472.26236.JBB - Alger Site Lighting Replacement - Permit Set - Electrical.pdf

PDF 6 MB Posted Oct 16, 2026

Attached to: 472/26236. JBB; Alger C. F. - Various Lighting Repairs
Solicitation number: RFQ 171 270000000022 1
Issued by: Michigan

About this file

Written by GovTribe AI · Oct 20, 2026

This is an electrical permit set and design document issued by the State of Michigan's Department of Technology, Management and Budget for site lighting replacement at the Alger Correctional Facility. The project, identified as 472/26236.JBB and prepared by Matrix Consulting Engineers, involves comprehensive site lighting replacement including removal and installation of light poles, fixtures, and associated electrical infrastructure. The scope encompasses demolition of existing poles and equipment, installation of new 25-foot and 35-foot tapered steel poles with LED light fixtures rated at 15,000 lumens minimum, disconnection and reinstallation of existing cameras and lights, new concrete pole bases, and underground and surface conduit work for electrical distribution. Existing attic stock poles from the Michigan Department of Corrections will be reused where available, with the contractor responsible for scheduling pickup, loading, documentation, and photography of retrieved materials. The design is at 50 percent completion for owner review as of August 7, 2026.

The project includes detailed specifications for concrete foundations (4,000 PSI minimum with specific rebar requirements), site restoration including asphalt and concrete pavement repair, turf restoration, and comprehensive electrical installation standards compliant with the National Electrical Code and Michigan Department of Corrections standards. Key requirements include ground penetrating radar investigation prior to excavation, coordination with the Security/IT contractor for camera relocation through Commtech Design in Rockford, Michigan, electrical outages limited to two-hour windows with portable generator backup for critical systems, and completion of permanent site restoration within fourteen days of base installation. The contractor must coordinate staging areas with facility management, maintain documentation through photography, and repaint all poles with permanent identification numbers upon completion. All work must follow specified paint standards using Sherwin Williams Macropoxy 646 epoxy and polyurethane finish with custom Global Industries color options.

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Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Oct 16, 2026
472-26236.JBB Alger CF Various Lighting Repairs_MICH Spec (5)_Rev 4-26v3.pdf	PDF	Oct 16, 2026
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DTMB-0415 Advertisement (Rev 03-25).pdf	PDF	Oct 16, 2026

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N MAP

JLS

JFS

E-000

TITLE PAGE

SCALE: N.T.S.

472/26236.JBB

file no.

checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

260481.00 sheet title

Y22281

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

F M

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

M a t r ix

08/07/202650% OWNER REVIEW

JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

LIC

ENSED

PROFESS IONAL ENG

SSCP

TVSS

VFD

TRANSIENT VOLTAGE SURGE SUPPRESSION

VARIABLE FREQUENCY DRIVE

GLASS BREAK

DUPLEX RECEPTACLE

TEACHER STATION

ADMINISTRATION STATION

STUDENT STATION

CARD READER

DOCK LIGHT FIXTURE

TELEPHONE / DATA OUTLET

ADDENDUM NOTE

PLAN NOTE

DEMOLITION NOTE

THREE PHASE MOTOR

BELL

AUDIO / VIDEO INPUT

VIDEO INPUT

WALL MOUNTED SPEAKER / CLOCK COMBO

WALL MOUNTED SPEAKERS

DUAL FACE CLOCK

CCTV CONTROL PANELCCTV

SECURITY SYSTEM CONTROL PANEL

KEY PAD

BEAM DETECTOR

MOTION DETECTOR

DOOR CONTACT

CAMERA

ELECTRICAL SYMBOLS LEGEND

SINGLE RECEPTACLE (120 VOLT)

EMERGENCY RECEPTACLE

DOUBLE DUPLEX RECEPTACLE

SINGLE FACE CLOCK

FLUSH FLOOR BOX

SURFACE FLOOR BOX

SPECIAL EQUIPMENT RECEPTACLE

TELEPHONE OUTLET

DATA OUTLET

POWER POLE

JUNCTION BOX

WALL JUNCTION BOX

PULL (JUNCTION) BOX

UNDERFLOOR JUNCTION BOX

OUTLETS

LIGHT FIXTURE

STRIP FIXTURE

IN-GRADE LIGHT FIXTURE

SPOTLIGHT (number of heads shown) EXIT SIGN (face & direction as shown)

WALL MOUNT LIGHT FIXTURE

CEILING LIGHT FIXTURE

TRACK & FIXTURE

STREET TYPE POLE FIXTURE

POLE MOUNTED LIGHT FIXTURE

EXTERIOR WALL MOUNT LIGHT FIXTURE

WALLPACK LIGHT FIXTURE

SPECIAL PURPOSE LIGHT FIXTURE

HIGH BAY LIGHT FIXTURE

EMERGENCY EGRESS LIGHT FIXTURE

(number of heads shown)

EMERGENCY LIGHT FIXTURE

FIXTURES

SWITCHES

SINGLE-POLE SWITCH

DIMMER SWITCH

TIME SWITCH

KEY SWITCH

MANUAL MOTOR SWITCH

THERMAL OVERLOAD SWITCH

SWITCH WITH PILOT LIGHT

FOUR-WAY SWITCH

THREE-WAY SWITCH

CIRCUITRY and RACEWAYS

UNDERFLOOR DUCT

BUS DUCT

PLUGMOLD AS SPECIFIED

WIREMOLD AS SPECIFIED

FLEXIBLE PIGTAILS/CONNECTIONS

"CONDUIT RUN CONTINUES" INDICATION

END OF CONDUIT RUN, CAP AND STAKE

END OF CONDUIT RUN

HOME RUN (with circuit numbers)

CONDUIT STUB DOWN

CONDUIT STUB UP

CONDUIT INSTALLED

MECHANICAL

ELECTRIC WATER HEATER

ELECTRIC UNIT HEATER

PIPE TRACE HEATER

RESISTANCE HEATER, KW SHOWN

SINGLE PHASE MOTOR

SOUND and SIGNAL

INTERCOM OUTLET

MICROPHONE OUTLET

TELEVISION OUTLET

CHIME

BUZZER

VOLUME CONTROL

SPEAKER

SERVICE and EQUIPMENT

THERMOSTAT

CAPACITOR

ENCLOSED CIRCUIT BREAKER

TRANSFER SWITCH

WIREWAY

GROUND CONNECTION PER N.E.C.

TELEPHONE TERMINAL BOARD

GENERATOR, KW SHOWN

CURRENT TRANSFORMERS

UTILITY METER, AS REQUIRED

WEATHERHEAD

PANELBOARD, FLUSH MOUNTED

PANELBOARD, SURFACE MOUNTED

COMB. STARTER

MAGNETIC STARTER

FUSED DISCONNECT SWITCH

TRANSFORMER

CONTROL

xxVA connection by x/C) IRRIGATION CONTROLLER (120 volt

LIGHTING CONTACTOR

CONTROL TRANSFORMER

buttons indicated) PUSHBUTTON STATION (number of TIME CLOCK (24 hour U.O.N.)

PHOTOCELL (voltage as required)

HUMIDISTAT

DESIGNATIONS

(by E.C.)

(by others)

1,3

UFD

F S

SWITCH STYLE OCCUPANCY SENSOROC

DIGITAL TIME SWITCH

POWER PACK

DUAL TECHNOLOGY SENSOR - 360° - 500 SQ FT

DUAL TECHNOLOGY SENSOR - 360° - 1000 SQ FT

ULTRASONIC SENSOR - 360° - 2 CIRCUIT

OCCUPANCY SENSOR / PHOTOCELL

WALL MOUNT DUAL TECHNOLOGY SENSOR

OS5

OS4

OS2

OS3

OS1

CEILING MOUNTED WIFI

DIGITAL EQUIPMENT METER, AS REQUIRED

POLE

PUMP

PANEL

PNL

PVC

PRV-

P-

POLY VINYL CLORIDE

POWER ROOF VENTILATOR

PULL BOX

GENERAL CONTRACTOR

GROUND

HUMIDIFIERH-

GND

GFI

GROUND FAULT INTERRUPTER

ABBREVIATIONS LEGEND

POWER

SWITCH

RECEPT

SF-

SWBD

TCC

SPEC

RGC

RTU-

PWR

VOLTS

WATTS

UNO

UH-

TYP

ROOF TOP UNIT

RECEPTACLE

SWITCHBOARD

UNDER FLOOR

SPECIFICATIONS

RIGID GALVANIZED STEEL CONDUIT

UNLESS NOTED OTHERWISE

UNDERWRITERS' LABORATORIES, INC.

TAMPER PROOF RECEPTACLE

TAMPER PROOF SWITCH

TEMPERATURE CONTROL CONTRACTOR

VERIFY LOCATION WITH OWNER

TYPICAL

UNIT HEATER

SUPPLY FAN

WITH

WITHOUT

XFMR

W/O

TRANSFORMER

WEATHER PROOF

HOUR

LIGHT

JUNCTION BOX

LIGHT CONTROL

ISOLATED GROUND

HORSEPOWER

MINIMUM

MOUNT

MAKE-UP AIR UNIT

MOTOR CONTROL CENTER

MAIN LUG ONLY

MOUNTED

MOUNTING

MAXIMUM

LIGHTING

LT FLEX

MTD

MUAU-

MTG

MLO

MIN

MAX

MCC

LTG

IMC

HVAC

HOA

NORMALLY CLOSED

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

NIGHT LIGHTNL

NTS

NIC

HAND-OFF-AUTO SELECTOR SWITCH

HEATING/VENTILATING/AIR CONDITIONING

INTERMEDIATE METAL CONDUIT

LIQUID TIGHT FLEXIBLE METAL CONDUIT

MECHANICAL CONTRACTOR

HID HIGH INTENSITY DISCHARGE

AFF

ACU-

AHJ

AHU-

B-

AIC

ATS

BLDG

CHLR-

CND (C)

CKT BKR

CKT

CUH-

CU-

DISC

DFU-

EF-

DWH-

EBB-

DWG

CT-

EXIST./EX.

EWC

FLEX

FLA

FLR

FSES

FLUOR

EMT

ABOVE FINISHED FLOOR

AIR CONDITIONING UNIT

AMPS

ABOVE COUNTER

AIR HANDLING UNIT

AUTOMATIC TRANSFER SWITCH

AMPS INTERRUPTING CAPACITY

AUTHORITY HAVING JURISDICTION

ABOVE SHELF

BOILER

BUILDING

BELOW COUNTER

CHILLER

DOMESTIC WATER HEATER

CABINET UNIT HEATER

CIRCUIT

CIRCUIT BREAKER

CONDUIT

CONDENSING UNIT

COOLING TOWER

DUCT FURNACE

DRAWING

DISCONNECT

FOOD SERVICE EQUIP. SUPPLIER

ELECTRIC WATER COOLER

ELECTRICAL CONTRACTOR

ELECTRIC BASEBOARD

ELECTRICAL METALLIC TUBING

EXISTING

EXHAUST FAN

FLOOR

FLUORESCENT

FLEXIBLE CONDUIT

FULL LOAD AMPS

EM EMERGENCY

F/S FIRE/SMOKE

FU- FURNACE

FIXTURE

MOUNTING

HEIGHT

LIGHT ENGINEDESCRIPTION AND COMMENTSTYPE MANUFACTURER CATALOG NO.

LIGHTING FIXTURE SCHEDULE

DIMMING INFO

CONCRETE SPECIFICATIONS

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 MDOT CONCRETE P-NC PER MDOT STANDARD SPECIFICATIONS FOR

CONSTRUCTION 2020, 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 PLACES IN CONCRETE PER THE INDUSTRY STANDARDS.

8. PLACING CONRETE:

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.

PAINT AND PREPERATION

PRODUCT: SHERWIN WILLIAMS MACROPOXY 646 FAST CURE EPOXY AND

POLYURETHAN 250 ALIPHACTIC OR APPROVED EQUAL.

FINISH: SEMI GLOSS

COLOR: CUSTOM

GIC GLOBAL INDUSTRIES OZ 32 64 128

WHT WHITE 2 9 1 1

BLK BLACK 6 18 - 1

ROX RED OXIDE 2 1 - -

YOX YELLOW OX 4 3 - -

SURFACE PREPERATION: SURFACE MUST BE CLEAN AND DRY. REMOVE ALL OIL,

GREASE, DIRE,LOOST RUST, AND ANY OTHER FOREIGN MATERIAL. REMOVE ALL OIL

AND GREASE BY SOLVENT CLEANING PER SSPC-SP1. MINIMUM SURFACE CLEANING

PER SSPC-SP10/NACE 2. PRIME ANY BARE STEEL THE SAME DAY IT IS CLEANED.

APPLICATION: ADHERE TO MANUFACTURER'S STANDARDS FOR APPLICATION

CONDITIONS, MIXING REQUIREMENTS, AND RECOMMENDED PRACTICES.

ALL NEW AND REPAINTED POLES TO HAVE THEIR NUMBERS PAINTED ON THEM

AFTER COMPLETION OF WORK.

SITE RESTORATION - POLE BASE REPLACEMENT

1. GENERAL

1.1. RESTORE ALL AREAS DISTURBED BY POLE BASE REMOVAL AND INSTALLATION, INCLUDING EQUIPMENT PATHS AND STAGING AREAS, TO A CONDITION

EQUAL TO OR BETTER THAN PRE-CONSTRUCTION.

1.2. BEFORE DEMOLITION, SUBMIT DATE-STAMPED PHOTOS OF EACH POLE LOCATION AND ACCESS ROUTE. DAMAGE NOT DOCUMENTED WILL BE

PRESUMED CAUSED BY THE WORK.

1.3. CALL 811 AND LOCATE PRIVATE UTILITIES (LIGHTING CIRCUITS, IRRIGATION, STORM) BEFORE EXCAVATING.

1.4. COMPLETE PERMANENT RESTORATION WITHIN [14] DAYS OF BASE INSTALLATION. PLATE OR BARRICADE ANY EXCAVATION LEFT OPEN OVERNIGHT.

MAINTAIN ACCESSIBLE ROUTES OR PROVIDE OWNER-APPROVED DETOURS.

1.5. REPAIR DAMAGE OUTSIDE RESTORATION LIMITS AT CONTRACTOR'S EXPENSE.

1.6. WARRANTY RESTORATION FOR [1] YEAR FROM FINAL ACCEPTANCE AGAINST SETTLEMENT, CRACKING, RAVELING, PONDING, AND JOINT FAILURE.

1.7. WHERE THESE NOTES CONFLICT WITH OWNER, MUNICIPAL, OR [STATE DOT] STANDARDS, THE MORE STRINGENT REQUIREMENT GOVERNS.

2. REMOVAL

2.1.REMOVE EXISTING BASE [COMPLETELY] [TO MIN. 24 IN. BELOW FINISHED GRADE]. CUT ANCHOR BOLTS AND CONDUITS AT SAME DEPTH; CAP

CONDUITS.

2.2. ASPHALT: SAWCUT FULL DEPTH IN A RECTANGLE, MIN. [12] IN. BEYOND EXCAVATION ON ALL SIDES.

2.3.CONCRETE: REMOVE TO NEAREST JOINT; REMOVE ANY REMAINING PIECE SMALLER THAN [4] FT. CURB AND GUTTER: SAWCUT FULL DEPTH, MIN. [5] FT

SECTION.

2.4.DISPOSE OF DEBRIS OFF-SITE. VACUUM SAWCUT SLURRY; DO NOT ALLOW IT TO ENTER STORM DRAINS.

3. BACKFILL AND COMPACTION

3.1.UNDER PAVING AND WITHIN 2 FT OF BASE: CLEAN, WELL-GRADED GRANULAR FILL, 2 IN. MAX., NOT MORE THAN [10]% PASSING NO. 200. LANDSCAPE

AREAS: APPROVED EXCAVATED MATERIAL FREE OF ORGANICS AND ROCK OVER 3 IN.

3.2.PLACE IN LIFTS MAX. 8 IN. LOOSE AT ±2% OF OPTIMUM MOISTURE. NO JETTING OR FLOODING.

3.3.COMPACT PER ASTM D1557: 95% UNDER PAVING AND WITHIN 2 FT OF BASE; 90% IN LANDSCAPE AREAS (NOT OVER 90% IN TOP 12 IN.).

3.4. TEST ONE PER LIFT PER LOCATION UNDER PAVING (ASTM D6938). FLOWABLE FILL (50-150 PSI) PERMITTED IN ABANDONED BASE VOIDS WITH ENGINEER

APPROVAL.

4. ASPHALT PAVEMENT

4.1. AGGREGATE BASE: DENSE-GRADED CRUSHED [STATE DOT DESIGNATION], MATCH EXISTING, MIN. [8] IN., COMPACTED TO 95%.

4.2.HMA: MATCH EXISTING SECTION, MIN. [3] IN. BASE COURSE [MIX] + [1.5] IN. SURFACE COURSE [MIX], PG [58-28]. TACK ALL SAWCUT FACES AND BETWEEN

LIFTS.

4.3.COMPACT TO 92-97% OF THEORETICAL MAXIMUM DENSITY. FINISH FLUSH WITHIN ±1/4 IN. UNDER 10-FT STRAIGHTEDGE WITH NO PONDING.

4.4.SEAL PATCH PERIMETER WITH HOT-APPLIED SEALANT, ASTM D6690.

4.5.DO NOT PAVE BELOW 40°F (50°F FOR SURFACE COURSES 1.5 IN. OR LESS) OR ON FROZEN OR WET BASE.

5. CONCRETE (PAVEMENT, WALK, CURB AND GUTTER)

5.1.CONCRETE: 4,000 PSI AT 28 DAYS, 6% ±1.5% AIR, 4 IN. MAX. SLUMP, W/C RATIO 0.45 MAX.

5.2. THICKNESS: MATCH EXISTING, MIN. 6 IN. PAVEMENT, 4 IN. WALK (6 IN. AT DRIVE CROSSINGS), ON MIN. [4] IN. AGGREGATE BASE.

5.3.DOWEL INTO EXISTING AT SAWCUT FACES: NO. [5] × 18 IN. EPOXY-COATED BARS AT [12] IN. O.C., 9 IN. EMBEDMENT, EPOXY-ANCHORED. CURB: TWO NO.

4 × 12 IN. BARS EACH END.

5.4.MATCH EXISTING JOINT PATTERN, FINISH, AND CURB PROFILE. PROVIDE 1/2 IN. EXPANSION JOINT AT NEW POLE BASE AND FIXED STRUCTURES.

5.5.CURE WITH ASTM C309 COMPOUND OR WET CURE 7 DAYS. NO TRAFFIC FOR [7] DAYS. HOT/COLD WEATHER PER ACI 305R/306R.

5.6. WALKS: CROSS SLOPE 2.0% MAX.; VERTICAL CHANGES 1/4 IN. MAX. REPLACE DETECTABLE WARNINGS AT ANY DISTURBED CURB RAMP.

5.7.CAST ONE SET OF CYLINDERS PER DAY OR PER [50] CY, WHICHEVER IS MORE FREQUENT.

6. TURF AND LANDSCAPE

6.1.SCARIFY SUBGRADE 4 IN. PLACE SCREENED TOPSOIL (PH 6.0-7.5) MIN. [4] IN. FOR SEED, [3] IN. FOR SOD, OR MATCH EXISTING. GRADE TO DRAIN.

6.2.SEED OR SOD TO MATCH ADJACENT TURF. SEED WITH STARTER FERTILIZER AND MULCH WITH TACKIFIER; EROSION BLANKET ON SLOPES OVER 4:1.

LAY SOD WITH STAGGERED JOINTS, ROLL, AND STAKE ON SLOPES OVER 3:1.

6.3.CONTRACTOR WATERS UNTIL ACCEPTANCE. SEED: 90% UNIFORM COVERAGE, NO BARE SPOTS OVER 1 SQ FT, AFTER [2] MOWINGS. SOD: FIRMLY

ROOTED, SEAMS NOT VISIBLE.

6.4.SEED [APR 1-JUN 1] OR [AUG 15-OCT 15] UNLESS IRRIGATED.

6.5.REPLACE DAMAGED PLANTS IN KIND AT EQUAL OR LARGER SIZE. RESTORE BED EDGING AND MULCH TO MATCH. NO ROOT CUTS OVER 2 IN. WITHIN

DRIP LINE WITHOUT APPROVAL.

7. PAVEMENT MARKINGS

7.1.REPLACE DISTURBED MARKINGS TO MATCH EXISTING MATERIAL, COLOR, AND WIDTH. RESTRIPE FULL LENGTH OF ANY PARTIALLY DISTURBED LINE.

APPLY AFTER HMA CURES [14] DAYS; PROVIDE TEMPORARY MARKINGS AS NEEDED.

8. TEMPORARY RESTORATION

8.1.IF SEASON PREVENTS PERMANENT WORK: PLACE MIN. 2 IN. COLD PATCH FLUSH OVER COMPACTED BASE; STABILIZE TURF AREAS WITH MULCH OR

BLANKET. COMPLETE PERMANENT RESTORATION AT NEXT SUITABLE SEASON. [RETAINAGE HELD UNTIL COMPLETE.]

9. CLEANUP AND ACCEPTANCE

9.1.REMOVE SPOILS AND SWEEP PAVING DAILY.

9.2.SUBMIT COMPACTION, CONCRETE, AND HMA TEST RESULTS AND POST-RESTORATION PHOTOS FROM PRE-CONSTRUCTION VANTAGE POINTS.

9.3.OWNER WILL INSPECT EACH LOCATION; COMPLETE PUNCH LIST WITHIN [14] DAYS.

GPR INVESTIGATION

THE CONTRACTOR SHALL EMPLOY A THIRD PARTY GPR COMPANY

TO COMPLETE A SURVEY OF ALL KNOWN AREAS TO BE EXCAVATED

TO DETERMINE IF ANY EXISTING UNKNOWN UTILITIES ARE IN

CONFLICT WITH THE SCOPE OF WORK. PROVIDE A COPY OF THE

REPORT AND ADVISE OF ANY CONFLICTS. ALL EXPLORATORY

EXCAVATION TO BE COMPLETED USING HYDRO-VAC EQUIPMENT

ONLY, TO ELIMINATE POTENTIAL UTILITY DAMAGE. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGES INCURRED AS A RESULT OF

EXCAVATION.

PSLED-P2-40K-MVOLT-66-KM-BKSDP-20KV-WL

OSQ-M-B-16L-57K7-5M-UH

GALN-SA3B-740-8-5WQ-BK

LA YARD FLOOD LIGHT

HOLOPHANE

CREE

MCGRAW-EDISON

MATCH EXISTING

MIN 15,000LM -

LUMENS

157W+/-10W

5000-5700K LED

NON DIMMING

347-480VAC

FIELD VERIFY VOLTAGE

BEFORE ORDERING

DESCRIPTION AND COMMENTSTYPE MANUFACTURER CATALOG NO.

NEW LIGHT POLE SCHEDULE

25' TAPERED STEEL POLE WITH 11" BASE, 2-3/8" TENON, 3"X5" HANDHOLE AT 14"-18", 6"-7"

BOTTOM DIAMETER, 3"-4" TOP DIAMETER, 7 GAGE, 55,000 PSI, A153

GALVANIZEDHARDWARE, ANCHOR BOLTS ARE EXISTING TO REUSED, FESTOON OPENING

AT 22', DARK BRONZE FINISH. CONTRACTOR TO FIELD VERIFY ORIENTATION.

35' TAPERED STEEL POLE WITH 11" BASE, 2-3/8" TENON, 3"X5" HANDHOLE AT 14"-18", 6"-7"

BOTTOM DIAMETER, 3"-4" TOP DIAMETER, 7 GAGE, 55,000 PSI, A153 GALVANIZED

HARDWARE, ANCHOR BOLTS ARE EXISTING TO REUSED, FESTOON OPENING AT 27', DARK

BRONZE FINISH. CONTRACTOR TO FIELD VERIFY ORIENTATION.

PROVIDE AND INSTALL VIBRATION DAMPERS.

25 NLS

NLS

(SINGLE HEAD) RTSP-25-7G-12BC-SGL-BRZ FIN-LAB-SBC-2-TAPER-BRZ

(DOUBLE HEAD) RTSP-25-7G-12BC-D90-BRZ-LAB-SBC-2-TAPER-BRZ

(DOUBLE HEAD) RTSP-25-7G-12BC-D180-BRZ-LAB-SBC-2-TAPER-BRZ

(SINGLE HEAD) RTSP-35-7G-12BC-SGL-BRZ-LAB-VD-SBC-2-TAPER-BRZ

(DOUBLE HEAD) RTSP-35-7G-12BC-D90-BRZ-LAB-VD-SBC-2-TAPER-BRZ

(DOUBLE HEAD) RTSP-35-7G-12BC-D180-BRZ-LAB-VD-SBC-2-TAPER-BRZ

NOTES: ALL REQUIRED 35' POLES AND (59) 25' POLES TO BE FURNISHED FROM MDOC ATTIC STOCK. THE REMAINING POLES WILL NEED TO BE SUPPLIED BY THE CONTRACTOR. EXISTING ATTIC STOCK POLES WILL REQUIRE MOUNTING ACCESSORIES AND BASE COVERS. PROVIDE ANCHOR BOLTS FOR ALL NEW BASES. THE CONTRACTOR SHALL SCHEDULE A PICKUP TIME WITH PHYSICAL PLANT STAFF 7 DAYS PRIOR TO PICKUP. THIS TIME SHALL BE COORDINATED WITH DAVID ALBRECHT OR CRAIG MORRIS.

THE CONTRACTOR IS RESPONSIBLE FOR LOADING AND DOCUMENTATION OF ALL RETRIEVED POLES/HANDHOLE COVERS. PHOTOGRAPHS OF ALL PICKED UP POLES/HANDHOLE COVERS SHALL BE PROVIDED TO THE FACILITY AND TO MATRIX CONSULTING

ENGINEERS.

GENERAL ELECTRICAL NOTES

1. ALL NON-FIRE RATED WALLS ARE TO BE PATCHED WITH LIKE

MATERIAL TO MAINTAIN ORIGINAL RATING.

2. ALL WALL AND FLOOR PENETRATIONS THROUGH FIRE RATED WALLS

ARE TO BE SEALED WITH FIRE CAULK TO MAINTAIN ORIGINAL

RATING. EXISTING PENETRATIONS IN THE AREA OF WORK THAT ARE

NOT PROPERLY SEALED ARE TO BE SEALED TO MATCH THE RATING

OF THE WALL.

3. ALL CONDUITS SHALL BE FIELD ROUTED ALONG EXISTING PIPING

AND STRUCTURAL STEEL. CONDUITS SHALL BE INSTALLED

STRAIGHT, LEVEL, AND PARALLEL OR PERPENDICULAR TO THE

BUILDING LINES.

4. CONTRACTORS SHALL VISIT THE PROJECT SITE DURING PRE-BID

WALK THROUGH TO DETERMINE THE EXACT EXTENT OF THE WORK

REQUIRED BEFORE BIDDING THE PROJECT.

5. REMOVE ALL EXISTING OBSOLETE EXPOSED CONDUIT, WIRE, AND

EQUIPMENT NOT TO BE RE-USED WHERE WORK IS BEING DONE

EXCEPT ITEMS NOTED OTHERWISE.

6. WHERE BUILDING SURFACES ARE DAMAGED BY THE REMOVAL OF

OLD WORK, SURFACES SHALL BE PATCHED AND PAINTED TO MATCH

ADJACENT.

7. EXISTING WORK, WHICH IS PRESENTLY CONCEALED, WHICH WILL

REMAIN CONCEALED, AND DOES NOT INTERFERE WITH ANY NEW

WORK OF ANY TRADE NEED NOT BE REMOVED. HOWEVER, ALL

CONDUIT SHALL BE CAPPED BELOW FINISH SURFACE AND THEN

PATCHED AND PAINTED TO MATCH, OR AS NOTED.

8. EXISTING OPENINGS, WHICH ARE TO BE REUSED, SHALL BE

MODIFIED OR ENLARGED TO SUIT THE NEW SYSTEMS AS REQUIRED.

PROVIDE ALL REQUIRED CUTTING AND PATCHING.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING THE EXISTING

WALLS TO MATCH THE ADJACENT SURFACES BEHIND ALL SURFACE

MOUNTED EQUIPMENT.

10. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND LOADS

PRIOR TO INSTALLING SERVICE TO EQUIPMENT.

11. DRAWINGS ARE BASED ON EXISTING RECORD DOCUMENTS AND

CASUAL FIELD OBSERVATION. REPORT ANY DISCREPANCIES TO

ENGINEER FOR CLARIFICATION.

12. MINIMUM RACEWAY SIZE; 3/4" TRADE SIZE. ALL FLEXIBLE CONDUIT

RACEWAYS SHALL BE LIQUID TITE, MAXIMUM 36" LENGTH AND MUST

BE APPROVED BY PSC AND MDOC PROJECT MANAGER. REFER TO

SPECIFICATION 260533 - RACEWAY AND BOXES FOR ELECTRICAL

SYSTEMS.

13. INSTALLATION OF ANY NEW OR REWORKED CONDUIT, FITTINGS, AND

STRAPS SHALL FOLLOW CURRENT NEC AND MDOC STANDARDS.

14. CONDUIT, CONDUIT INSTALLATION, AND BOXES BEING REUSED

SHALL BE BROUGHT UP TO CURRENT MDOC STANDARDS.

15. ALL CONDUIT AND BOXES ABOVE 10 FOOT OR IN

MECHANICAL/ELECTRICAL ROOMS, SHALL MEET THE FOLLOWING

REQUIREMENTS:

15.1. STRAP DISTANCE: 5 FEET.

15.2. FASTENERS: 2 HOLE.

15.3. CONDUIT” INTERIOR EMT, EXTERIOR EXPOSED/CONCEALED-

GRC.

15.4. FITTINGS: COMPRESSION.

15.5. BOXES: STANDARD BOXES FOR ENVIRONMENT INSTALLED TO

MEET N.E.C.

15.6. SECURE CONDUIT WITHIN 12 INCHES OF BOXES AND

ENCLOSURES.

16. ALL CONDUIT AND BOXES 10 FOOT AND BELOW SHALL MEET THE

FOLLOWING REQUIREMENTS:

16.1. STRAP DISTANCE: 3 FEET.

16.2. FASTENERS: 2 HOLE WITH SECURITY SCREWS.

16.3. SECURITY HARDWARE:

16.3.1. TORX T-25 WITH CENTER REJECTION PIN.

16.3.2. HEX HEAD CONCRETE SCREWS WITH NO SCREWDRIVER

SLOT.

16.3.3. EXPANSION POUND-IN ANCHORS WITH NO SCREWDRIVER

SLOT THAT DO NOT REQUIRE TO BE EXPLOSIVELY DRIVEN.

16.3.4. PRE-APPROVED HARDWARE.

16.4. CONDUIT: INTERIOR EMT, EXTERIOR EXPOSED/ CONCEALED -

GRC.

16.5. FITTINGS: COMPRESSION

16.6. BOXES:

16.6.1. SURFACE MOUNTED:

16.6.1.1. BELL BOX: FS TYPE, WITH SQUARE HEAD KO SEAL.

16.6.1.2. NO KNOCKOUTS - DRILL AS REQUIRED.

16.7. SECURE CONDUIT WITHIN 12 INCHES OF BOXES AND

ENCLOSURES.

17. ALL EXPOSED WIRING SHALL BE IN CONDUIT. OPEN LOW VOLTAGE

WIRING ABOVE ACCESSABLE CEILINGS IS ACCEPTABLE.

17.1. ALL EXPOSED WIRING ABOVE CEILINGS SHALL BE INSTALLED

WITH J-HOOKS. DO NOT CONNECT TO EXISTING CEILING TIE

WIRES.

18. ALL WALLS THAT ARE ACCESSIBLE SHALL BE FISHED AND DEVICE

CUT INTO WALL.

19. ALL LOCATIONS WHERE THE WALLS CAN NOT BE FISHED SHALL BE

SURFACE MOUNTED CONDUIT FOLLOWING NOTES 14 THROUGH 17

ABOVE.

20. ALL EXTERIOR CONCEALED CONDUIT UNDERGROUND SHALL BE

RNC/HDPE SCHEDULE 40. ALL EXTERIOR ABOVE GROUND CONDUIT

SHALL BE GRC. PROVIDE UL LISTED #12 COPPER TRACER WIRE TO

ALL UNDERGROUND CONDUITS INSTALLED FOR LOW VOLTAGE.

21. ALL ELECTRICAL OUTAGES SHALL NOT LAST OVER 2-HOURS. IF A

WINDOW OF GREATER THAN 2 HOURS FOR AN ELECTRICAL SHUT

DOWN OR CUT OVER IS REQUIRED, THEN A PORTABLE GENERATOR

SHALL BE USED TO REPLACE POWER TO ALL PERIMETER

DETECTION, VIDEO MANAGEMENT, LINE SAFETY, AND ANY OTHER

ELECTRICAL SERVICE REQUIRED. ALL OUTAGES AND CUT OVERS

SHALL BE COORDINATED A MINIMUM OF 2-WEEKS PRIOR TO WORK,

INCLUDING AN HOUR BY HOUR SCHEDULE, MUST BE SUBMITTED TO

MDOC LEADERSHIP AND THE FACILITY FOR REVIEW.

22. WHEN RELOCATING ANY ELECTRICAL DEVICE, CONTRACTOR SHALL

COMPLETE THE RELOCATION IN ONE DAY AND VERIFY THAT ALL

DEVICES RELOCATED ARE WORKING PROPERLY PRIOR TO LEAVING

THE SITE.

23. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED

COMPONENTS, RACEWAYS, WIRE, AND HARDWARE, AS INDICATED

ON DRAWINGS.

24. CONTRACTOR SHALL PROVIDE UPDATED PANEL SCHEDULES FOR

ALL PANELS AFFECTED BY THIS PROJECT. UPDATED SCHEDULES

SHALL BE PRINTED AND INSTALLED ON THE INSIDE COVER OF THE

PANEL.

25. ALL WORK COMPLETED WITHOUT APPROVED SHOP DRAWINGS IS AT

CONTRACTOR'S RISK.

26. CONTRACTOR SHALL NOTIFY PSC OF ANY EXISTING INSTALLATIONS

NOT MEETING THESE STANDARDS PRIOR TO STARTING WORK IN THE

AREA.

27. UPON RELOCATING LIGHTS AND CAMERAS CONTRACTORS SHALL

VERIFY THAT THE LIGHTS AND CAMERAS ARE WORKING PROPERLY

PRIOR TO LEAVING THE SITE.

28. CONTRACTOR SHALL USE MDOC APPROVED POLES AND FIXTURES,

NO ALTERNATES WILL BE ALLOWED. ALL OTHER STATE OF MICHIGAN

AGENCY SPECIFICATIONS DO NOT APPLY.

29. CONTRACTOR SHALL NOT ADD MORE THAN 20% CAPACITY TO ANY

PANEL.

30. CONTRACTOR SHALL SUBMIT AN RFI FOR ANY NON-CODE

COMPLIANT ELECTRICAL EQUIPMENT OR ELECTRICAL INSTALLATION.

AN RFI RESPONSE WILL BE PROVIDED GIVING DIRECTION ON HOW

TO PROCEED.

472/26236.JBB

file no.

checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

260481.00 sheet title

Y22281

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E-100

JLS

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ELECTRICAL SYMBOLS,

NOTES, AND

ABBREVIATIONS

JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

LIC

ENSED

PROFESS IONAL ENG

P120

P121

P123

P124

P125

P126

P127

P128

P129

P130

P131

P132

P133

P134

P135

P136

P137 P138 P139 P140 P141

P142

P143

P144

P145

P146

P147

P148

P149

P150

P152

P151

P201

P202

P203

P204

P205

P207

P206P212

P213

P214

P332

P335

P336

P337

P338

P339

P340

P345

P346P347

P348

P349

P350

P351

P352

P353 P354

P355

P356

P357

P358

P359

P360

P361

P362 P363

P364

P365 P366

P367

P368

P369

P370

P371

P372

P373

P374

P375

P376

P377

P378

P379

P380

P381

P382

P383

P384

P385

P386

P387

P388

P389

P390

P391

P392

P393

P394

P395

P396

P397

P398 P399

P400 P401

P402

P403 P404 P405

P406

P407

P408

P409

P410P411

P412

P413

P414

P416

P417

P418

P419

P420

P421

P427

P428

P429

P430

P431

P432

P433

P434

P435

P436

P437

P438

P439

P440

P441

P454

P456

P457

P458

P459 P460

P463

P464

P465

P470

P471

P472

P473

P475N

P462

1 1

1 2

1 1

2 1

1 1

2 1

1 1

1 2 1 1

1 1

4 4

E-200

E-201

EXISTING POLE AND LIGHTS TO REMAIN.

EXISTING POLE, LIGHTS, AND CAMERAS TO REMAIN.

EXISTING POLE AND CAMERAS TO REMAIN. REMOVE EXISTING LIGHTS.

REMOVE EXISTING POLE. DISCONNECT AND SALVAGE EXISTING LIGHTS

FOR REINSTALLATION ON NEW POLE.

REMOVE EXISTING POLE. DISCONNECT AND SALVAGE EXISTING LIGHTS

AND CAMERAS FOR REINSTALLATION ON NEW POLE.

REMOVE EXISTING POLE AND POLE BASE. DISCONNECT AND SALVAGE

EXISTING LIGHTS FOR REINSTALLATION ON NEW POLE.

REMOVE EXISTING POLE AND POLE BASE. DISCONNECT AND SALVAGE

EXISTING LIGHTS AND CAMERAS FOR REINSTALLATION ON NEW POLE.

DEMOLITION NOTES

472/26236.JBB

file no.

checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

260481.00 sheet title

Y22281

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08/07/202650% OWNER REVIEW

E-200

N SITE PLAN - ELECTRICAL DEMOLITION - NORTH

SCALE: 1" = 50'-0"

1050 20 40 80 125

JLS

JFS

SITE PLAN - ELECTRICAL

DEMOLITION - NORTH

JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

LIC

ENSED

PROFESS IONAL ENG

P101

P102

P103

P104

P105P106

P107P108P109P110

P111

P112

P113

P114

P115

P116

P117

P118

P119

P120

P122

P123

P152

P153

P154

P155

P201

P202

P203

P204

P208

P209

P210

P211

P214

P215

P216

P217

P218

P219

P220

P221

P222

P223

P224

P225

P226

P227

P228

P229

P230

P231

P232

P233

P234

P237

P236

P235

P239

P241

P242

P243

P244

P245

P248

P249

P250

P251

P252

P262

P263

P264

P298

P299

P300

P??

P302

P303

P304

P305P306P307

P309

P308

P310

P313

P314

P315

P316

P317

P318

P319

P320

P321

P322

P323

P324 P325

P326

P328

P329

P330

P331

P333

P332

P334

P335 P340

P341

P342

P343

P421

P422

P423

P424

P425

P426

P442

P443P444

P445

P446 P447P448

P449

P450

P451

P452

P453

P454

P455

P456

P475N

P475S

P476N

P476SP477

P478

P479

P480

P481

XXX

YYY

ZZZ

P251B

P260P261

P259

P257

P255

P258

P256

1 1

RELABEL

AS P253

E-200

E-201

C C

RELABEL

AS P301

EXISTING POLE AND LIGHTS TO REMAIN.

EXISTING POLE, LIGHTS, AND CAMERAS TO REMAIN.

EXISTING POLE AND CAMERAS TO REMAIN. REMOVE EXISTING LIGHTS.

REMOVE EXISTING POLE. DISCONNECT AND SALVAGE EXISTING LIGHTS

FOR REINSTALLATION ON NEW POLE.

REMOVE EXISTING POLE. DISCONNECT AND SALVAGE EXISTING LIGHTS

AND CAMERAS FOR REINSTALLATION ON NEW POLE.

REMOVE EXISTING POLE AND POLE BASE. DISCONNECT AND SALVAGE

EXISTING LIGHTS FOR REINSTALLATION ON NEW POLE.

REMOVE EXISTING POLE AND POLE BASE. DISCONNECT AND SALVAGE

EXISTING LIGHTS AND CAMERAS FOR REINSTALLATION ON NEW POLE.

DEMOLITION NOTES

472/26236.JBB

file no.

checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

260481.00 sheet title

Y22281

A R

T O

C H

N O

Y , M

A N

A G

T A

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B U

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08/07/202650% OWNER REVIEW

E-201

N SITE PLAN - ELECTRICAL DEMOLITION - SOUTH

SCALE: 1" = 50'-0"

1050 20 40 80 125

JLS

JFS

SITE PLAN - ELECTRICAL

DEMOLITION - SOUTH

JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

LIC

ENSED

PROFESS IONAL ENG

P120

P121

P123

P124

P125

P126

P127

P128

P129

P130

P131

P132

P133

P134

P135

P136

P137 P138 P139 P140 P141

P142

P143

P144

P145

P146

P147

P148

P149

P150

P152

P151

P201

P202

P203

P204

P205

P207

P206P212

P213

P332

P335

P336

P337

P338

P339

P340

P345

P346P347

P348

P349

P350

P351

P352

P353 P354

P355

P356

P357

P358

P359

P360

P361

P362 P363

P364

P365 P366

P367

P368

P369

P370

P371

P372

P373

P374

P375

P376

P377

P378

P379

P380

P381

P382

P383

P384

P385

P386

P387

P388

P389

P390

P391

P392

P393

P394

P395

P396

P397

P398

P399

P400 P401

P402

P403 P404 P405

P406

P407

P408

P409

P410P411

P412

P413

P414

P416

P417

P418

P419

P420

P421

P427

P428

P429

P430

P431

P432

P433

P434

P435

P436

P437

P438

P439

P440

P441

P454

P457

P458

P459 P460

P463

P464

P465

P470

P471

P472

P473

P475

P462

1 1

EX EX

EXEX

EX EX

E-202

E-203

25 25

25 1 25

ELECTRICAL KEY NOTES

PROVIDE AND INSTALL NEW LIGHT POLE ON EXISTING BASE. REUSE

EXISTING LIGHTS.

PROVIDE AND INSTALL NEW LIGHT POLE ON EXISTING BASE. REUSE

EXISTING LIGHTS AND CAMERAS.

PROVIDE AND INSTALL NEW CONCRETE POLE BASE AND POLE. REUSE

EXISTING LIGHTS.

PROVIDE AND INSTALL NEW CONCRETE POLE BASE AND POLE. REUSE

EXISTING LIGHTS AND CAMERAS.

PROVIDE AND INSTALL NEW CONCRETE POLE BASE AND POLE. REUSE

EXISTING LIGHTS AND CAMERAS. PROVIDE AND INSTALL ADDITIONAL LIGHT

HEAD TO MATCH EXISTING LIGHT FIXTURES.

PROVIDE AND INSTALL NEW LIGHT FIXTURES TO REPLACE PREVIOUSLY

REMOVED LIGHTS ON EXISTING LIGHT POLE.

PROVIDE AND INSTALL NEW LIGHT POLE ON EXISTING BASE. PROVIDE AND

INSTALL NEW LIGHT FIXTURE.

1. SECURITY/IT CONTRACTOR IS RESPONSIBLE FOR DISCONNECTING,

REMOUNTING, RE-AIMING, AND VERIFYING EACH CAMERA IS OPERABLE

UPON COMPLETION OF WORK. COORDINATE ALL CAMERA WORK WITH

COMMTECH DESIGN IN ROCKFORD, MI 49341 #616-433-7217

2. PERMANENT POLE NUMBERS TO BE PAINTED ON EACH POLE AFTER

INSTALLATION/REPAINTING.

3. ALL POLES DESIGNATED AS EXISTING TO REMAIN SHALL BE REPAINTED TO

MATCH THE NEW POLES. REFER TO THE PAINT AND PREPARATION

SPECIFICATIONS FOR MORE INFORMATION.

4. CONTRACTOR SHALL COORDINATE STAGING AREA FOR MATERIALS WITH

FACILITY. CONFIRM AREAS INSIDE AND OUTSIDE THE SECURE PERIMETER.

5. ALL REINSTALLED LIGHTS, SIGNS, AND CAMERAS SHALL MATCH THE

ORIENTATION OF THE POLE BEFORE REPLACEMENT.

GENERAL ELECTRICAL NOTES

ELECTRICAL LIGHT POLE NOTES

PROVIDE AND INSTALL 25 FOOT LIGHT POLE.

PROVIDE AND INSTALL 35 FOOT LIGHT POLE.35

472/26236.JBB

file no.

checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

260481.00 sheet title

Y22281

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

F M

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M a t r ix

08/07/202650% OWNER REVIEW

E-202

N SITE PLAN - ELECTRICAL NEW - NORTH

SCALE: 1" = 50'-0"

1050 20 40 80 125

JLS

JFS

SITE PLAN - ELECTRICAL

NEW - NORTH

JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

LIC

ENSED

PROFESS IONAL ENG

P101

P102

P103

P104

P105

P106P107P108P109P110

P111

P112

P113

P114

P115

P116

P117

P118

P119

P120

P122

P123

P152

P153

P154

P155

P201

P202

P203

P204

P208

P209

P210

P211

P214

P215

P216

P217

P218

P219

P220

P221

P222

P223

P224

P225

P226

P227

P228

P229

P230

P231

P232

P233

P234

P237

P236

P235

P239

P241

P242

P243

P244

P245

P248

P249

P250

P251

P252

P262

P263

P264

P298

P299

P300

P301

P302

P303

P304

P305P306

P307

P309

P308

P310

P313

P314

P315

P316

P317

P318

P319

P320

P321

P322

P323

P324 P325

P326

P328

P329

P330

P331

P333

P332

P334

P335 P340

P341

P342

P343

P421

P422

P423

P424

P425

P426

P442

P443P444

P445

P446 P447P448

P449

P450P451

P452

P453

P454

P455

P456

P475

P486

P476

P485 P477

P478

P479

P480

P481

P484

P483

P482

P253

P260P261

P259

P257

P255

P258

P256

P240

1 1

EXEX

EX EX

EXEX

EX EX

EXEX

E-202

E-203

C C

25 25

EX 25

ELECTRICAL KEY NOTES

PROVIDE AND INSTALL NEW LIGHT POLE ON EXISTING BASE. REUSE

EXISTING LIGHTS.

PROVIDE AND INSTALL NEW LIGHT POLE ON EXISTING BASE. REUSE

EXISTING LIGHTS AND CAMERAS.

PROVIDE AND INSTALL NEW CONCRETE POLE BASE AND POLE. REUSE

EXISTING LIGHTS.

PROVIDE AND INSTALL NEW CONCRETE POLE BASE AND POLE. REUSE

EXISTING LIGHTS AND CAMERAS.

PROVIDE AND INSTALL NEW CONCRETE POLE BASE AND POLE. REUSE

EXISTING LIGHTS AND CAMERAS. PROVIDE AND INSTALL ADDITIONAL LIGHT

HEAD TO MATCH EXISTING LIGHT FIXTURES.

PROVIDE AND INSTALL NEW LIGHT FIXTURES TO REPLACE PREVIOUSLY

REMOVED LIGHTS ON EXISTING LIGHT POLE.

PROVIDE AND INSTALL NEW LIGHT POLE ON EXISTING BASE. PROVIDE AND

INSTALL NEW LIGHT FIXTURE.

1. SECURITY/IT CONTRACTOR IS RESPONSIBLE FOR DISCONNECTING,

REMOUNTING, RE-AIMING, AND VERIFYING EACH CAMERA IS OPERABLE

UPON COMPLETION OF WORK. COORDINATE ALL CAMERA WORK WITH

COMMTECH DESIGN IN ROCKFORD, MI 49341 #616-433-7217

2. PERMANENT POLE NUMBERS TO BE PAINTED ON EACH POLE AFTER

INSTALLATION/REPAINTING.

3. ALL POLES DESIGNATED AS EXISTING TO REMAIN SHALL BE REPAINTED TO

MATCH THE NEW POLES. REFER TO THE PAINT AND PREPARATION

SPECIFICATIONS FOR MORE INFORMATION.

4. CONTRACTOR SHALL COORDINATE STAGING AREA FOR MATERIALS WITH

FACILITY. CONFIRM AREAS INSIDE AND OUTSIDE THE SECURE PERIMETER.

5. ALL REINSTALLED LIGHTS, SIGNS, AND CAMERAS SHALL MATCH THE

ORIENTATION OF THE POLE BEFORE REPLACEMENT.

GENERAL ELECTRICAL NOTES

ELECTRICAL LIGHT POLE NOTES

PROVIDE AND INSTALL 25 FOOT LIGHT POLE.

PROVIDE AND INSTALL 35 FOOT LIGHT POLE.35

472/26236.JBB

file no.

checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

260481.00 sheet title

Y22281

A R

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N O

Y , M

A N

A G

T A

N D

B U

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08/07/202650% OWNER REVIEW

E-203

N SITE PLAN - ELECTRICAL NEW - SOUTH

SCALE: 1" = 50'-0"

1050 20 40 80 125

JLS

JFS

SITE PLAN - ELECTRICAL

NEW - SOUTH

JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

LIC

ENSED

PROFESS IONAL ENG

TWO LIGHT HEAD CONFIGURATION

SCALE: N.T.S.

ONE LIGHT HEAD CONFIGURATION

SCALE: N.T.S.

109 THREE LIGHT HEAD CONFIGURATION

SCALE: N.T.S.

PLAN

2O"

ELECTRICAL

COMPOSITE GASKETED BOX, 2 REQUIRED,

QUASITE OR EQUAL

HEAVY DUTY, SKID-RESISTANT COVER,

BOLT-DOWN TYPE, TAMPER RESISTANT

HARDWARE

3" MIN. SAND OR

GRANULAR BACKFILL

1 NEW POLE BASE DETAIL-A

SCALE:NTS

GRADE

GROUND WIRE

COORDINATE WITH EXISTING POLE

MANUFACTURER FOR ANCHOR BOLTS (4)

AND BOLT PATTERN.

EXISTING POLE

PROVIDE 6'-6" DEEP 24" DIAM.

CONCRETE BASE

POURED IN PLACE OR

PRECAST CONCRETE

FOUNDATION

PROVIDE #4 REBAR CAGES

IN EACH FOUNDATION.

SECTION

6'-6"

36" ABOVE GRADE

5 ELECTRICAL HANDHOLE DETAIL

SCALE:NTS

NEW

LOW-VOLTAGE

GROUND BOX

NEW

LIGHT POWER

GROUND BOX

REMOVE EXISTING

LIGHT POLE BASE

FROM EXISTING

LIGHT POLE

TO EXISTING

LIGHT POLE

RELOCATE EXISTING

LIGHT POLE, LIGHTS, AND

CAMERA

EXISTING FEEDEREXISTING FEEDER

REMOVE SECTION OF FEEDER

NEW

LIGHT POLE BASE

RELOCATED EXISTING

LIGHT POLE, LIGHTS, AND

CAMERA

NEW

SECTION OF FEEDER MATCHING

EXISTING FEEDER

NEW

SECTION OF FEEDER MATCHING

EXISTING FEEDER

NEW

SECTION OF FEEDER MATCHING

EXISTING FEEDER

3 ELECTRICAL DETAIL PLAN

SCALE:NTS

E100

LIFTING EYE

FINISHED GRADE

UNDISTURBED EARTH

CONDUIT

SECTION

EXISTING STEEL POLE.

EXISTING 1" RGS CONDUIT SURFACE

MOUNTED ON STEEL POLE. FOR CAMERA

CABLES COORDINATE WITH COMMTECH

DESIGN.

EXISTING HANDHOLE

FLEXIBLE, WATER-PROOF RUBBER

COUPLING, FERNCO OR EQ. (TYP)

1" PVC (CAMERA CABLE)

FROM CABINET

NEW 1" RGS LOW

VOLTAGE CONDUIT

SPLICE NEW CONDUCTORS TO MAIN LIGHTING

CONDUCTORS IN EXISTING HANDHOLE. PROVIDE

FUSING PER MANUFACTURER.

SQUARE POLE

EXISTING CAMERA

36" MIN.

12" MIN.

BACKFILL WITH SITE EXCAVATED

MATERIAL. COMPACT TO 95%.

EXISTING GRADE

CONDUITS. SIZE AND QUANTITY AS

SHOWN ON SITE PLAN.

RESTORE SURFACE TO

ORIGINAL CONDITION.

1" RGS CONDUIT

SQUARE POLE

STAINLESS STEEL PIPE STRAP.

3 REQUIRED, MIN.

STAINLESS STEEL

MOUNTING BRACKET

NEW 1" TYPE C

JUNCTION BOX

18'

EXISTING NEMA 4

JUNCTION BOX

ROUND STEEL OR

WOOD POLE

1" RGS CONDUIT

ROUND POLE

STAINLESS STEEL PIPE STRAP.

3 REQUIRED, MIN.

STAINLESS STEEL

MOUNTING BRACKET

EXISTING 1" CONDUIT TO CAMERA

1" CONDUIT TO CABINET

EXISTING SURGE

SUPRESSOR

EXISTING ENCLOSURE

STAINLESS STEEL

PIPE STRAP, TYP.

STEEL CHANNEL,

UNISTRUT OR EQ.

#6 COPPER GROUND WIRE

TO 3/4" X 8' GROUND ROD.

POLE

CONNECT GROUND WIRE

TO BOX GROUND LUG AND

LUMINAIRE GROUND WIRE.

SIDE VIEWFRONT VIEW

TSS

POLE1" RGS CONDUIT

ANGLE POLE

STAINLESS STEEL PIPE STRAP.

3 REQUIRED, MIN.STAINLESS STEEL

MOUNTING BRACKET

6 TYPICAL TRENCH DETAIL

SCALE:NTS

7 TYPICAL CONDUIT MOUNTING DETAIL

SCALE:NTS

GRADE

FROM NEXT POLE TO NEXT POLE

EXISTING

LIGHTING CIRCUIT

36" ABOVE GRADE

2 NEW POLE BASE DETAIL-B

SCALE:NTS

PROVIDE #4 REBAR CAGES

IN EACH FOUNDATION.

COORDINATE WITH EXISTING POLE

MANUFACTURER FOR ANCHOR BOLTS (4)

AND BOLT PATTERN.

SPLICE NEW CONDUCTORS TO MAIN LIGHTING

CONDUCTORS IN EXISTING HANDHOLE. PROVIDE

FUSING PER MANUFACTURER.

EXISTING HANDHOLE

6'-6"

PROVIDE 6'-6" DEEP 24" DIAM.

CONCRETE BASE

POURED IN PLACE OR

PRECAST CONCRETE

FOUNDATION

SECTION

NEW EARTH

NEW

LIGHT POWER

GROUND BOX

REMOVE EXISTING

LIGHT POLE BASE

FROM EXISTING

LIGHT POLE

TO EXISTING

LIGHT POLE

RELOCATE EXISTING

LIGHT POLE, AND LIGHTS

EXISTING FEEDER

NEW

LIGHT POLE BASE

RELOCATED EXISTING

LIGHT POLE, AND LIGHTS

4 ELECTRICAL DETAIL PLAN

SCALE:NTS

E100

8 TYPICAL CONDUIT MOUNTING DETAIL

SCALE:NTS

E100

NEW

SECTION OF FEEDER MATCHING

EXISTING FEEDER

E100

472/26236.JBB

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checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

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contract order no.

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SOVIS, JR.

ENGINEER

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contract order no.

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SOVIS, JR.

ENGINEER

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contract order no.

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SOVIS, JR.

ENGINEER

NO.

6201042247

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contract order no.

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JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

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contract order no.

472LMFMaintproj consultant job no.

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JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

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PROFESS IONAL ENG

checked by drawn by consultant issue date acctg template.

contract order no.

472LMFMaintproj consultant job no.

260481.00 sheet title

Y22281

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JOSEPH F.

SOVIS, JR.

ENGINEER

NO.

6201042247

NAGIHCIMFOETATS

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ENSED

PROFESS IONAL ENG

checked by drawn by consultant issue date acctg template.

contract order no.

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260481.00 sheet title

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Sheets and Views

E000-26048100-E-000

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E202-26048100-30x42

E203-26048100-30x42

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E803-26048100-30x42

E804-26048100-30x42

E805-26048100-30x42

E806-26048100-30x42

E807-26048100-30x42

File details come from the government source that posted it. Updated Oct 20, 2026.