THEY ARE WITHIN 10' OF SHOULDER OR THEY INTERFERE WITH PROPOSED DITCH SECTIONS. LIMBS, BRANCHES AND BRUSH SHALL BE CHIPPED. STUMPS AND WOOD CHIPS SHALL BE PLACED AT A LOCATION TO BE DESIGNATED ONSITE WITHIN ONE MILE OF WORK AREA. 7. REMOVE ALL TOPSOIL & VEGETATION WITHIN THE LIMITS REMOVE ALL TOPSOIL & VEGETATION WITHIN THE LIMITS OF THE PROPOSED HMA PAVEMENT, GRAVEL SHOULDERS, GRAVEL PARKING AREAS. DISPOSE OF ONSITE AT A LOCATION TO BE DESIGNATED WITHIN ONE MILE OF WORK AREA. 8. REGRADE AND COMPACT EXISTING GRAVEL SURFACE AS REGRADE AND COMPACT EXISTING GRAVEL SURFACE AS REQUIRED TO ACCOMMODATE THE CROSS SECTIONS SHOWN ON THE PLANS. PLACE AND COMPACT NEW BASE MATERIAL OVER GRAVEL AND TRENCHES. BASE SHALL BE COMPACTED TO 95% OF ITS UNIT DENSITY. 9. PLACE HMA SURFACE IN TWO LIFTS , (NOTIFY ENGINEER PLACE HMA SURFACE IN TWO LIFTS , (NOTIFY ENGINEER (NOTIFY ENGINEER 48 HOURS PRIOR PLACING HMA SURFACE). . 10. PLACE AND COMPACT GRAVEL SHOULDERS. PLACE AND COMPACT GRAVEL SHOULDERS. 11. RESTORE ALL DISTURBED LAWN AREAS WITH 4" OF RESTORE ALL DISTURBED LAWN AREAS WITH 4" OF TOPSOIL, FERTILIZER, SEED AND MULCH BLANKET. ALL TOPSOIL SHALL BE FURNISHED. 12. REMOVE SURPLUS OBSTRUCTIONS, DEMOLISHED REMOVE SURPLUS OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE MATERIALS, AND LEGALLY DISPOSE OF THEM OFF OF OWNER'S PROPERTY.

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NEW MDOT GUARDRAIL TYPE B 75 LF

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NEW MDOT GUARDRAIL TYPE B 330 LF

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UTILITIES

C.G.

SF SF SF SF SF

SF SF

E9 T E9 T

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E9 TE9 T

E9 T

E9 TE9 T

E8 P

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C 90 50' 100'

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EX. BLDG

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EX. CONC

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EX. CONC

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EX. BLDG

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BATAAN AVE.

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CORAL SEA AVE.

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CORAL SEA AVE.

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CORAL SEA AVE.

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MATCH EXISTING ASPHALT ROAD

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GRADING LIMITS

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MATCH EXISTING ASPHALT ROAD

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MATCH EXISTING ASPHALT ROAD AND ALIGN WITH EXISTING SIDEWALK ACROSS THE ROAD

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NEW 8" CMP CULVERT INV.N=1145.75 INV.S=1146.00

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NEW 8" CMP CULVERT INV.N=1146.25 INV.S=1146.50

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NEW 8" CMP CULVERT INV.N=1145.75 INV.S=1145.75

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NEW 8" CMP CULVERT INV.N=1145.75 INV.S=1145.75

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TUEBOR

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GRADING PLAN DEDUCTIVE ALTERNATE 2 AND 3

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text N

AutoCAD SHX Text

KAB'17

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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

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SITE WORK NOTES

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LEGEND

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DETAIL CALLOUT

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DETAIL #

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SHEET SHOWN

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CONTROL POINT

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PROPOSED EXT. LIGHT WITH POLE, 7 TOTAL

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PROPOSED SIGN, 5 TOTAL

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PROPOSED HMA PAVEMENT, ALTERNATE 2, 13,979 SY TOTAL

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PROPOSED HMA PAVEMENT, ALTERNATE 1, 10,041 SY TOTAL

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PROPOSED MDOT TYPE B GUARDRAIL, 1,492 LF TOTAL

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PROPOSED GRASS AREAS, 8,071 SY TOTAL

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PROPOSED CONCRETE, 20 SY TOTAL

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SPECIAL ENVIRONMENTAL HANDLING NOTES

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LEGEND

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EXISTING GRADE

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DEDUCTIVE ALTERNATE 3 SECTION VIEWS

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NEW GRADE

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0 50' 100'

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0 50' 100'

SCALE: 1" = 50'

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIG

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

AutoCAD SHX Text S

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FLIGHT LINE LOOP

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FLIGHT LINE LOOP

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PAVEMENT MARKING 45 DEGREE, 2' SPACING, TYP.

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NEW 4" WIDE PAVEMENT MARKINGS, YELLOW, TYP.

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EXISTING LIGHT POLE, TYP.

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DEMO PLAN DEDUCTIVE ALTERNATE 1

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EXISTING CONTOUR

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KAB'17

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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

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FINE GRADE EXISTING GRAVEL AND COMPACT - 11,198 SY

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EXISTING CHAIN LINK FENCE

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SITE WORK NOTES

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SITE PLAN DEDUCTIVE ALTERNATE 1

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PROPOSED HMA PAVEMENT, 11,198 SY TOTAL

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LEGEND

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DETAIL CALLOUT

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NEW ASPHALT PARKING AREA, 11,198 SY

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UTILITIES

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EXISTING GUARD RAIL

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PARKING LOT PAVING EXISTING

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NEW ASPHALT / GRASS

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SLOPE PER PLAN

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EXISTING 12" 21AA AGGREGATE SURFACE

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220#/SYD MDOT 13A SURFACE OVER 220#/SYD MDOT 13A BASE WITH TACK COAT IN BETWEEN

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NEW ASPHALT / GRASS

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EXISTING 6" MDOT CLASS II SAND OVER SUBBASE

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RESTORE WITH MIN 4" TOPSOIL, FERTILIZER SEED AND MULCH BLANKET (TYP)

NEW MAIN

CIRCUIT

BREAKER

NOTE 3

STREET LIGHTING

CONTROL CABINET

(LCC)

EXISTING DFSE-11 NEW DFSE-14

GROUND BAR IN

PANEL P-1200

NOTE 1 NEW SWITCHBOARD 100A,

480/240V, 1PH, 3 WIRE

NEW 2P/15A BREAKER FOR

NEW ROAD LIGHTING

SPARE

2P/40A

NOTE 2

NEW MAIN

CIRCUIT

BREAKER

NEW 2P/15A BREAKER FOR

DEDUCTIVE ALTERNATE LIGHTING

STREET LIGHTING

CONTROL CABINET

(LCC)

GROUND BAR IN

PANEL P-1200

NOTE 1 NEW SWITCHBOARD 100A,

480/240V, 1PH, 3 WIRE

NEW 2P/15A BREAKER FOR

NEW ROAD LIGHTING

SPARE

2P/40A

NOTE 2

NOTE 3

NEW DFSE-15

SPARE

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0 100' 200'

SCALE: 1" = 100'

BURIAL DEPTHS BELOW GRADE*

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIG

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

AutoCAD SHX Text PROPOSED PARTIAL GAAF ONE-LINE DIAGRAM NOTES: 1. THE POINT OF SERVICE GROUND IS IN THE PADMOUNT TRANSFORMER. CONNECT THE SWITCHBOARD'S GROUNDING BUS DIRECTLY TO THE TRANSFORMER'S THE POINT OF SERVICE GROUND IS IN THE PADMOUNT TRANSFORMER. CONNECT THE SWITCHBOARD'S GROUNDING BUS DIRECTLY TO THE TRANSFORMER'S GROUNDING LUG. 2. NEW UNDERGROUND SITE LIGHTING FEEDER. NEW UNDERGROUND SITE LIGHTING FEEDER. 3. PROVIDE AND INSTALL ARRESTERS ON ALL UNUSED MEDIUM VOLTAGE LOAD BREAK INSERTS. THIS APPLIES TO PADMOUNT TRANSFORMERS, PADMOUNT PROVIDE AND INSTALL ARRESTERS ON ALL UNUSED MEDIUM VOLTAGE LOAD BREAK INSERTS. THIS APPLIES TO PADMOUNT TRANSFORMERS, PADMOUNT FUSIBLE SWITCHES, AND DEAD FRONT SWITCH ENCLOSURES (DFSE). 4. BURY THE TOPS OF THE GROUNDING RODS 6" BELOW FINISH GRADE. CONNECT GROUNDING CONDUCTORS TO THE GROUNDING RODS WITH EXOTHERMIC BURY THE TOPS OF THE GROUNDING RODS 6" BELOW FINISH GRADE. CONNECT GROUNDING CONDUCTORS TO THE GROUNDING RODS WITH EXOTHERMIC WELDS.

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FEEDER

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CONDUCTOR & RACEWAY

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PROPOSED ONE-LINE DIAGRAM FEEDER TABLE

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EXISTING UNDERGROUND MEDIUM VOLTAGE (MV) 3%%C CIRCUIT TO REMAIN

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NEW UNDERGROUND MEDIUM VOLTAGE (MV) 3%%C CIRCUIT

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2 #8 & 1 #10 GND, 1"C

AutoCAD SHX Text PROPOSED ONE-LINE DIAGRAM FEEDER TABLE NOTES: 1. MV = MEDIUM VOLTAGE. MV = MEDIUM VOLTAGE. 2. EXISTING UNDERGROUND MEDIUM VOLTAGE (MV) 3 CIRCUIT IS COMPRISED OF THREE MV EXISTING UNDERGROUND MEDIUM VOLTAGE (MV) 3 CIRCUIT IS COMPRISED OF THREE MVCABLES. 3. THE NEW UNDERGROUND MV 3 CIRCUIT SHALL BE THREE (3) NEW MV CABLES. THE NEW UNDERGROUND MV 3 CIRCUIT SHALL BE THREE (3) NEW MV CABLES.

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NOTES

AutoCAD SHX Text 1,2

AutoCAD SHX Text 1,3

AutoCAD SHX Text NEW 25kV RATED, 200A, WITH 4 INTERFACE POINTS PER PHASE, THREE PHASE, DEAD FRONT SWITCH ENCLOSURE (DFSE)

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2 #2 & 1 #8 GND, 2"C

AutoCAD SHX Text NEW TRANSFORMER T-1200, 15KVA, 1 8320Y/4800kv:480V/240V

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NEW ROAD AND PARKING AREA

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AutoCAD SHX Text NEW TRANSFORMER T-1200, 15KVA, 1 8320Y/4800kv:480V/240V

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AutoCAD SHX Text NEW 25kV RATED, 200A, WITH 4 INTERFACE POINTS PER PHASE, THREE PHASE, DEAD FRONT SWITCH ENCLOSURE (DFSE)

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NEW NORTH ROAD AREA

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EX. TREES

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EX. TREES

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EX. GRASS

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FLIGHT LINE LOOP

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EX. BLDG

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DFSE 15

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MEDIUM VOLTAGE AND COMMUNICATIONS PLAN

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KAB'17

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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

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PROPOSED MEDIUM VOLTAGE ONE LINE DIAGRAM

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* FOR ALL ELECTRICAL & COMMUNICATIONS SYSTEMS, THESE FOR ALL ELECTRICAL & COMMUNICATIONS SYSTEMS, THESE MEASUREMENTS ARE BELOW FINISHED GRADE.

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AutoCAD SHX Text 36"

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PRIMARY ELECTRICAL

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SECONDARY ELECTRICAL (INCLUDING GROUNDING)

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TELEPHONE

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FIBER OPTIC

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CATV

AutoCAD SHX Text ELECTRICAL/FIBER SITE PLAN KEY NOTES X : 1. CONNECT NEW MEDIUM VOLTAGE CABLES TO SPARE POSITION IN EXISTING DFSE-11. CONNECT NEW MEDIUM VOLTAGE CABLES TO SPARE POSITION IN EXISTING DFSE-11. 2. PROVIDE AND INSTALL THREE NEW MEDIUM VOLTAGE CABLES, UNDERGROUND TO THE NEW DFSE-14 BY THE NEW PROVIDE AND INSTALL THREE NEW MEDIUM VOLTAGE CABLES, UNDERGROUND TO THE NEW DFSE-14 BY THE NEW ROAD LOCATION. 3. PROVIDE AND INSTALL A NEW DFSE, PADMOUNT TRANSFORMER AND ASSOCIATED BOX PAD, , PAD MOUNTED PROVIDE AND INSTALL A NEW DFSE, PADMOUNT TRANSFORMER AND ASSOCIATED BOX PAD, , PAD MOUNTED SWITCHBOARD, RACK & RACK MOUNTED LIGHTING CONTROL CABINET (LCC) IN THIS LOCATION. 4. CONNECT THE NEW STREET LIGHTING FIXTURES TO THE NEW LCC IN NOTE 3 ABOVE. CONNECT THE NEW STREET LIGHTING FIXTURES TO THE NEW LCC IN NOTE 3 ABOVE. 5. PROVIDE AND INSTALL A NEW 4'x4'x4' CONCRETE VAULT WITH CAST COVER. REFER TO THE VAULT DETAIL, PROVIDE AND INSTALL A NEW 4'x4'x4' CONCRETE VAULT WITH CAST COVER. REFER TO THE VAULT DETAIL, DRAWING E3. 6. BETWEEN THE EXISTING VAULT AND THE NEW VAULT INDICATED IN NOTE #5 ABOVE, PROVIDE AND INSTALL A NEW BETWEEN THE EXISTING VAULT AND THE NEW VAULT INDICATED IN NOTE #5 ABOVE, PROVIDE AND INSTALL A NEW 24-STRAND, SINGLE MODE, FIBER OPTIC CABLE UNDERGROUND FOLLOWING THE ROUTE INDICATED. NO OPEN CUTTING OF THE ROADWAYS OR DRIVE WAYS. WHEN CROSSING A ROADWAY OR DRIVE WAY (INCLUDING ENTRYS INTO PARKING LOTS), INSTALL THE FIBER CABLE IN A LENGTH OF 2" DIAMETER SCHEDULE 80 PVC CONDUIT. 7. INSTALL 2 #8 & 1 #8GND IN 1" PVC CONDUIT BETWEEN POLES AND TO THE LCC. INSTALL A RMC ELBOW INSTALL 2 #8 & 1 #8GND IN 1" PVC CONDUIT BETWEEN POLES AND TO THE LCC. INSTALL A RMC ELBOW BEFORE TURNING UP INTO THE LIGHTING CONTROL CABINET (LCC). ALL EXPOSED RACEWAY SHALL BE RMC.

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DEDUCTIVE ALTERNATE 3

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UTILITIES

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0 50' 100'

SCALE: 1" = 50'

0 50' 100'

SCALE: 1" = 50'

BURIAL DEPTHS BELOW GRADE*

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIG

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

AutoCAD SHX Text E

AutoCAD SHX Text

EX. BLDG

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EX. CONC

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EX. CONC

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EX. CONC

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EX. CONC

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EX. BLDG

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BATAAN AVE.

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CORAL SEA AVE.

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CORAL SEA AVE.

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MOVE LIGHT POLE TO THIS NEW LOCATION

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TYPE A

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TYPE A

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TYPE A

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TYPE A

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TYPE B

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TYPE C

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EX. TREES

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EX. TREES

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EX. GRASS

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EX. BLDG

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MOVE LIGHT POLE TO THIS NEW LOCATION

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TYPE A

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TYPE A

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TYPE A

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TYPE A

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TYPE A

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TYPE A

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TUEBOR

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ELECTRICAL PLAN

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text N

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LEGEND

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KAB'17

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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

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ELECTRICAL WORK NOTES

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ELECTRICAL PLAN DEDUCTIVE ALTERNATE 3

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LEGEND

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DETAIL CALLOUT

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DETAIL #

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SHEET SHOWN

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PROPOSED EXT. LIGHT WITH POLE, 7 TOTAL

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1. NEW POLE BASES SHALL BE INSTALLED A MINIMUM OF NEW POLE BASES SHALL BE INSTALLED A MINIMUM OF 10' FROM EDGE OF ROADWAY, DRIVEWAY, ETC. UNLESS NOTED OTHERWISE. 2. NEW LIGHTING FIXTURES SHALL BE LITHONIA #DSX1 LED NEW LIGHTING FIXTURES SHALL BE LITHONIA #DSX1 LED P9 40K T1S 480 SPA KMA8 DDBXD U WITH MATCHING SQUARE STRAIGHT STEEL POLE AND TYPE A WITH 8' MAST ARM, TYPE B SINGLE, WITHOUT MAST ARM, TYPE C DOUBLE, WITHOUT MAST ARM. COORDINATE EACH COMPONENT WITH LIGHTING MANUFACTURER TO PROVIDE A FULLY FUNCTIONAL SYSTEM. 3. ALL 480V SECONDARY CONDUCTORS SUPPLYING NEW ALL 480V SECONDARY CONDUCTORS SUPPLYING NEW LIGHTING FIXTURES SHALL BE INSTALLED IN 1" CONDUIT WITH (2) 600V #8 AWG CU WITH (1) #10 AWG CU GND. 4. EACH POLE / FIXTURE SHALL BE INSTALLED WITHIN 30" EACH POLE / FIXTURE SHALL BE INSTALLED WITHIN 30" OF DESIGNATED DIMENSIONS OR A MAXIMUM 60" VARIANCE BETWEEN TWO (2) POLES / FIXTURES. IF ANY POLES ARE NOT ABLE TO BE INSTALLED AT THE SPECIFIED LOCATIONS, CLARFICATION FROM THE OWNER OR OWNER'S ENGINEER SHALL BE REQUESTED AND DIRECTION PROVIDED PRIOR TO INSTALLTION. 5. WHEREVER CONDUCTORS CROSS ROADWAYS, DRIVEWAYS, WHEREVER CONDUCTORS CROSS ROADWAYS, DRIVEWAYS, ETC. THEY SHALL BE INSTALLED USING DIRECTIONAL BORE AT 24" BELOW SURFACE. FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT THAT EXTENDS 3' BEYOND EDGE OF EACH SIDE OF ROAD. 6. THE EXACT LOCATION OF UNDERGROUND UTILITIES IS THE EXACT LOCATION OF UNDERGROUND UTILITIES IS UNKNOWN. THE CONTRACTOR SHALL TAKE NECESSARY CAUTION DURING EXCAVATION. ALL REPAIRS WILL BE BE MADE AT THE CONTRACTOR'S EXPENSE.

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PROPOSED EXT. LIGHT WITH POLE, 7 TOTAL

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* FOR ALL ELECTRICAL & COMMUNICATIONS SYSTEMS, THESE FOR ALL ELECTRICAL & COMMUNICATIONS SYSTEMS, THESE MEASUREMENTS ARE BELOW FINISHED GRADE.

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PRIMARY ELECTRICAL

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SECONDARY ELECTRICAL (INCLUDING GROUNDING)

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TELEPHONE

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FIBER OPTIC

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CATV

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DETAIL CALLOUT

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DETAIL #

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SHEET SHOWN

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NEW LIGHT WITH POLE, 7 TOTAL

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NEW LIGHT WITH POLE, 7 TOTAL

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UNDERGROUND MEDIUM VOLTAGE ELECTRICAL LINE

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UNDERGROUND SITE LIGHTING LINE

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UNDERGROUND FIBER LINE

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UNDERGROUND MEDIUM VOLTAGE ELECTRICAL LINE

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UNDERGROUND SITE LIGHTING LINE

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UNDERGROUND FIBER LINE

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UTILITIES

WIDTH OF TRANSFORMER

BOX PAD

F T

R M

7' -0

12'-0"

RACK MOUNTED

LIGHTING CONTROL

CABINET (LCC).

REFER TO NOTE 3.

5/8"x40' GROUND ROD TYPICAL OF

TWO LOCATIONS AT THIS PAD, SEE

NOTES 1 & 2.

3" DIA. x 10' GALVANIZED

CONDUIT SUNK 48" BELOW

GRADE IN 12" DIAMETER

FOUNDATION

1-5/8" GALVANIZED STEEL

U-CHANNEL SUPPORTS GROUNDING CONDUCTOR

BETWEEN GROUND RODS

PAD MOUNTED

SWITCHBOARD P-1200,

SEE NOTE 5.

UNDERGROUND

MEDIUM VOLTAGE

CABLES

DEAD FRONT SWITCH

ENCLOSURE (DFSE-14 &

15)

NEW PADMOUNT

TRANSFORMER T-1200

5/8"x40'

GROUND ROD

3'-0"

CLEARANCE

NOTE 4

GRADE

CONDUITS

BOX-OUT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 26, 2025.