20250407_LafayettePark_Plans_IFB.pdf

CITY OF SOUTH LYON, MICHIGAN

N

LOCATION MAP

NO SCALE

LAFAYETTE PARK IMPROVEMENTS

ISSUED FOR BIDS

APRIL 7, 2025

HRC JOB NO. 20220701

PREPARED BY:

WEB SITE: http: / / www.hrc-engr.com

105 GRAND RIVER AVE

HOWELL, MI 48843

P.O. BOX 824

48303 - 0824

PHONE: (517) 552-9199

PREPARED UNDER THE SUPERVISION OF:

REGISTERED PROFESSIONAL ENGINEER

MICHIGAN REGISTRATION NO. 51113

MICHAEL P. DARGA, P.E.

JOB NO. 20220701

HUBBELL, ROTH & CLARK, INC.

PHASE I

CONSTRUCTION OF THE FOLLOWING ITEMS, WHERE CALLED FOR ON THE PLANS, WILL BE CONSTRUCTED

ACCORDING TO MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD PLANS AS INDICATED.

REQUIRED

ON THIS

PROJECT ITEMS OF WORK

STANDARD

PLAN

NUMBERS

X DRAINAGE STRUCTURES R-1-G

X CURB RAMP AND DETECTABLE WARNING DETAILS R-28-K

X DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK R-29-J

X CONCRETE CURB AND CONCRETE CURB & GUTTER R-30-G

X TRANSVERSE PAVEMENT JOINTS (PLAIN CONCRETE PAVEMENT) R-39-K

X LONGITUDINAL PAVEMENT JOINTS R-41-H

X TYPICAL JOINT LAYOUTS FOR CONCRETE PAVEMENTS R-42-F

X UTILITY TRENCHES R-83-C

X SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

PROJECT

LOCATION

CONSTRUCTION QUANTITIES - THIS SHEET

PAY ITEM QTY UNIT

Mobilization, Max 10% 1 Lsum Hand Patching, Special 5 Ton Driveway Opening, Conc, Det M, Special 120 Ft Audio/Video Route Survey, Special 1 Lsum Reimbursed Permit Fee, Special 2000 Dlr

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

SECTION A-A

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

LAFAYETTE PARK

MAINTAINING TRAFFIC PLAN

STAGE 1

1" = 40'

MK

MK

AEM

MPD

N

W20-1 (48"X48")

ROAD

WORK

AHEAD

WORK

ZONE

BEGINS

R5-18c (48"X48")

END

ROAD WORK

G20-2a (48"X24")

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

W20-1

R5-18c

G20-2a

G20-2a

R5-18c

W20-1

CONSTRUCTION QUANTITIES - MOT TOTAL

PAY ITEM QTY UNIT

Sign, Type B, Temp, Prismatic, Furn 312 Sft Sign, Type B, Temp, Prismatic, Oper 312 Sft Sign, Type B, Temp, Prismatic, Spec, Furn 135 Sft Sign, Type B, Temp, Prismatic, Spec, Oper 135 Sft Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 3 Ea

Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 3 Ea

Pedestrian Type II Barricade, Temp 5 Ea

Plastic Drum, Fluorescent, Furn 25 Ea Plastic Drum, Fluorescent, Oper 25 Ea Channelizing Device, 42 inch, Fluorescent, Furn 25 Ea Channelizing Device, 42 inch, Fluorescent, Oper 25 Ea

Minor Traf Devices 1 Lsum Traf Regulator Control 1 Lsum

LAFAYETTE PARK

DETOUR PLAN

STAGE 2

1" = 60'

MK

MK

AEM

MPDAPPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

LEGEND

NN

TRAFFIC SIGN

TYPE III BARRICADE

DRUM CHANNELIZING DEVICE

NB LAFAYETTE DETOUR

WB McHATTIE DETOUR

SB LAFAYETTE DETOUR

W20-1 (48"X48")

W20-2 (48"X48")

W20-3

(48"X48")AHEAD

ROAD

CLOSED

R5-18c (48"X48")

M4-9(L)

M4-9(R)

TYPE III BARRICADE

R11-2

ROAD

CLOSED

M4-9(S)

M4-8a

D3-1 M4-9(L)

D3-1 M4-9(L)

D3-1 M4-8(a)

D3-1 M4-9(R)

W20-2

W20-1

D3-1 M4-9(S)

W20-2 W20-1

WB MCHATTIE STREET D3-1

SP-1

(96"X48")

FOLLOW DETOUR

WB MCHATTIE STREET CLOSED

AT LAFAYETTE STREET

SP-1

SP-1

D3-1 M4-9(R)

W20-3 W20-2 W20-1 SP-1

D3-1 M4-9(S)

W20-2

W20-1

SP-1

W20-1

R5-18c

G20-2a (48"X24")

G20-2a R11-2

GENERAL NOTES:

1. THE CONTRACTOR SHALL PROVIDE SEVEN (7) WORKING DAYS NOTICE PRIOR TO

START OF CONSTRUCTION.

2. PROVIDE TEMPORARY SIGNS, BARRICADES, AND/OR BARRELS AS SHOWN ON

PLANS AND AS DIRECTED BY THE ENGINEER.

3. MAINTAIN SAFE PEDESTRIAN ACCESS AT ALL TIMES.

4. CONTRACTOR TO MAINTAIN SAFE, DUST FREE CONDITIONS WHICH SHALL

REQUIRE DAILY REMOVAL OF EARTH TRACKED OR SPILLED ON ADJOINING

ROADWAYS. DUST CONTROL MEASURES SHALL BE INCLUDED IN THE COST OF

THE PROJECT.

5. THE STAGE 2 DETOUR AND LANE CLOSURE SHALL BE IN PLACE FOR A MAXIMUM

OF ONE (1) WEEK, UNLESS ADDITIONAL TIME IS APPROVED BY THE ENGINEER.

SEQUENCE OF CONSTRUCTION (STAGE 2)

1. CLOSE WB MCHATTIE STREET BETWEEN WASHINGTON STREET AND LAFAYETTE

STREET. INSTALL CONSTRUCTION SIGNING, BARRELS AND BARRICADES.

2. REMOVE EXISTING PAVEMENT AND CURB AND GUTTER.

3. EXCAVATION TO GRADE, INSTALL AGGREGATE BASE, CONCRETE CURB AND

GUTTER, MISCELLANEOUS CONCRETE AND HMA PAVING (LEVELING AND

TOPPING).

4. CLEAN UP PROJECT.

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

SOIL EROSION AND

SEDIMENTATION CONTROL PLAN

1" = 10'

MK

MK

AEM

MPD

NN

CONSTRUCTION QUANTITIES - THIS SHEET

PAY ITEM QTY UNIT

Erosion Control, Inlet Protection, Fabric Drop 5 Ea Erosion Control, Silt Fence 135 Ft

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

LAFAYETTE PARK

REMOVAL PLAN

1" = 10'

MK

MK

AEM

MPD

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CONSTRUCTION QUANTITIES - THIS SHEET

PAY ITEM QTY UNIT

Dr Structure, Rem 1 Ea Sewer, Rem, Less than 24 inch 8 Ft Curb and Gutter, Rem 100 Ft HMA Surface, Rem 183 Syd Sidewalk, Clay Brick Pavers, Rem 30 Syd

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

LAFAYETTE PARK

CONSTRUCTION PLAN

1" = 10'

MK

MK

AEM

MPD

NNBENCHMARK

BM. # DESCRIPTION ELEV.

302 PAINTED + SOUTH BOLT STRAIN POLE W/ CAMERA

AT NW CORNER OF LAFAYETTE & MCHATTIE ST 917.40

CONSTRUCTION QUANTITIES - THIS SHEET

PAY ITEM QTY UNIT

Aggregate Base, 4 inch, Special 400 Syd

Aggregate Base, 6 inch, Special 130 Syd

Sewer, Cl A, 6 inch, Tr Det A 45 Ft Sewer, Cl A, 8 inch, Tr Det A 95 Ft Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure Cover, EJ Type N, Special 3 Ea

Dr Structure 24 inch dia 3 Ea Downspout Connection, Special 1 Ea Dr Structure, Tap, 12 inch 1 Ea Conc Pavt, Nonreinf, 8 inch, Special 130 Syd

Curb and Gutter, Conc Det F4 40 Ft Curb, Conc, Det E1 130 Ft Driveway Opening, Conc, Det M 120 Ft Driveway Opening, Conc, Det M, Special 120 Ft Sidewalk, Conc, 4 inch, Special 3550 Sft Pavt, Mrkg, Waterborne, 4 inch, White 48 Ft Site Preparation and Grading, Special 1 Lsum Restoration, Hydroseed, Special 700 Syd

Hh, Structure Cover Adj, Case 1, Special 1 Ea WM Structure Cover Adj, Case 1, Special 1 Ea MW Structure Cover Adj, Case 2, Special 1 Ea Water Service, Copper, 1 inch Special 35 Ft Water Service Connection, 1 inch, Special 1 Ea Water Service Stop Box, 1 inch, Special 1 Ea Drinking Fountain, Special 1 Ea

STRUCTURE ADJUST

STR. NO. STR. TYPE EX. RIM PR. RIM

CB B EX CB 916.37 916.1

HH 1 EX HH 916.58 916.5

GVW 1 EX GVW 916.67 916.63

MW 1 EX MW 918.8 918.1

STRUCTURE SCHEDULE

STR. NO. NORTHING EASTING PR. RIM COVER

CB 1 349949.7836 13316333.11 916.1 1040, EJ N

CB 2 349972.8346 13316351.27 916.1 1040, EJ N

CB 3 350001.6737 13316339.74 917.25 1040, EJ N

HORIZONTAL: 1" = 20'

VERTICAL: 1" = 2.5'

PROPOSED STORM PROFILE

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

LAFAYETTE PARK

DETAIL GRADES

1" = 10'

MK

MK

AEM

MPD

NN

50A, 2P.

20A, 1P.

NEW LIGHTING PANEL LP-A

208Y/120V, 100A, 3-PHASE, 4W.

100A, 3P.

LSI

NEW DTE

UTILITY METER

NEW 4-#3 + #8 GRD., 1 1/2"C.

NEW

LIGHTING

NEW FOOD

TRUCK

RECEPTACLE

NEW EV

CHARGING

STATION

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

60A, 2P.

ONE-LINE DIAGRAM

NEW 3-#8 +

#10 GRD.,

1"C.

NEW

2-#12 +

#12 GRD.,

1"C.

NEW

2-#6 +

#10 GRD.,

1"C.

NEW 3"C., CABLE WILL BE

PROVIDED BY DTE

GENERAL NOTES

1. OBTAIN AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS, APPROVALS

AND FEES REQUIRED AND ENSURE THAT THE ENTIRE ELECTRICAL

INSTALLATION CONFORMS TO CODES AND REGULATIONS REQUIRED BY

AUTHORITY OR AGENCY HAVING JURISDICTION OVER THE INSTALLATION,

ALTERATION OR CONSTRUCTION OF WORK INCLUDED. ALL FEES SHALL BE

INCLUDED IN THE BASE PROPOSAL.

2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE

(N.E.C.), N.F.P.A., O.S.H.A., LOCAL AND STATE CODES, ORDINANCES AND

REGULATIONS.

3. COORDINATE ALL UNDERGROUND WORK WITH NEW AND EXISTING

UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CALL MISS DIG

1-800-482-7171 72 HOURS BEFORE ANY UNDERGROUND WORK IS DONE.

4. THE CONTRACTOR SHALL PAY ALL UTILITY COMPANY COSTS AND FEES

ASSOCIATED WITH THE INSTALLATION AND CONNECTION OF NEW ELECTRICAL

SERVICES OR NATURAL GAS SERVICES AND/OR REMOVAL OF EQUIPMENT

ASSOCIATED WITH DISCONTINUED SERVICES, INCLUDING TEMPORARY

CONSTRUCTION SERVICES.

CONTACT:

SERVICE PLANNER

DTE CONTACT NAME: AL HUSEREAU

DTE EMAIL: ALBERT.HUSEREAU@DTEENERGY.COM

PHONE NUMBER: 517-545-9744

5. ALL POWER WIRING 120 VOLTS AND GREATER SHALL BE INSTALLED IN

CONDUIT AND SHALL BE NEW. UNLESS NOTED OTHERWISE, RIGID

GALVANIZED STEEL SHALL BE USED WHERE CONDUIT IS EXPOSED. PVC

SCHEDULE 40 CONDUIT SHALL BE USED UNDERGROUND, EXCEPT WITHIN 5'

OF STRUCTURES WHERE RIGID GALVANIZED STEEL CONDUIT WILL BE

REQUIRED.

6. ALL UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM OF 30"

BELOW FINISHED GRADE. EXPANSION FITTINGS SHALL BE PROVIDED AT ALL

TRANSITIONS FROM UNDERGROUND TO EXPOSED CONDUIT.

7. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A 1/4" DIA. POLYPROPYLENE

FISHLINE.

8. ALL CONDUITS SHALL BE ROUTED TO AVOID OPENINGS IN FLOORS, ROOFS,

AND WALLS. LADDERS UP WALLS SHALL NOT BE CROSSED BY EXPOSED

CONDUIT RUNS. PROVIDE THE MINIMUM CLEAR SPACE REQUIRED BY ALL

GOVERNING CODES BETWEEN HANDRAILS AND ALL ELECTRICAL

ENCLOSURES AND RACEWAYS, WHICH IN NO CASE SHALL BE LESS THAN 1 1/2"

CLEAR.

9. ALL ELECTRICAL FLOOR MOUNTED EQUIPMENT SUCH AS MOTORS, CONTROL

PANELS AND METALLIC SUPPORT RACKS SHALL HAVE A MIMIMUM #2 BARE

COPPER GROUND CONDUCTOR BETWEEN THE MOTOR, FRAME, ENCLOSURE,

OR SUPPORT LEG AND THE BUILDING GROUND SYSTEM.

10. ALL MATERIALS USED SHALL BE NEW AND BEAR THE U.L. LABEL WHERE SUCH

SERVICE AND LABEL ARE REGULARLY PROVIDED AND BE OF THE

APPROPRIATE NEMA STANDARD.

11. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR AS INDICATED

ON PLANS AND AS REQUIRED FOR A COMPLETE, REVISED ELECTRICAL

SYSTEM.

12. ALL THREADED ELECTRICAL EQUIPMENT (CONDUIT, FITTINGS, BOLTS,

SCREWS, ETC.) INSTALLED OUTDOORS SHALL BE COATED WITH ANTI-SEIZE

COMPOUND PRIOR TO INSTALLATION. ALL HARDWARE SHALL BE STAINLESS

STEEL.

13. ALL FLOOR MOUNTED EQUIPMENT SHALL BE MOUNTED ON A MINIMUM 2"

CONCRETE PAD, UNLESS OTHERWISE NOTED.

14. EACH OF THE SPECIFIED EQUIPMENT SHALL BE SUBMITTED FOR APPROVAL

BY REFERENCE TO MANUFACTURER AND SPECIFIC CATALOG AND MODEL

NUMBER.

15. THE CONTRACTOR SHALL VISIT THE JOB SITE, THOROUGHLY CHECK THE

EXISTING FIELD CONDITIONS AND EXISTING ELECTRICAL INSTALLATIONS, AND

CLARIFY ALL DISCREPANCIES WITH THE ENGINEER BEFORE SUBMITTING A

BID, AS NO EXTRAS WILL BE ALLOWED FOR OMITTED WORK DUE TO FAILURE

TO INSPECT THE PREMISES.

16. ON COMPLETION OF WORK AND BEFORE FINAL PAYMENT IS MADE, THIS

CONTRACTOR SHALL PREPARE "AS-BUILT DRAWINGS". CLEARLY INDICATE ON

A SET OF CONTRACT DRAWINGS ALL THE CHANGES MADE DURING

CONSTRUCTION, DUE TO FIELD CONDITIONS, ADDENDA, BULLETINS, ETC.

DRAWINGS SHALL INDICATE THE INSTALLED LOCATION OF ALL EQUIPMENT,

OUTLETS, ETC.

17. WHEN THE JOB IS COMPLETE, CONTRACTOR SHALL PROVIDE THE OWNER

WITH CERTIFICATE OF APPROVAL FROM THE ELECTRICAL INSPECTION

AUTHORITY AND SHALL PROVIDE THE OWNER WITH A ONE YEAR WRITTEN

GUARANTEE ON ALL NEW MATERIALS AND LABOR.

18. RE-SUPPORT EXISTING CONDUIT, BOXES, ETC. WHERE CEILING OR SUPPORT

REVISIONS NECESSITATES NEW SUPPORTS. ALL WORK SHALL BE

COORDINATED WITH OTHER DISCIPLINES.

19. ALL DEMOLISHED ITEMS SHALL BE DISPOSED OF AWAY FROM THE SITE.

BASIC MATERIALS AND METHODS

1. WIRE FOR GENERAL USE SHALL BE COPPER, TYPE THHN/THWN, 90 DEGREES

C. ALUMINUM WIRE SHALL NOT BE USED. ALL WIRE SHALL BE RATED AT 600

VOLTS, WET AND DRY LOCATION, MINIMUM SIZE NO. 12 A.W.G. INSTALLED IN

CONDUIT, SIZED AS SHOWN ON THE DRAWINGS, MINIMUM SIZE 3/4".

2. BOXES SHALL BE GALVANIZED STEEL, CODE THICKNESS, A MINIMUM OF 1"

DEEP AND OF SUFFICIENT SIZE TO ACCOMMODATE THE DEVICES THEY

SERVE, ACCORDING TO N.E.C. REQUIREMENTS. PULL BOXES FOR ALL

CONDUIT RUNS FOR ALL SYSTEMS SHALL BE INSTALLED AT INTERVALS NOT

EXCEEDING 100 FEET OR AFTER 270 DEGREES OF BENDS.

3. CONDUITS SHALL NOT BE SUPPORTED FROM MECHANICAL DUCTS, PIPE, OR

PIPE AND DUCT SUPPORTS.

4. ELECTRIC SYSTEM GROUNDING SHALL IN ALL INSTANCES COMPLY WITH THE

MINIMUM REQUIREMENTS OF THE N.E.C. ALL CONDUITS SERVING WIRING OF

120 VOLTS OR GREATER SHALL INCLUDE A GROUND WIRE.

5. ELECTRICAL ENCLOSURES, CONDUIT SYSTEMS, ETC., SHALL BE THOROUGHLY

GROUNDED IN ACCORDANCE WITH THE N.E.C. AND ALL LOCAL CODES.

6. PROVIDE WATERTIGHT HUBS AT CONDUIT ENTRANCES TO ALL WATERTIGHT

(NEMA 4) ENCLOSURES.

7. ALL CONDUITS SHALL BE ROUTED TO AVOID OPENINGS IN FLOORS, ROOFS,

AND WALLS. LADDERS UP WALLS SHALL NOT BE CROSSED BY EXPOSED

CONDUIT RUNS. PROVIDE THE MINIMUM CLEAR SPACE REQUIRED BY ALL

GOVERNING CODES BETWEEN HANDRAILS AND ALL ELECTRICAL

ENCLOSURES AND RACEWAYS, WHICH IN NO CASE SHALL BE LESS THAN 1 1/2"

CLEAR.

8. FOR ALL 120 VAC LIGHTING AND RECEPTACLE CIRCUITS, RUN 2-#12 (MINIMUM)

+ #12 GRD., 3/4"C. TO THE LIGHTING PANELBOARD INDICATED, UNLESS NOTED

OTHERWISE.

9. GFCI DUPLEX RECEPTACLES SHALL BE 125 VOLT, 3 WIRE GFCI TYPE WITH

FACE MOUNTED TEST AND RESET BUTTONS AND MATCHING STAINLESS

STEEL COVER PLATE, HUBBELL HBL GF-5362-I, LEVITON 6898-I, OR EQUAL. ALL

SWITCHES AND RECEPTACLES SHALL BE PROVIDED WITH STAINLESS STEEL

COVER PLATES AND LOCKABLE COVERS, OR LOCKABLE, WEATHERPROOF

WHILE-IN-USE COVERS, AS INDICATED ON THE DRAWINGS.

10. LIGHTING CONTACTORS SHALL BE NEMA ICS 2, MAGNETIC LIGHTING

CONTACTOR, ELECTRICALLY HELD, 2-WIRE CONTROL AS INDICATED ON THE

DRAWINGS. LIGHTING CONTACTORS SHALL BE TWO POLE, 120 VOLTS, 60 Hz.

THE CONTACTOR ENCLOSURE SHALL BE ANSI/NEMA ICS 6, TYPE 3R AS

REQUIRED TO MEET CONDITIONS OF INSTALLATION. CONTACTORS SHALL BE

DESIGNED FOR CONTROL OF 240 VAC (MAXIMUM) LOADS AND SHALL BE

EQUIPPED WITH COIL CLEARING CONTACTS TO DE-ENERGIZE THE COILS

AFTER OPERATION. THE OPERATING COILS SHALL BE RATED FOR

CONTINUOUS DUTY ON 120 VAC. MAGNETICALLY HELD CONTACTORS SHALL

BE EQUIPPED WITH COIL CLEARING CONTACTS TO DE-ENERGIZE THE COILS

AFTER OPERATION. LIGHTING CONTACTORS SHALL BE SQUARE D BY

SCHNEIDER ELECTRIC CLASS 8903 OR EATON CUTLER-HAMMER A200 SERIES.

11. CIRCUIT BREAKERS FOR PANELBOARDS SHALL BE OF THE BOLT-IN-PLACE

TYPE USING SINGLE POLE OR COMMON TRIP, TWO OR THREE POLE AS

INDICATED ON THE DRAWINGS. CIRCUIT BREAKERS SHALL BE ON MOLDED

CASE TYPE WITH THERMAL MAGNETIC TRIP AND BREAKER HANDLES

INDICATING "ON" - "OFF" AND "TRIP" POSITIONS. GROUND FAULT CIRCUIT

INTERRUPTER (GFCI) TYPE BREAKERS SHALL BE PROVIDED WHERE

INDICATED ON THE DRAWINGS. BREAKERS SHALL HAVE 10,000 AMPERE

INTERRUPTING CAPACITY MINIMUM AND SHALL BE APPROVED FOR

"SWITCHING DUTY." ALL CIRCUIT BREAKERS SHALL BE LOCKABLE. CIRCUIT

BREAKERS SHALL BE EATON-CUTLER-HAMMER, SQUARE D BY SCHNEIDER

ELECTRIC, OR GENERAL ELECTRIC.

12. THE LIGHTING PANELBOARDS SHALL BE FACTORY ASSEMBLED FOR 120/208V,

THREE PHASE SERVICE. PANELBOARDS SHALL HAVE MAIN CIRCUIT

BREAKERS AS INDICATED ON THE DRAWINGS. PANELBOARD SHALL HAVE A

NEMA TYPE 3R RATING. THE PANELBOARDS SHALL BE LISTED BY UL WITH AN

INTEGRATED INTERRUPTING CAPACITY OF 10,000 RMS SYMMETRICAL

AMPERES AT 208 VAC, MINIMUM. PANELBOARDS SHALL BE BY EATON,

SCHNEIDER ELECTRIC, OR ABB. THE PANELS SHALL BE PROVIDED WITH A

DIRECTORY ON THE INSIDE OF THE DOOR.

13. RIGID STEEL CONDUITS SHALL CONSIST OF HEAVY WALL, MILD STEEL TUBE,

HOT-DIPPED GALVANIZED WITH THREADS ELECTROGALVANIZED AFTER

CUTTING, AS MANUFACTURED BY WHEATLAND TUBE, ALLIED TUBE, OR EQUAL.

14. PVC SCHEDULE 40 CONDUIT SHALL BE HEAVY WALL WITH INTEGRAL BELL AND

SHALL BE BY THOMAS & BETTS - CARLON, JM EAGLE, OSBURN, OR EQUAL.

15. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE INTERLOCKED STEEL

CONSTRUCTION WITH PVC JACKET AS MANUFACTURED BY ANACONDA

"SEALTITE" TYPE LA, ELECTRIFLEX, AFC, THOMAS & BETTS CORP. OR

APPROVED EQUAL.

16. ALL CONDUIT RUNS (POWER AND CONTROL) SHALL BE LABELED IN

ACCORDANCE WITH ANSI 13.1 WITH LABELS THAT ARE WATER-RESISTANT.

CIRCUIT NUMBER MARKERS SHALL CONSIST OF SELF-ADHESIVE VINYL CLOTH

OR POLYVINYL FLOURIDE FILM MARKERS WITH 1/8" HIGH (MINIMUM), BLACK

LETTERING ON A YELLOW BACKGROUND, W.H. BRADY CO. MARKERS MAY

ALSO CONSIST OF COMPUTER GENERATED, VINYL CLOTH, PERMANENT,

NON-SMEARING, SELF-ADHESIVE MARKERS SUCH AS BRADY DATAB,

BRADYMARKER XC PLUS, 3M SCOTCHCODE SCS OR STS, OR EQUAL. CIRCUIT

NUMBER MARKERS FOR PANELBOARD CIRCUIT BREAKERS MAY BE THE

MANUFACTURER'S STANDARD.

17. UNDERGROUND CONDUIT FOR DIRECTIONAL BORING SHALL BE COILABLE

HIGH-DENSITY POLYETHYLENE TYPE III, GRADE P-33. CONDUIT WITHIN 5' OF

POLES AND HANDHOLES SHALL BE RIGID GALVANIZED STEEL.

18. FUSES SHALL BE DUAL ELEMENT OR CURRENT LIMITED TYPE, CLASS R OR AS

OTHERWISE REQUIRED FOR INSTALLATION IN EXISTING EQUIPMENT OR IN

THE EQUIPMENT FURNISHED, AND AS SHOWN ON THE DRAWINGS. FUSES

SHALL PROVIDE TYPE II PROTECTION FOR MOTOR CIRCUITS.

19. GROUND RODS SHALL BE 3/4" DIAMETER BY 10 FEET LONG AND SHALL HAVE

COPPER JACKETS AND STEEL CORES. THE RODS SHALL BE AS

MANUFACTURED BY BLACKBURN/ERITECH, ERICO ELECTRICAL PRODUCTS,

OR HARGER.

20. NEMA 14-50 RECEPTACLES SHALL BE 50 AMP, 125/250 VOLT, 2-POLE, 3 WIRE,

HEAVY DUTY GRADE BY HUBBELL. EATON, LEVITON OR EQUAL. ALL SWITCHES

AND RECEPTACLES SHALL BE PROVIDED WITH STAINLESS STEEL COVER

PLATES AND LOCKABLE COVERS, OR LOCKABLE, WEATHERPROOF

WHILE-IN-USE COVERS, AS INDICATED ON THE DRAWINGS

21. SEE SHEET E-4 FOR ELECTRICAL VEHICLE SPECIFICATION.

ITEM SERVED

TOTAL NEW LOAD

CIRC.

NO.

BRKR.

SIZE

208Y/120V., 3PH., 4W. 100 AMP., MAIN BREAKER, NEUTRAL BUS, & GROUND BUS

LOAD (WATTS)

ØX ØY ØZ

7000W 2800W

- 5000

- -SPACE

FOOD TRUCK RECEPTACLE50A/2P

60A/2P

20A

EV CHARGER

SPACE -

SPACE

5540W

SPACE

SPACE

SPACE

SPACE

SPACE

LIGHTING

SPACE

REMAINDER OF THE PANEL TO

BE FILLED WITH SPACERS

ISC = 2,303

SPACE -

GROUND SERVICE

NEUTRAL

SERVICE

ENTRANCE RATED

SPACE

SPACE

LC

20A, 1P.

NEW GFCI

RECEPTACLES

NEW

2-#12 +

#12 GRD.,

1"C.

20A GFCI OUTLETS 540

NEW

2-#12 +

#12 GRD.,

1"C.

LIGHTING

CONTACTOR

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

LAFAYETTE PARK

SITE PLAN

1" = 10'

E-2

R.D.D.

R.D.D.

M.J.R.

N

LAFAYETTE PARK ELECTRICAL SITE

PLAN - PHASE 1

SCALE: 1" = 10'-0"

NEW LEVEL 2 EV CHARGER

MOUNT ON FOUNDATION,

SEE DETAILS ON SHEETS

E-3 & E-4

NEW FOOD TRUCK

OUTLET, MOUNT 6" A.F.G.

NEW 3-#8 + #10 GRD., 1"C.

(PVC SCH. 40) TO LP-A

(DIRECT BURY)

NEW 2-#6 + #10 GRD., 1"C.

(PVC SCH. 40) TO LP-A

(DIRECT BURY)

NEW 2-#12 +#12 GRD.,

1"C. (PVC SCH. 40)

(DIRECT BURY) (TYP.)

NEW RACK MOUNTED METER AND

SOCKET, LIGHTING PANEL LP-A,

LIGHTING CONTACTOR, AND PHOTOCELL

NEW LIGHT

POLE (TYP. 7)

NEW GFCI, WEATHERPROOF

WHILE IN USE RECEPTACLE,

MOUNT 18" A.F.G.

NEW 2-#12 + #12 GRD., 1"C.

(PVC SCH. 40) TO LP-A (DIRECT

BURY), WITHIN 5' OF

RECEPTACLE TRANSITION

CONDUIT TO RGS

NEW GFCI RECEPTACLE WITH

WEATHERPROOF WHILE IN

USE COVER, MOUNT ON

CANOPY SUPPORT 18" A.F.G.

NEW 2-#12 + #12 GRD., 1"C.

(PVC SCH. 40) TO LP-A (DIRECT

BURY), WITHIN 5' OF

RECEPTACLE TRANSITION

CONDUIT TO RGS

NEW GFCI RECEPTACLE WITH

WEATHERPROOF WHILE IN

USE COVER, MOUNT ON

CANOPY SUPPORT 18" A.F.G.

NEW 2-#12 + #12 GRD., 1"C. (PVC

SCH. 40) TO LP-A (DIRECT BURY),

WITHIN 5' OF RECEPTACLE

TRANSITION CONDUIT TO RGS

NEW 3"C. (HDPE)

(DIRECTIONAL DRILL)

NEW EXOTHERMIC WELD

NEW 3/4" X 10' COPPER

CLAD GROUND ROD

NEW 2-#12 +#12 GRD., 1"C. (PVC SCH. 40)

(DIRECT BURY), LIGHT POLE CIRCUITS

TO CONTACTOR

NEW #2 BARE GRD.

NEW 2-#12 +#12 GRD.,

1"C. (PVC SCH. 40)

(DIRECT BURY) (TYP.)

NEW C.I.P. BOLLARD

SEE DETAIL ON

SHEET E-3

CONSTRUCTION QUANTITIES - THIS SHEET

PAY ITEM QTY UNIT

Electrical Work 1 Lsum DTE Service Fees (Allowance) 10000 Dlr

NEW UTILITY METER

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

PROVIDE NEW

OVER-CHANNEL END CAPS

UNISTRUT #P2860 SERIES

OR EQUAL

GALV. FLAT PLATE FITTING

UNISTRUT #P1031,

SUPERSTRUT OR EQUAL

GALV. FLAT PLATE

FITTINGS UNISTRUT

#P1036, S.S.

SUPERSTRUT, OR

EQUAL (TYP.)

GALVANIZED STEEL

EQUIPMENT RACK VERT.

MEMBERS UNISTRUT

#P-1001 HORZ. MEMBERS

#P-1000, SUPERSTRUT, OR

EQUAL ALL HORIZ. AND

VERT. MEMBERS SHALL BE

BOLTED WITH 3/8" (MIN.)

DIAMETER BOLTS

5'-6" A.F.G.

LIGHTING PANEL LP-A NEMA 3R

208Y/120V, 100A, 3-PHASE, 4W.

EXACT WIDTH OF SUPPORT RACK SHALL BE DETERMINED BY THE

NUMBER OF DEVICES MOUNTED ADJACENT TO EACH OTHER. SEE

PLANS FOR QUANTITY AND TYPE OF DEVICES

COPPER CLAD

GROUND ROD,

3/4" X 10'

EXOTHERMIC

WELD (TYP.)

EXOTHERMIC WELD

FINSHED GRADE

EQUIPMENT SUPPORT RACK

TYPICAL PEDESTAL RECEPTACLE

MOUNTING DETAIL

M

IN

N.T.S.

M

IN

60" MIN.

#2

CAST F.S.J. BOX 20A. W.P. G.F.I. RECEPT.

WITH "WHILE IN USE"

COVER BY RED DOT OR

SIMILAR

LOCKABLE COVER

R.G.S.

P.V.C.

STEEL TO PVC

ADAPTER

N.T.S.

TYPICAL DECORATIVE LIGHT

AND FOUNDATION DETAIL

EQUIPMENT NAME AND DESIG.

FED FROM:

3 1/2"

1/

4"

1/ 8"

M

IN

CORROSION

RESISTANT

SCREW (TYP.)

WHITE LAMINATED PLASTIC

WITH ENGRAVED LETTERS

SMALLER SIZES MAY BE USED INDICATED; SEE

SPECIFICATIONS

FULL SCALE

TYPICAL NAMEPLATE DETAIL

FEEDS:

VOLTAGE:

NOTE-1

NOTES:

1. NAMEPLATES SHALL BE PROVIDED FOR ALL NEW BRANCH CIRCUITS IN NEW

LIGHTING PANEL AND METER.

2-#4 RODS 1'-6"

LG. (MISC)

4"Ø STD. PIPE

WITH CONC. FILL

(MISC)

TYPICAL CAST-IN-PLACE (C.I.P.)

BOLLARD DETAIL

CONCRETE

FOUNDATION2"

1"

NOTE:

ALL BOLLARDS ARE TO BE

PRIMED AND COVERED WITH

1/4" IDEAL SHIELD PVC

YELLOW COVER.

NOT TO SCALE

12" DIA.

6" 6"

3' -0

3'

-6

BRICK SUPPORT

N.T.S.

(CONDUITS NOT SHOWN FOR CLARITY)

MODEL: ZC4-12-P70-40K-MVOLT-10KV-BK-SM

LEVEL 2 CHARGER FOUNDATION

NOT TO SCALE

4"

4' -0

" M

IN

18" DIA.

3" C

LR

TY

P.

3"

CLR.

4" 4"

3" C

LR

(6) #4 BARS

EQ. SPACED

#4 TIE BARS @

12" O.C.

ADDITIONAL (3) #4 TIES @ 4" O.C.

CL EV CHARGER

21AA

CRUSHED

CONCRETE

1/2" SEALED EXPANSION

JOINT

PVC

PARKING LOT PAVEMENT

INSTALL M16 X 150 EXPANSION BOLTS, 6"

MIN EMBED (SEE E SHEETS FOR BOLT

LAYOUT, TYP. 4)

CONCRETE FOUNDATION

NEW NEMA 3R COMBINATION

LIGHTING CONTACTOR, 3

POSITION SWITCH,

HAND-OFF-AUTO, W/ FUSED

DISCONNECT SWITCH, 20A

NEW LIGHTING PHOTOCELL

CONNECT GROUND

WIRE TO GRD. LUG

ON HANDHOLE BOX

POLE BASE

LED LUMINARE

2'-0" DIA.

3/4" DIA. X 10'-0"

LONG GROUND

ROD

2' -0

" M

IN

4' -0

6"

6"

3" TO

STEEL-TO-PLASTIC

ADAPTER

P.V.C. CONDUIT

SEE PLANS FOR

SIZING

ANCHOR BOLTS PER

MANUFACTURER'S

REQUIREMENTS

3" BRICK SPACER

(4 REQ'D)

#5 VERTICAL BARS

(8 REQ'G, EQU. SPA.)

EXOTHERMIC

WELD

#12 BARE GRD. WIRE

FINISHED GRADE

EXPOSED PORTION OF CONCRETE

BASE SHALL BE HAND RUBBED AND

PATCHED TO PROVIDE A SMOOTH FINISH

FREE OF AIR HOLES AND FORM LINES

3' -6

℄ #5

2" C

L (M

IN

#4 TIES

@ 9" MAX O.C.

(3 @ TOP @ 4 1/2"

3 @ MID DEPTH @ 4 1/2"

3 @ BOTTOM @ 4 1/2")

(6 1/2" TIE LAP)

(NOTE PB9)

CONCRETE

GRADE S2

6" ABOVE

GRADE

S

H N

OFF

AUTORUN

C

NO.1

GRD.

H

N

NEW

LIGHTING

PANEL

CKT. 9

(120V)

20A. LIGHTING

CONTACTOR IN NEMA-3R

ENCLOSURE

PHOTOCELL

(ON ROOF)

N. T. S.

LIGHTING CONTACTOR WIRING DIAGRAM

12" DIA. CONCRETE

BASE 4'-0" DEEP (TYP. 2)

STEEL TO PVC

ADAPTER

R G

S

RGS

C

LIGHT POLES

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

WEB SITE: www.hrcengr.com

CITY OF SOUTH LYON

LAFAYETTE PARK

IMPROVEMENTS

48843HOWELL, MI,

105 W. GRAND RIVER AVE.

PHONE: (517) 552-9199

4/7/2025 ISSUED FOR BIDS

LEVEL-2 CHARGER CUTSHEETS

LEVEL-2 PEDESTAL CUTSHEETS PEDESTAL MOUNTING DETAIL

PEDESTAL BASEPLATE MOUNTING DETAIL