20250401_Issued_For_Bids_SeniorCommunityCenter.pdf

PDF 13 MB Posted Apr 9, 2025

Attached to: City of Royal Oak - Electric Vehicle Infrastructure & Charging Stations
Solicitation number: REQ-RO-2025-023
Issued by: Macomb County, Michigan

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Written by GovTribe AI · May 11, 2025

These documents represent a comprehensive bid package for the City of Royal Oak's Senior Community Center EV Charging Station Project, prepared by Hubbell, Roth & Clark, Inc. (HRC) and issued for bids on April 1, 2025. The project involves constructing an electric vehicle charging infrastructure at the Senior Community Center located at 3500 Marais Avenue, with detailed electrical and civil engineering plans for installing multiple EV charging stations. The bid package includes electrical one-line diagrams, site plans, transformer pad details, and specifications for both a primary design with a Level 3 charger and multiple Level 2 chargers, as well as a deductible alternate option with only Level 2 chargers.

The electrical design includes a new 300 kVA utility transformer, a 400A service disconnect, a new distribution panel (DP-1), and provisions for six EV chargers - one 120kW Level 3 charger and five 10.2kW Level 2 chargers. The total new service load for EV chargers is estimated at 170.5 kW, with a projected total amperage of 543A at 208V. The project requires coordination with DTE Energy for transformer modifications and includes detailed specifications for equipment mounting, electrical connections, and site preparation. The bid documents provide extensive technical details on equipment placement, electrical routing, concrete foundations, and compliance with electrical codes and municipal standards.

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Other files

File	Type	Posted
City_of_Royal_Oak_-_Electric_Vehicle_Infrastructure_&_Charging_Stations_(Addendum_#1_Revision).pdf	PDF	Apr 11, 2025
CD-2.pdf	PDF	Apr 11, 2025
CD-1.pdf	PDF	Apr 11, 2025
20250401_Bid_Items.xlsx	XLSX spreadsheet	Apr 9, 2025

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SHEET NO. SHEET TITLE

GENERAL

COVER COVER SHEET, LOCATION PLAN

GN-1 GENERAL NOTES, SPECIFICATIONS AND LEGEND

GN-2 CIVIL CONSTRUCTION NOTES

CIVIL SHEETS

CD-1 CIVIL SITE PROJECT DETAILS

CD-2 CIVIL SITE PROJECT DETAILS

C-1 EXISTING SITE PLAN

C-2 CIVIL DEMOLITION SITE PLAN

C-3 ENLARGED CIVIL SITE PLAN

ELECTRICAL SHEETS

ED-1 ELECTRICAL PROJECT DETAILS

E-1 ELECTRICAL ONE-LINE DIAGRAM, SCHEDULE, AND LOAD CALCULATIONS

E-1A DEDUCTIBLE ALTERNATE NO. 1 ELECTRICAL ELECTRICAL ONE-LINE DIAGRAM, SCHEDULE, AND LOAD CALC.

E-2 ELECTRICAL OVERALL SITE PLAN

E-3 ENLARGED ELECTRICAL SITE PLAN

E-4 ELECTRICAL CUTSHEETS

E-5 TRANSFORMER PAD DETAILS

LIST OF DRAWINGS

3533 MARAIS AVENUE ROYAL OAK, MI 48073

EV CHARGING STATION PROJECT

ISSUED FOR BIDS

APRIL 1, 2025

NOT TO SCALE

LOCATION MAP

LEXINGTON BLVD.

PREPARED BY:

555 HULET DRIVE

BLOOMFIELD HILLS, MI.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: http: / / www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

HUBBELL, ROTH & CLARK, INC.

JOB. NO. 20240980

PREPARED UNDER THE SUPERVISION OF:

MICHAEL ROSKELLEY, P.E.

NO. 6201067429

SENIOR COMMUNITY CENTER

HRC JOB NO. 20240980

ROYAL OAK CITY COMMISSION

13 MILE ROAD

W. WINDEMERE AVE.

AIS AVEN

PROJECT LOCATION

COMMUNITY SENIOR CENTER

3500 MARAIS AVE

MICHAEL FOURNIER MAYOR

REBECCA CHEEZUM CITY COMMISSIONER

SHARIAN DOUGLAS CITY COMMISSIONER

AMANDA HERZOG CITY COMMISSIONER

MONICA HUNT MAYOR PRO TEAM

BRANDON KOLO CITY COMMISSIONER

MELANIE MACEY CITY COMMISSIONER

AARON FILIPSKI DIRECTOR PUBLIC SERVICES AND RECREATIONS

ANGELA FOX SUSTAINABILITY MANAGER

HUGO CARDENAS SUPERINTENDENT OF FACILITIES

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4/1/2025 1:35 PM

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF ROYAL OAK

SENIOR COMMUNITY

CENTER EV CHARGING

STATION PROJECT

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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ISSUED FOR BIDS

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GENERAL NOTES,

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SPECIFICATIONS, AND LEGEND

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NO SCALE

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GENERAL NOTES:

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1. OBTAIN AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS, OBTAIN AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS, APPROVALS AND FEES REQUIRED AND ENSURE THAT THE ENTIRE 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. COORDINATE ALL UNDERGROUND WORK WITH NEW AND EXISTING COORDINATE ALL UNDERGROUND WORK WITH NEW AND EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 3. ALL POWER WIRING 120 VOLTS AND GREATER SHALL BE ALL POWER WIRING 120 VOLTS AND GREATER SHALL BE INSTALLED IN CONDUIT AND SHALL BE NEW. UNDERGROUND CONDUIT SHALL BE PVC SCH. 40. EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL. INDOOR CONDUIT WITHIN FINISHED AREAS SHALL BE ELECTRICAL METALLIC TUBING. 4. ALL UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM ALL UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM OF 24" BELOW FINISHED GRADE. EXPANSION FITTINGS SHALL BE PROVIDED AT ALL TRANSITIONS FROM UNDERGROUND TO EXPOSED CONDUIT. 5. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A 1/4" DIA. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A 1/4" DIA. POLYPROPYLENE FISHLINE. 6. ALL CONDUITS SHALL BE ROUTED TO AVOID OPENINGS IN 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. 7. ALL ELECTRICAL FLOOR MOUNTED EQUIPMENT SUCH AS MOTORS, 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. 8. ALL MATERIALS USED SHALL BE NEW AND BEAR THE U.L. 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. 9. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR AS INDICATED ON PLANS AND AS REQUIRED FOR A COMPLETE, REVISED ELECTRICAL SYSTEM. 10. ALL THREADED ELECTRICAL EQUIPMENT (CONDUIT, FITTINGS, 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. 11. ALL FLOOR MOUNTED EQUIPMENT SHALL BE MOUNTED ON A ALL FLOOR MOUNTED EQUIPMENT SHALL BE MOUNTED ON A MINIMUM 2" CONCRETE PAD, UNLESS OTHERWISE NOTED. 12. WHEN THE JOB IS COMPLETE, CONTRACTOR SHALL PROVIDE THE 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.

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1. WIRE FOR GENERAL USE SHALL BE COPPER, TYPE THHN/THWN, WIRE FOR GENERAL USE SHALL BE COPPER, TYPE THHN/THWN, 90 DEGREES CELSIUS. 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 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, CONDUITS SHALL NOT BE SUPPORTED FROM MECHANICAL DUCTS, PIPE, OR PIPE AND DUCT SUPPORTS. 4. ELECTRIC SYSTEM GROUNDING SHALL IN ALL INSTANCES COMPLY 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 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 PROVIDE WATERTIGHT HUBS AT CONDUIT ENTRANCES TO ALL WATERTIGHT (NEMA 4) ENCLOSURES. 7. GFI DUPLEX RECEPTACLES SHALL BE 125 VOLT, 3 WIRE GFCI GFI 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. 8. DUPLEX RECEPTACLES SHALL BE 20 AMP, 125 VOLT, 3 WIRE, DUPLEX RECEPTACLES SHALL BE 20 AMP, 125 VOLT, 3 WIRE, GROUNDING TYPE BY HUBBELL, GE, COOPER, OR EQUAL. 9. CIRCUIT BREAKERS FOR PANELBOARDS SHALL BE OF THE 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 ABB. 10. THE RECEPTACLE PANELBOARDS SHALL BE FACTORY ASSEMBLED THE RECEPTACLE PANELBOARDS SHALL BE FACTORY ASSEMBLED FOR 208/120V, 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 240 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. 11. WHERE INDICATED ON THE DRAWINGS, PROVIDE MODIFICATIONS TO WHERE INDICATED ON THE DRAWINGS, PROVIDE MODIFICATIONS TO HERE INDICATED ON THE DRAWINGS, PROVIDE MODIFICATIONS TO EXISTING PANELBOARDS AS REQUIRED. PANELBOARDS SHALL BE MODIFIED BY THE ADDITION OF NEW DEVICES, CONNECTIONS TO EXISTING DEVICES, AND/OR DISCONNECTION FROM EXISTING DEVICES. CIRCUIT BREAKERS FOR ADDITION TO EXISTING PANELBOARDS SHALL BE THE PANELBOARD MANUFACTURER'S COMPATIBLE REPLACEMENT PARTS AND SHALL MATCH THE PANELBOARD'S EXISTING BREAKER INTERRUPTING RATINGS. BREAKER TRIP RATINGS AND NUMBER OF POLES SHALL BE INDICATED ON THE DRAWINGS. 12. DRY TYPE TRANSFORMERS SHALL BE INDOOR OR OUTDOOR, SELF DRY TYPE TRANSFORMERS SHALL BE INDOOR OR OUTDOOR, SELF AIR-COOLED, DRY TYPE WITH MIN. TWO 5% FCBN TAPS. TRANSFORMERS SHALL HAVE A BIL OF NOT LESS THAN 10kV ON THE PRIMARY AND SECONDARY AND SHALL BE RATED 115°C TYPE RISE WITH INSULATION SYSTEM DESIGNED FOR A TOTAL TEMPERATURE OF 185°C. TRANSFORMERS SHALL BE BY EATON, SQUARE D, OR EQUAL. PROVIDE MIN. 3" CONCRETE PAD FOR FLOOR MOUNTED TRANSFORMERS. 13. DISCONNECT SWITCHES SHALL BE 600 VOLT RATED. NEMA TYPE DISCONNECT SWITCHES SHALL BE 600 VOLT RATED. NEMA TYPE 3R ENCLOSED DISCONNECT SWITCHES SHALL BE EATON CUTLER-HAMMER, SQUARE D BY SCHNEIDER ELECTRIC, OR ABB. ALL DISCONNECT SWITCHES SHALL HAVE PROVISIONS FOR PADLOCKING IN EITHER THE "ON" OR "OFF" POSITIONS AND ALL TERMINALS OR LUGS SHALL BE 75°C RATED FOR COPPER CONDUCTORS. FUSED SWITCHES SHALL UTILIZE CLASS R FUSES. ENCLOSURES SHALL BE AS INDICATED ON THE DRAWINGS. 14. RIGID STEEL CONDUITS SHALL CONSIST OF HEAVY WALL, MILD 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. 15. ELECTRICAL METALLIC TUBING (EMT) SHALL BE THIN WALL, ELECTRICAL METALLIC TUBING (EMT) SHALL BE THIN WALL, GALVANIZED STEEL CONDUIT AS MANUFACTURED BY WHEATLAND TUBE, ALLIED TUBE, OR APPROVED EQUAL. 16. PVC SCHEDULE 40 CONDUIT SHALL BE HEAVY WALL WITH PVC SCHEDULE 40 CONDUIT SHALL BE HEAVY WALL WITH INTEGRAL BELL AND SHALL BE BY THOMAS & BETTS - CARLON, JM EAGLE, OSBURN, OR EQUAL. 17. ALL CONDUIT RUNS (POWER AND CONTROL) SHALL BE LABELED IN 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. 18. FUSES SHALL BE DUAL ELEMENT OR CURRENT LIMITED TYPE, 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.

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ELECTRICAL SPECIFICATIONS:

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1. THESE SPECIFICATIONS, ALL OTHER DOCUMENTS ATTACHED THESE SPECIFICATIONS, ALL OTHER DOCUMENTS ATTACHED HERETO, ALL ADDENDA ISSUED AND THE ACCOMPANYING PLANS ARE INTENDED TO PROVIDE FOR THE COMPLETE FURNISHING AND INSTALLATION OF THE ENTIRE SYSTEM. 2. THE WORK SHALL BE DONE IN ACCORDANCE WITH BEST PRACTICE THE WORK SHALL BE DONE IN ACCORDANCE WITH BEST PRACTICE SO AS TO CONTRIBUTE TO EFFICIENCY OF OPERATION AND MINIMUM MAINTENANCE AND SHALL BE INSTALLED WITH PROPER ACCESSIBILITY. THE MATERIALS AND EQUIPMENT, INCLUDING ALL NECESSARY ACCESSORIES, SHALL BE PUT INTO PROPER ADJUSTMENT SO THAT THE COMPONENT PARTS FUNCTION TOGETHER AS A WORKABLE SYSTEM. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND OPERATIONS AS INDICATED EITHER ON THE DRAWINGS OR CONTAINED HEREIN OR AS MAY BE REASONABLY IMPLIED BY EITHER TO ACCOMPLISH THE COMPLETE INSTALLATION. 3. PROVIDE ALL MATERIALS, EQUIPMENT, LABOR AND INCIDENTALS PROVIDE ALL MATERIALS, EQUIPMENT, LABOR AND INCIDENTALS NECESSARY FOR COMPLETE AND OPERABLE SYSTEMS. PROVIDE ALL NECESSARY TESTS AND PAY FOR ALL FEES, PERMITS, INSPECTIONS, ETC. AS REQUIRED BY LOCAL AUTHORITIES. SECURE PERMITS PRIOR TO STARTING WORK. OBTAIN ALL PERMITS, LICENSES, INSPECTIONS AND BONDS. PERFORM ALL TESTS REQUIRED. UPON COMPLETION OF THE WORK, OBTAIN AND SEND CERTIFICATES OF INSPECTION AND APPROVAL TO THE ENGINEER/OWNER. PAY ALL FEES AND EXPENSES FOR PERMITS, LICENSES, TESTS AND INSPECTIONS. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR THAT HIS WORK IT IS THE RESPONSIBILITY OF THE CONTRACTOR THAT HIS WORK IS INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER AND THAT INTERFERENCE IS AVOIDED. 5. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE EQUIPMENT AND SYSTEMS TO BE INSTALLED AND THE GENERAL LOCATION AND ARRANGEMENT OF THE WORK. DUE TO THE SCALE OF THE DRAWINGS IT IS NOT POSSIBLE TO INDICATE THE EXACT LOCATION AND ROUTING OF MECHANICAL WORK, UNLESS REFERENCE DIMENSIONS ARE SPECIFICALLY INDICATED ON DRAWINGS. DEVIATIONS FROM CONTRACT DRAWING LAYOUT IN ORDER TO AVOID INTERFERENCES WITH OTHER TRADES, OR OTHER MECHANICAL WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT, WITH NO INCREASE IN CONTRACT PRICE. ALL COSTS FOR REMOVAL AND RELOCATION OF MECHANICAL AND ELECTRICAL WORK RESULTING FROM FAILURE TO COORDINATE WITH OTHER TRADES SHALL BE PAID BY THE CONTRACTOR. 6. INSTALLATION SHALL CONFORM TO ALL LOCAL CODES AND INSTALLATION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. THE CONTRACTOR SHALL BE HELD TO BE FULLY INFORMED OF ALL LAWS, ORDINANCES AND CODES, AND SHALL, IN THE PERFORMANCE OF THE CONTRACT, COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL AFORESAID REGULATIONS. ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS AND ANY ADDITIONAL WORK NECESSARY TO MEET CODE REQUIREMENTS, SHALL BE MADE BY THE CONTRACTOR WITHOUT EXTRA COST TO THE OWNER. 7. ALL EQUIPMENT IS TO BE U.L. LISTED AND LABELED. ALL EQUIPMENT IS TO BE U.L. LISTED AND LABELED. 8. ALL TRADES SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL TRADES SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. NOTIFY THE ENGINEER OF INTERFERENCES OR DISCREPANCIES AND CLARIFY 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. 9. EACH TRADE SHALL BE RESPONSIBLE FOR IT'S OWN CLEAN-UP. EACH TRADE SHALL BE RESPONSIBLE FOR IT'S OWN CLEAN-UP. 10. SHOP DRAWING SUBMITTALS FOR EQUIPMENT AND MATERIALS TO SHOP DRAWING SUBMITTALS FOR EQUIPMENT AND MATERIALS TO BE USED, ARE REQUIRED. SUBMIT TO OWNER. 11. FURNISH THE OWNER WITH TWO COPIES OF FURNISH THE OWNER WITH TWO COPIES OF OPERATION/MAINTENANCE MANUALS FOR ALL EQUIPMENT AND PROVIDE FULL OPERATION INSTRUCTIONS TO THE OWNER'S PERSONNEL. 12. GUARANTEE: CONTRACTOR SHALL REPAIR OR REPLACE ANY PART GUARANTEE: CONTRACTOR SHALL REPAIR OR REPLACE ANY PART OF THE INSTALLATION WHICH MAY FAIL WITHIN A PERIOD OF TWO YEARS AFTER FINAL ACCEPTANCE.

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GENERAL SPECIFICATIONS:

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CODES AND STANDARDS:

AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN A CLEAR, LEGIBLE, MARKED- UP-SET OF DRAWINGS AT THE SITE, THAT RECORD FIELD CONDITIONS AND CHANGES MADE TO THE WORK. THE DRAWINGS SHALL RECORD THE CONTRACTOR'S NOTES, MEASUREMENTS, ETC. AS THEY PERTAIN TO THE WORK. THE DRAWINGS SHALL BE TURNED OVER TO THE ENGINEER OF RECORD AT THE COMPLETION OF THE PROJECT FOR DEVELOPMENT OF FINAL RECORD DOCUMENTS.

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CONTRACTOR "RECORD DRAWINGS":

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SINGLE POLE SWITCH

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DISCONNECT SWITCH (F=FUSED)

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LIGHTING PANEL

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DISTRIBUTION PANEL

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CONTROL PANEL

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JUNCTION BOX

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PULL BOX

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MOTOR, 1 PHASE

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MOTOR, 3 PHASE

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CONDUIT RUN UNDERGROUND

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CONDUIT RUN EXPOSED

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BUILDING GROUND MASS & GROUND CONDUCTOR

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RIGID GALVANIZED STEEL

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ABOVE FINISHED GRADE

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WATERTIGHT (NEMA 4)

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ELECTRICAL LEGEND

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PUSHBUTTON STATION (SEE WIRING DIAG'S FOR TYPE)

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WATERTIGHT, CORROSION RESISTANT (NEMA 4X)

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EXISTING

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DISTRIBUTION PANELBOARD POSITION NUMBER

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WEATHER PROOF (NEMA 3R)

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GROUND FAULT INTERRUPTER

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CONDUIT

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120 V. DUPLEX RECEPTACLE

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CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALL

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OVERHEAD LINE

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SCHED. 40 POLYVINYL CHLORIDE CONDUIT

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TRANSFORMER (PLAN VIEW)

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EX.

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NEMA 14-50 RECEPTACLE

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DRIVEN COPPER GROUND ROD, 3/4" DIA. X 10'-0" LONG

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EV CHARGER (DIAGRAM VIEW)

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TRANSFORMER (DIAGRAM VIEW)

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LEVEL 2 AC EV CHARGER DUAL PORT (PLAN VIEW)

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LEVEL 3 DC EV CHARGER (PLAN VIEW)

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HEATER

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LEVEL 2 AC EV CHARGER SINGLE PORT (PLAN VIEW)

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ABBREVIATIONS

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ASR

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MDOT

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GFCI

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EMT

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HDPE

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EQ.

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CLR.

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DIA

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LG.

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MISC

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PSI

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TYP.

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GALV.

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KAIC

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PH.

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KVA

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DCFC

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QTY.

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RECEPT.

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MIN.

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ON CENTER

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ALKALI-SILICA REACTIVITY

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NATIONAL ELECTRIC CODE

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MICHIGAN DEPARTMENT OF TRANSPORTATION

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GROUND FAULT CIRCUIT INTERRUPTER

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UNDERWRITER'S LABORATORIES

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ELECTRICAL METALLIC TUBING

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ELECTRIC VEHICLE

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HIGH-DENSITY POLYETHYLENE TYPE III

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EQUAL

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CLEAR

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DIAMETER

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LONG

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MISCELLANEOUS

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INNER DIAMETER

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POUNDS PER SQUARE INCH

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TYPICAL

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GALVANIZED

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AMPERES

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WIRE

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KILO AMPERAGE INTERRUPTING CAPACITY

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LONG TIME SHORT TIME, INSTANTANEOUS AND GROUND FAULTS

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KILOWATT

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POLE

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DIRECT CURRENT FAST CHARGER

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STANDARD

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KILOVOLT

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ROOT MEAN SQUARE

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AMERICAN WIRE GAUGE

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FCBN

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FULL CAPACITY BELOW NORMAL

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BIL

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HORIZONTAL

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VERT.

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VERTICAL

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CONC.

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CONCRETE

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WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2023 NATIONAL ELECTRICAL CODE INCORPORATING MICHIGAN 2023 CONSTRUCTION CODE PART 8; 2015 MICHIGAN BUILDING CODE. ALL ELECTRICAL CHARGERS SHALL COMPLY WITH NATIONAL ELECTRICAL CODE ARTICLE 625. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS REQUIRED TO COMPLETE THE WORK.

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF ROYAL OAK

SENIOR COMMUNITY

CENTER EV CHARGING

STATION PROJECT

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AutoCAD SHX Text V:\202409\20240980\E\Sheets\GN_02.dwg

AutoCAD SHX Text Kitayama, Denali J.

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4/1/2025 8:25 AM

AutoCAD SHX Text 20240980

AutoCAD SHX Text February 2025

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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ISSUED FOR BIDS

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CIVIL CONSTRUCTION NOTES

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1. CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF ROYAL OAK AND MDOT. CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF ROYAL OAK AND MDOT. 2. PAVEMENT SHALL BE SAWCUT FULL DEPTH PRIOR TO REMOVAL PAVEMENT SHALL BE SAWCUT FULL DEPTH PRIOR TO REMOVAL 3. EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF ROYAL OAK AND OAKLAND COUNTY WATER EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF ROYAL OAK AND OAKLAND COUNTY WATER RESOURCES COMMISSIONER. 3.1. EROSION AND ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF SITE EROSION AND ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF SITE AREAS OR IN INCLUDE BOTH NATURAL AND MAN MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES OR PONDS. 3.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL DEVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL DEVICES. 3.3. FOR ANY AND ALL DEWATERING OPERATIONS, WATER SHALL BE DISCHARGED THROUGH A SOCK FILTER AND DISSIPATED PRIOR TO DISCHARGE. FOR ANY AND ALL DEWATERING OPERATIONS, WATER SHALL BE DISCHARGED THROUGH A SOCK FILTER AND DISSIPATED PRIOR TO DISCHARGE. 3.4. CONTRACTOR TO INSTALL INLET FILTERS AS REQUIRED OR AS DIRECTED BY THE LOCAL GOVERNING AGENCY/ENGINEER. INLET FILTERS SHALL BE CLEANED ONCE CONTRACTOR TO INSTALL INLET FILTERS AS REQUIRED OR AS DIRECTED BY THE LOCAL GOVERNING AGENCY/ENGINEER. INLET FILTERS SHALL BE CLEANED ONCE PER WEEK OR AFTER EACH STORM EVENT. 3.5. CONTRACTOR TO INSTALL SILT FENCE AS REQUIRED OR AS DIRECTED BY THE LOCAL GOVERNING AGENCY/ENGINEER. CONTRACTOR TO INSTALL SILT FENCE AS REQUIRED OR AS DIRECTED BY THE LOCAL GOVERNING AGENCY/ENGINEER. A. SILT FENCE SHALL BE INSTALLED PER OAKLAND COUNTY STANDARD DETAIL. SILT FENCE SHALL BE INSTALLED PER OAKLAND COUNTY STANDARD DETAIL. B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT FENCE. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT FENCE. C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE REPLACED PROMPTLY. D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS OF RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS OF RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE SHALL BE PROVIDED PROMPTLY. 4. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF 1 TO 2 TONS PER ACRE OR IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF 1 TO 2 TONS PER ACRE OR 100 POUNDS (2-3 BALES) PER 1000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED WITH DISC TYPE MULCH ANCHORING TOOL OR OTHER MEANS AS APPROVED BY THE OAKLAND COUNTY WATER RESOURCE COMMISSIONER. MULCH MATTING MAY BE USED IN LIEU OF LOOSE MULCH. 5. STOCKPILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT EROSION FROM LEAVING THE SITE. IF THE STOCKPILE WILL BE ON SITE FOR MORE THAN STOCKPILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT EROSION FROM LEAVING THE SITE. IF THE STOCKPILE WILL BE ON SITE FOR MORE THAN 30 DAYS, THEN THE STOCKPILE MUST BE SEEDED. SILT FENCE MUST BE INSTALLED AROUND THE PERIMETER OF THE STOCKPILE. 6. DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY. DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY. 7. STREET AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A MINIMUM OF ONCE PER WEEK BY THE CONTRACTOR. STREET AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A MINIMUM OF ONCE PER WEEK BY THE CONTRACTOR. 8. DURING DRY PERIODS, DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL. DURING DRY PERIODS, DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL. 9. FINAL GRADE, ESTABLISH VEGETATION AND OR LANDSCAPE ALL DISTURBED AREAS NOT BUILT OR PAVED UPON. FINAL GRADE, ESTABLISH VEGETATION AND OR LANDSCAPE ALL DISTURBED AREAS NOT BUILT OR PAVED UPON. 10. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER AFTER PERMANENT STABILIZATION IS ESTABLISHED AND UPON LOCAL AGENCY APPROVAL. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER AFTER PERMANENT STABILIZATION IS ESTABLISHED AND UPON LOCAL AGENCY APPROVAL. 11. EXISTING PAVEMENT MARKINGS SCHEDULED FOR REMOVAL SHALL BE BLACKED OUT WITH WATERBORNE PAINT OR BY AN APPROVED ALTERNATE METHOD AND SHALL EXISTING PAVEMENT MARKINGS SCHEDULED FOR REMOVAL SHALL BE BLACKED OUT WITH WATERBORNE PAINT OR BY AN APPROVED ALTERNATE METHOD AND SHALL BE FROM A MDOT APPROVED SOURCE. 12. PROPOSED PAVEMENT MARKINGS SHALL EITHER BE WATERBORNE PAINT OR APPROVED ALTERNATE AND SHALL BE FROM A MDOT APPROVED SOURCE. PROPOSED PAVEMENT MARKINGS SHALL EITHER BE WATERBORNE PAINT OR APPROVED ALTERNATE AND SHALL BE FROM A MDOT APPROVED SOURCE. 13. PROPOSED PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED. PROPOSED PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED. 14. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS FROM CONSTRUCTION OPERATIONS TO THEIR ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE THE CONTRACTOR SHALL RESTORE DISTURBED AREAS FROM CONSTRUCTION OPERATIONS TO THEIR ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER. LANDSCAPE AREAS REQUIRING RESTORATION SHALL INCLUDE MIN. 2" TOPSOIL AND MDOT CLASS A FETILIZED SOD, OR SEEDING BY MEANS OF HYDRO-SEEDING OR PLACEMENT OF SEED AND MULCH BLANKET. SEED SHALL BE APPLIED AT A RATE OF 250 LB/ACRE EVENLY, AND HAVE THE FOLLOWING COMPOSITION OF SEED. 30% FULTS PUCINELLIA 30% DAWSON RED FESCUE DAWSON RED FESCUE 30% PARK KENTUCKY BLUE PARK KENTUCKY BLUE 10% PENNFINE PERENNIAL RYE, MINIMUM PURITY 97% PENNFINE PERENNIAL RYE, MINIMUM PURITY 97% PAVEMENT AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, WITH THE APPLICABLE CROSS SECTION TO MATCH EXISTING AND THE MINIMUM REQUIREMENTS OF THE CITY OF ROYAL OAK.

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GENERAL CIVIL CONSTRUCTION NOTES

AutoCAD SHX Text CONCRETE SHALL BE FURNISHED, PLACED, FINISHED AND INSTALLED IN ACCORDANCE WITH THE CITY OF ROYAL OAK 2024 DESIGN STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION AND THE CURRENT STANDARDS AND SPECIFICATIONS OF MDOT. 1. CONCRETE FOR FOUNDATIONS AND OTHER STRUCTURES SHALL BE AIR ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. CONCRETE FOR FOUNDATIONS AND OTHER STRUCTURES SHALL BE AIR ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. 2. ALL CONCRETE SHALL BE COMPACTED OR CONSOLIDATED DURING PLACEMENT USING MECHANICAL INTERNAL VIBRATING EQUIPMENT. ALL CONCRETE SHALL BE COMPACTED OR CONSOLIDATED DURING PLACEMENT USING MECHANICAL INTERNAL VIBRATING EQUIPMENT. 3. (DRILL & GROUT) - REFERS TO DRILLING INTO EXISTING CONCRETE TO THE SPECIFIED HOLE DIAMETER AND EMBEDMENT UNLESS OTHERWISE SHOWN AND (DRILL & GROUT) - REFERS TO DRILLING INTO EXISTING CONCRETE TO THE SPECIFIED HOLE DIAMETER AND EMBEDMENT UNLESS OTHERWISE SHOWN AND ANCHORING THE REINFORCEMENT WITH STRUCTURAL EPOXY ADHESIVE, HIT-RE 500 SD OR HIT-HY 200 SYSTEM HIGH STRENGTH INJECTION ADHESIVE SYSTEM BY HILTI CORP. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. MINOR REINFORCEMENT RELOCATION, AS APPROVED BY THE ENGINEER MAY OCCUR WHEN ENCOUNTERING EXISTING REINFORCEMENT. 4. CONCRETE SHALL BE RESISTANT TO EXCESSIVE EXPANSION CAUSED BY ALKALI-SILICA REACTIVITY (ASR). CONCRETE MIX DESIGNS SHALL BE A REFERENCE WITH CONCRETE SHALL BE RESISTANT TO EXCESSIVE EXPANSION CAUSED BY ALKALI-SILICA REACTIVITY (ASR). CONCRETE MIX DESIGNS SHALL BE A REFERENCE WITH THE FOLLOWING: A. CEMENT FOR CONCRETE SHALL BE ASTM C-150 TYPE I OR II WITH EQUIVALENT TOTAL ALKALI CONTENT AS Na O NO GREATER THAN 0.60%. CEMENT FOR CONCRETE SHALL BE ASTM C-150 TYPE I OR II WITH EQUIVALENT TOTAL ALKALI CONTENT AS Na O NO GREATER THAN 0.60%. B. A PORTION OF THE CEMENT WILL BE SUBSTITUTED WITH GROUND GRANULATED BLAST FURNACE SLAG (GGBFS) MINIMUM 25% TO MAXIMUM 35% BY WEIGHT OF A PORTION OF THE CEMENT WILL BE SUBSTITUTED WITH GROUND GRANULATED BLAST FURNACE SLAG (GGBFS) MINIMUM 25% TO MAXIMUM 35% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. GGBFS SHALL COMPLY WITH ASTM C-989 GRADE 100 OR 120. C. FINE AGGREGATE SHALL BE NATURAL SAND 2NS. FINE AGGREGATE SHALL BE NATURAL SAND 2NS. D. COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL BE GRADED IN ACCORDANCE WITH MDOT CLASS 26A LIMESTONE FOR SIDEWALKS, CURBS COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL BE GRADED IN ACCORDANCE WITH MDOT CLASS 26A LIMESTONE FOR SIDEWALKS, CURBS (UNLESS INTEGRAL) AND 7" CONCRETE PAVEMENT. MDOT CLASS 6AA LIMESTONE SHALL BE USED FOR 8" & GREATER CONCRETE PAVEMENT. E. FINE AND COARSE AGGREGATES SHALL BE FROM SOURCES THAT HAVE BEEN TESTED FOR ALKALI-SILICA REACTIVITY (ASR) PER ASTM 1260 AND ASTM 1293 FINE AND COARSE AGGREGATES SHALL BE FROM SOURCES THAT HAVE BEEN TESTED FOR ALKALI-SILICA REACTIVITY (ASR) PER ASTM 1260 AND ASTM 1293 AND HAVE BEEN SHOWN TO BE RESISTANT TO EXCESSIVE EXPANSION CAUSED BY ASR, F. CONCRETE SHALL BE AIR ENTRAINED TO A TOTAL AIR CONTENT OF 6% +/- 1%. CONCRETE SHALL BE AIR ENTRAINED TO A TOTAL AIR CONTENT OF 6% +/- 1%. G. CONCRETE MIXTURE WATER-CEMENT RATIO SHALL BE NO GREATER THAN 0.45. CONCRETE MIXTURE WATER-CEMENT RATIO SHALL BE NO GREATER THAN 0.45. H. THE USE OF FLY ASH IS NOT ALLOWED. THE USE OF FLY ASH IS NOT ALLOWED. I. NO WATER SHALL BE ADDED TO CONCRETE AFTER BATCHING. NO WATER SHALL BE ADDED TO CONCRETE AFTER BATCHING. J. NO FIELD ADDITION OF AIR ENTRAINED CHEMICALS IS ALLOWED NO FIELD ADDITION OF AIR ENTRAINED CHEMICALS IS ALLOWED K. CONCRETE NOT MEETING PROJECT REQUIREMENTS WILL BE REJECTED AND NOT PLACED ON PROJECT SITE. CONCRETE NOT MEETING PROJECT REQUIREMENTS WILL BE REJECTED AND NOT PLACED ON PROJECT SITE. 6. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SUBMITTAL SHALL CONTAIN: CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SUBMITTAL SHALL CONTAIN: MIX RECIPE CURRENT CEMENT MANUFACTURER DATA SHEET HISTORICAL TEST DATA WITH STANDARD DEVIATION PER ACI 318 CHAPTER 5 OR 3 POINT TRIAL BATCH CURVE DATA FINE AND COARSE AGGREGATE: GRADATION, ANY AVAILABLE ASTM TEST DATA FOR ALKALI SILICA REACTION (ASR), PIT ID, MDOT PIT ID ADMIXTURE DATA SHEETS. 7. CONCRETE TESTING MAY BE PERFORMED BY THE OWNER FOR EACH CONCRETE PLACEMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER'S AGENT ACCESS TO CONCRETE TESTING MAY BE PERFORMED BY THE OWNER FOR EACH CONCRETE PLACEMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER'S AGENT ACCESS TO THE AREAS TO BE TESTED. 8. ALL CONCRETE SHALL HAVE A WHITE CURING COMPOUND COMPLYING WITH MDOT CURRENT SPECIFICATIONS FOR CONSTRUCTION APPLIED AT A MAXIMUM OF 150 ALL CONCRETE SHALL HAVE A WHITE CURING COMPOUND COMPLYING WITH MDOT CURRENT SPECIFICATIONS FOR CONSTRUCTION APPLIED AT A MAXIMUM OF 150 SFT PER GALLON WITHIN ONE HOUR OF PLACEMENT.

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EXCAVATION & BACKFILL NOTES:

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1. ALL MATERIALS EXCAVATED SHALL BE STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER. EXCAVATED MATERIAL MAY BE RE-USED FOR BACKFILL UNLESS ALL MATERIALS EXCAVATED SHALL BE STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER. EXCAVATED MATERIAL MAY BE RE-USED FOR BACKFILL UNLESS NEW SAND BEDDING/SUB-BASE IS SPECIFIED. RE-USED MATERIALS SHALL MEET THE REQUIREMENTS OF THIS SECTION SPECIFICATION. FOR THE PURPOSES OF BIDDING, ASSUME THAT EXCAVATED MATERIALS ARE SUITABLE FOR RE-USE. 2. BROKEN CONCRETE AND ASPHALT SHALL NOT BE USED FOR BACKFILL AND SHALL BE LEGALLY DISPOSED OF OFF-SITE.. BROKEN CONCRETE AND ASPHALT SHALL NOT BE USED FOR BACKFILL AND SHALL BE LEGALLY DISPOSED OF OFF-SITE.. 3. ALL MATERIALS USED IN BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. LIFTS SHALL ALL MATERIALS USED IN BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. LIFTS SHALL NOT EXCEED 9 INCHES BETWEEN TESTING. 4. ALL EXCAVATION ACTIVITIES SHALL BE DONE IN SUCH A MANNER AS TO NOT JEOPARDIZE THE FOUNDATION OF THE BUILDING OR UTILITIES IN THE AREA. ALL EXCAVATION ACTIVITIES SHALL BE DONE IN SUCH A MANNER AS TO NOT JEOPARDIZE THE FOUNDATION OF THE BUILDING OR UTILITIES IN THE AREA. 5. SAND FOR SUB-BASE UNDER BUILDING SLAB AREAS AND PIPE BEDDING SHALL BE MDOT CLASS II SAND MATERIAL, COMPACTED IN PLACE.SAND FOR SUB-BASE UNDER BUILDING SLAB AREAS AND PIPE BEDDING SHALL BE MDOT CLASS II SAND MATERIAL, COMPACTED IN PLACE.

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CONCRETE SPECIFICATIONS

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF ROYAL OAK

SENIOR COMMUNITY

CENTER EV CHARGING

STATION PROJECT

AutoCAD SHX Text C

AutoCAD SHX Text V:\202409\20240980\C\Sheets\C01-Ex_Site_Plan.dwg

AutoCAD SHX Text Kitayama, Denali J.

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4/1/2025 8:26 AM

AutoCAD SHX Text 20240980

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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ISSUED FOR BIDS

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EXISTING

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MARAIS AVE. (50' ROW)

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ROYAL OAK SENIOR COMMUNITY CENTER 3500 MARAIS AVE. (PIN: 25-04-376-005)

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EX. ASPHALT PRKG. LOT

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AutoCAD SHX Text PARCEL AND PROPERTY INFORMATION OWNER: CITY OF ROYAL OAK CITY OF ROYAL OAK PIN: 25-04-376-005 25-04-376-005 ZONED: ONE FAMILY (ACCORD. TO 11/20/24 ZONING MAP) ONE FAMILY (ACCORD. TO 11/20/24 ZONING MAP) USE: SENIOR FITNESS/HEALTH CLUB RECREATION CENTER SENIOR FITNESS/HEALTH CLUB RECREATION CENTER PARKING: OFF-STREET OFF-STREET PRKG REQ: 1 SPACE PER 4 PEOPLE BASED ON MAX. OCCUPANCY 1 SPACE PER 4 PEOPLE BASED ON MAX. OCCUPANCY AS ESTABLISHED BY BUILDING CODE. PARKING SPACES: TOTAL: 137, ADA: CAR (4), VAN (4)TOTAL: 137, ADA: CAR (4), VAN (4)

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DESIGNED

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555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF ROYAL OAK

SENIOR COMMUNITY

CENTER EV CHARGING

STATION PROJECT

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AutoCAD SHX Text V:\202409\20240980\C\Sheets\C02-Demo_Site_Plan.dwg

AutoCAD SHX Text Kitayama, Denali J.

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4/1/2025 8:26 AM

AutoCAD SHX Text 20240980

AutoCAD SHX Text February 2025

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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ISSUED FOR BIDS

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FT.

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LEGEND

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555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

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PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF ROYAL OAK

SENIOR COMMUNITY

CENTER EV CHARGING

STATION PROJECT

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4/1/2025 11:21 AM

AutoCAD SHX Text 20240980

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ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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ISSUED FOR BIDS

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ENLARGED SITE PLAN

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ENLARGED CIVIL

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AGGREGATE BASE, 21AA, 8 INCH

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SYD.

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SYD.

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CONC PAVT, MISC, FOUNDATION

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CYD.

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EA.

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PAVT MRKG, WATERBORNE, 4 INCH

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FT.

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PAVT MARKG, WATERBORNE, 12 INCH, CROSS HATCHING

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SFT

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SIGN POST

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EA.

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SIGN, EV PARKING ONLY, 12"X18"

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EA.

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COMPOSITE FENCE, 7' TALL

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EA.

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COMPOSITE FENCE GATE, 7' TALL

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EA.

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4" CIP BOLLARD

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EA.

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LEVEL 2 CHARGER

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EA.

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LEVEL 3 CHARGER

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EA.

AutoCAD SHX Text DEDUCTIBLE ALTERNATE NO. 1 NOTE: : REFER TO DEDUCTIBLE ALTERNATE REFER TO DEDUCTIBLE ALTERNATE NO. 1 AS DESCRIBED ON E-1A. IN LIEU OF LEVEL 3 CHARGER, FOUNDATION, AND 2 CIP BOLLARDS, PROVIDE ADDITONAL LEVEL 2 CHARGER FOUNDATION AND 1 CIP BOLLARD, TO MATCH THE OTHER LEVEL 2 CHARGERS

AutoCAD SHX Text

EQUIPMENT NAME AND DESIG.

FED FROM:

FEEDS:

VOLTAGE:

EQUIPMENT NAME AND DESIG.

FED FROM:

FEEDS:

VOLTAGE:

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF ROYAL OAK

SENIOR COMMUNITY

CENTER EV CHARGING

STATION PROJECT

EV CHARGER

EMERGENCY SHUT OFF

EQUIPMENT NAME AND DESIG.

FED FROM:

FEEDS:

VOLTAGE:

AutoCAD SHX Text G.C.

AutoCAD SHX Text C

AutoCAD SHX Text V:\202409\20240980\E\Sheets\ED_01 - DETAIL.dwg

AutoCAD SHX Text Kitayama, Denali J.

AutoCAD SHX Text

4/1/2025 11:21 AM

AutoCAD SHX Text 20240980

AutoCAD SHX Text April 2025

AutoCAD SHX Text

ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

AutoCAD SHX Text 04-01-25

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ISSUED FOR BIDS

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ELECTRICAL

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PROJECT DETAILS

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NO SCALE

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ED-1

AutoCAD SHX Text D.J.K.

AutoCAD SHX Text M.J.R.

AutoCAD SHX Text R.N.A.

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NEW SERVICE EQUIPMENT SUPPORT RACK ON CONCRETE SLAB DETAIL EAST SIDE

AutoCAD SHX Text 12"

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36"MIN.

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36"MIN.

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48"MAX.

AutoCAD SHX Text 42"

AutoCAD SHX Text 6"

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

NOTE: CONTRACTOR SHALL : CONTRACTOR SHALL COORDINATE WITH OWNER AND THE CITY FOR FINAL VERBIAGE PRIOR TO FABRICATION

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TYPICAL E-STOP SWITCH AND SIGNAGE MOUNTING DETAIL

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NOT TO SCALE

AutoCAD SHX Text 80"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 1 1/4"

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1/8" MIN.

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CORROSION RESISTANT SCREW (TYP.)

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WHITE LAMINATED PLASTIC WITH ENGRAVED LETTERS

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SMALLER SIZES MAY BE USED INDICATED; SEE SPECIFICATIONS

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NOT TO SCALE

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NAMEPLATE DETAIL

AutoCAD SHX Text NOTES: : 1. NAMEPLATES SHALL BE PROVIDED FOR ALL NEW BRANCH CIRCUITS IN NAMEPLATES SHALL BE PROVIDED FOR ALL NEW BRANCH CIRCUITS IN NEW SWITCHGEARS, DISTRIBUTION PANELS, AND RECEPTACLE PANELS. 2. NAMEPLATES SHALL BE PROVIDED FOR NEW BRANCH CIRCUITS AND/OR NAMEPLATES SHALL BE PROVIDED FOR NEW BRANCH CIRCUITS AND/OR MODIFICATIONS TO EXISTING SWITCHGEARS, DISTRIBUTION PANELS, AND RECEPTACLE PANELS.

AutoCAD SHX Text N.T.S.

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5'-6" ABOVE FIN. GRADE

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7'-2 3/4" ABOVE FIN. GRADE

AutoCAD SHX Text 02-03-25

AutoCAD SHX Text

90% REVIEW SET

AutoCAD SHX Text DEDUCTIBLE ALTERNATE NO. 1 NOTE: : MODIFIED AND/OR ELIMINATED BY MODIFIED AND/OR ELIMINATED BY DEDUCTIBLE ALTERNATIVE NO. 1, REFER TO E-1A FOR DETAILS

AutoCAD SHX Text

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

CITY OF ROYAL OAK

SENIOR COMMUNITY

CENTER EV CHARGING

STATION PROJECT

A. PROVIDE NAMEPLATE ON EXISTING BUILDING

SERVICE AND NEW 600A AND 400A SERVICES

B. PROVIDE LABELS ON ALL BRANCH CIRCUITS

AND EQUIPMENT RELATED TO THIS PROJECT

PER NEC 408.4.

EX 1000A RATED CT

CABINET AND UTILITY

METER & SOCKET

INCOMING UTILITY

NEW 300 KVA

4.8X13.2KV - 208V DTE

UTILITY TRANSFORMER

M CT

EX. SWITCHBOARD SEC.1

800A, 208Y/120V, 3PH, 4W

(SIEMENS CAT NO. FC-I

SERIES 6, SO 86-01327-1)

800A, 3P.

PP-K

200A, 3P.

LP-A

& A1 200A, 3P.

CU-A

200A, 3P.

LRP-B

200A, 3P.

EX. SWITCHBOARD SEC.2

800A, 208Y/120V, 3PH, 4W

(SIEMENS CAT NO. FC-I

SERIES 6, SO 86-01327-1)

LABEL

100A, 3P.

OPEN

POSITION

LP-Z

100A, 3P.

CU-1

60A, 3P.

CU-2

60A, 3P.

CU-3

60A, 3P.

CU-4

60A, 3P.

LABEL

60A, 3P.

OPEN

POSITION

60A, 3P.

LABEL

30A, 3P.

OPEN

POSITION

30A, 3P.

HEATER

REAR

ENT.

30A, 3P.

LABEL

60A, 3P.

LABEL

100A, 3P.

OPEN

POSITION

OPEN

POSITION

KITCHEN

HOOD FAN

LP-A

225A 3ɸ4W

LP-A1

225A 3ɸ4W

LP-Z

100A 3ɸ4W

HVAC

UNIT

1.5 H.P.

5 TON

AC UNIT

CU-1 CU-2

4 H.P.

5 TON

AC UNIT

CU-3

1.5 H.P.

5 TON

AC UNIT

CU-4

60A N.F.

1.5 H.P.

5 TON

AC UNIT

LRP-B

225A 3ɸ4W

AIR

HANDLER

LOBBY

HEATER

ENT. REAR

HEATER

NEW 150KVA 208-480V,

TRANSFORMER

RT-1 (Z=5%)

NEW NEMA 3R SERVICE

RATED 600A FUSED

DISCONNECT DT-1,

FUSED AT 450A

GROUND SERVICE

NEUTRAL

NEW NEMA 3R SERVICE RATED 200A

FUSED SHUNT TRIP SAFETY

DISCONNECT DC-1, FUSED AT 200A,

BY EATON OR APPROVED EQUAL

120KW

LEVEL 3

CHARGER

L3-1/2

NEW DISTRIBUTION PANEL DP-1

208Y/120V, 400A, 3-PHASE, 4W., 10KAIC

NEW 2-#4

+ #8 GRD.,

1"C.

NEW 2-#4

+ #8 GRD.,

1"C.

70A, 2P.

NEW 2-#4

+ #8 GRD.,

1"C.

NEW 2-#4

+ #8 GRD.,

1"C.

15A, 1P.

70A, 2P.

10.2KW

LEVEL 2

CHARGER

L2-1

10.2KW

LEVEL 2

CHARGER

L2-2

10.2KW

LEVEL 2

CHARGER

L2-3

10.2KW

LEVEL 2

CHARGER

L2-4

400A, 3P.

W/SHUNT

TRIP

OPT.

EMERGENCY

STOP

BUTTON

NEW 2-#12,

1/2"C.

EMERGENCY

STOP

BUTTON

NEW 2-#12, 1/2"C.

NEW 2-#12,

1/2"C.

NEW 3-3/0 + #6 GRD.,

2"C.

(2) NEW SETS OF

4 - 4/0 + #2 GRD.,

3" C.

NEW 3-3/0 + #6 GRD.,

2"C.

A-1 A-2 A-3 A-4

(2) NEW SETS OF

4 - 3/0 + #3 GRD.,

2"C.

A-1

A-2

A-3

A-4

NEW NEMA 3R TAP

BOX, 1000A RATED

SERVICE LOAD DEMAND CALCULATION

DTE 12-MONTH UTILITY BILL SERVICE PEAK DEMAND: 25 KW

NEW SERVICE LOAD EV CHARGERS: 170.5 KW

NEW SERVICE LOAD @ 208V, 3PH 195.5 KW

TOTAL AMPERAGE @ 208V, 3PH 543 A

(2) NEW SETS OF

4 - 4/0 + #2 GRD.,

3" C.

NEW NEMA 3R SERVICE

RATED 400A FUSED

DISCONNECT DT-2,

FUSED AT 400A

(3) NEW SETS OF

4 - 400KCMIL, 4"C.

(2) NEW SETS OF

4 - 3/0 + #3 GRD.,

2"C.

CONTRACTOR TO

COORDINATE WITH DTE FOR

XFMR CHANGE OUT,

DTE PLANNER: STACIE KOCH,

STACIE.KOCH@DTEENERGY.COM

70A, 2P.

SPARE SPARE

A-5 A-6 A-7

A-5 A-6

A-7

GROUND SERVICE NEUTRAL

AutoCAD SHX Text C

AutoCAD SHX Text V:\202409\20240980\E\Sheets\E01_Plot_One_Line.dwg

AutoCAD SHX Text Kitayama, Denali J.

AutoCAD SHX Text

4/1/2025 9:36 AM

AutoCAD SHX Text 20240980

AutoCAD SHX Text February 2025

AutoCAD SHX Text

ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)

AutoCAD SHX Text 04-01-25

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

ELECTRICAL ONE-LINE DIAGRAM

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ITEM SERVED

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LOAD (WATTS)

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DISTRIBUTION PANEL DP-11

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CIRC. NO.

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BRKR. SIZE

AutoCAD SHX Text 208Y/120V, 3PH., 4W., 400A. M.C.B. PANEL, NEUTRAL BUS & GND. BUS8Y/120V, 3PH., 4W., 400A. M.C.B. PANEL, NEUTRAL BUS & GND. BUS/120V, 3PH., 4W., 400A. M.C.B. PANEL, NEUTRAL BUS & GND. BUS

AutoCAD SHX Text 70A

AutoCAD SHX Text

10.2KW AUTEL LVL 2 CHRGR.

AutoCAD SHX Text

10.2KW AUTEL LVL 2 CHRGR.

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NEW CONNECTED LOAD PER PHASE (W)

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SHUNT TRIP

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AutoCAD SHX Text 15A

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ITEM SERVED

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CIRC. NO.

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BRKR. SIZE

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AutoCAD SHX Text 70A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

10.2KW AUTEL LVL 2 CHRGR.

AutoCAD SHX Text

10.2KW AUTEL LVL 2 CHRGR.

AutoCAD SHX Text 70A

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SPACE

AutoCAD SHX Text

AutoCAD SHX Text 02-03-25

AutoCAD SHX Text

90% REVIEW SET

AutoCAD SHX Text

ELECTRICAL ONE-LINE

AutoCAD SHX Text

DIAGRAM, SCHEDULES,

AutoCAD SHX Text

AND LOAD CALCULATIONS

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text E-1

AutoCAD SHX Text M.J.R.

AutoCAD SHX Text D.J.K.

AutoCAD SHX Text M.J.R.

AutoCAD SHX Text R.N.A.

AutoCAD SHX Text 10200

AutoCAD SHX Text 20400

AutoCAD SHX Text 10200

AutoCAD SHX Text

NEW TOTAL CONNECTED LOAD (A)

AutoCAD SHX Text 114A

AutoCAD SHX Text

SPARE

AutoCAD SHX Text 70A

AutoCAD SHX Text

SPARE

70A

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX…

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