dayton, ohio 45459 937.610.3440 f: 937.610.3441 1 indian ... piqua bus lot - bid drawings.pdfjun 10,...

T1.1

This drawing is the architect's instrument ofservice for use solely with respect to thisproject. RDA Group Architects is the authorof this document and shall retain all copyrightsand other reserved rights, unless otherwiseagreed upon in writing.

Sheet Number

Date

Sheet Title

Project Number

Print Record

05/17/19 PRELIM SET06/10/19 BID SET

JUNE 10, 2019

2019-025

REGI S T E R E D A R C

H

I TECT

JONATHAN

ROBERT

SCHAAF

14503

STATE

OF OHIO

Jonathan Robert Schaaf #14503

Expiration Date 12/31/2019

PIQ

UA C

ITY

SCHO

OLS

Prep

ared

for

:

PIQ

UA, O

HIO

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

Dayton, Ohio 45459

O:

F:

PIQ

UA H

IGH S

CHO

OL

BUS L

OT

SIT

E IM

PRO

VEM

ENTS

PROJECT INFORMATIONSITE PLANS

PIQUA CITY SCHOOLSPIQUA HIGH SCHOOL BUS LOT SITE IMPROVEMENTS:

Piqua, Ohio 453561 Indian Trail

ARCHITECT:

Dayton, Ohio 45459

O:

F:

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

PME ENGINEERS:

CIVIL ENGINEERS:

T1.2


Sheet Number

Date

Sheet Title

Project Number

Print Record


JUNE 10, 2019

2019-025


H

I TECT

JONATHAN

ROBERT

SCHAAF

14503

STATE

OF OHIO



PIQ

UA C

ITY

SCHO

OLS

Prep

ared

for

:

PIQ

UA, O

HIO

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

Dayton, Ohio 45459

O:

F:

PIQ

UA H

IGH S

CHO

OL

BUS L

OT

SIT

E IM

PRO

VEM

ENTS

DETAILS

A1.1


Sheet Number

Date

Sheet Title

Project Number

Print Record


JUNE 10, 2019

2019-025


H

I TECT

JONATHAN

ROBERT

SCHAAF

14503

STATE

OF OHIO



PIQ

UA C

ITY

SCHO

OLS

Prep

ared

for

:

PIQ

UA, O

HIO

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

Dayton, Ohio 45459

O:

F:

PIQ

UA H

IGH S

CHO

OL

BUS L

OT

SIT

E IM

PRO

VEM

ENTS

EXISTING / DEMOARCHITECTURAL SITE PLAN

A1.2


Sheet Number

Date

Sheet Title

Project Number

Print Record


JUNE 10, 2019

2019-025


H

I TECT

JONATHAN

ROBERT

SCHAAF

14503

STATE

OF OHIO



PIQ

UA C

ITY

SCHO

OLS

Prep

ared

for

:

PIQ

UA, O

HIO

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

Dayton, Ohio 45459

O:

F:

PIQ

UA H

IGH S

CHO

OL

BUS L

OT

SIT

E IM

PRO

VEM

ENTS

PROPOSED ARCHITECTURALSITE PLAN & DETAILS


Sheet Number

Date

Sheet Title

Project Number

Print Record

05/17/19 PRELIM SET

June 10, 2019

2019-025

PIQ

UA C

ITY

SCHO

OLS

Prep

ared

for

:

PIQ

UA, O

HIO

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

Dayton, Ohio 45459

O:

F:

NEW

BUS L

OT

/ FUEL

TANK

SIT

E IM

PRO

VEM

ENTS

TRI-TECH PROJECT #19200

06/10/19 BID SET

E1.0

ELECTRICAL LEGENDS &NOTES

1. ELECTRICAL CONTRACTOR SHALL SECURE ALL ELECTRICAL PERMITS

AS REQUIRED AND MAKE ALL NECESSARY APPLICATIONS FOR A

COMPLETE ELECTRICAL INSTALLATION.

2. CONTRACTOR SHALL CONTACT OHIO UTILITIES PROTECTION SERVICE

(OUPS) TWO WORKING DAYS PRIOR TO ANY FIELD WORK AT

(800)-362-2764. CONTRACTOR SHALL CONTACT ANY NON-OUPS MEMBER

UTILITIES DIRECTLY.

3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE

AND NATIONAL CODES. WHERE THERE IS A CONFLICT, THE MOST

STRINGENT SHALL APPLY.

4. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND FAMILIARIZE HIMSELF

WITH THE EXISTING CONDITIONS AND WORK TO BE DONE. ELECTRICAL

CONTRACTOR SHALL CAREFULLY CHECK PLANS OF ALL DISCIPLINES;

THESE ELECTRICAL DRAWINGS ARE TO BE USED AS A GUIDE.

ELECTRICAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR A

COMPLETE AND FUNCTIONING SYSTEM.

5. ALL ITEMS SHALL BE NEW UNLESS OTHERWISE NOTED. PROVIDE

PRODUCTS LISTED AND LABELED BY UNDERWRITERS LABORATORIES

INC. AS SUITABLE FOR THE PURPOSE INDICATED.

6. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS, DETAILS AND DESIGN. EQUIPMENT CALLED OUT BY

CERTAIN MANUFACTURERS IS INTENDED TO CREATE A STANDARD.

EQUALS WILL BE ACCEPTED UPON APPROVAL.

7. THE CONTRACTOR SHALL PREPARE OR OBTAIN FROM THE

MANUFACTURER SHOP DRAWINGS OF ALL ITEMS OF EQUIPMENT TO BE

FURNISHED AND SUBMIT ELECTRONIC COPIES TO THE ARCHITECT

AND/OR ENGINEER FOR APPROVAL BEFORE PROCEEDING WITH

INSTALLATION OR CONSTRUCTION. THESE DRAWINGS SHALL BE

COMPLETE IN EVERY RESPECT SHOWING PERTINENT DETAILS OF SIZE,

CAPACITIES, ARRANGEMENTS, FITTINGS, PIPING, KINDS AND THICKNESS

OF MATERIALS, WEIGHT, LOADING REQUIRED, CLEARANCES FOR

SERVICE, MAINTENANCE, ETC. AS A MINIMUM, THE SHOP DRAWINGS

EXPECTED ARE AS FOLLOWS:

7.1. LIGHT FIXTURES

7.2. WIRING DEVICES

7.3. TRANSFORMERS

7.4. PANELBOARDS

7.5. DISCONNECTS

8. CONDUCTORS:

8.1. COORDINATE SIZES OF RACEWAYS, BOXES, AND EQUIPMENT

ENCLOSURES WITH THE ACTUAL CONDUCTORS TO BE INSTALLED.

MINIMUM CONDUCTOR SIZE FOR BRANCH CIRCUITS IS 12 AWG.

PROVIDE ADJUSTMENTS FOR CONDUCTOR SIZES INCREASED FOR

VOLTAGE DROP.

8.2. UNLESS DIMENSIONED, CIRCUIT ROUTING INDICATED IS

DIAGRAMMATIC. WHEN CIRCUIT DESTINATION IS INDICATED AND

ROUTING IS NOT SHOWN, DETERMINE EXACT ROUTING REQUIRED.

8.3. SECURE AND SUPPORT CONDUCTORS AND CABLES IN

ACCORDANCE WITH NFPA 70 USING SUITABLE SUPPORTS AND

METHODS APPROVED BY THE AUTHORITY HAVING JURISDICTION.

PROVIDE INDEPENDENT SUPPORT FROM BUILDING STRUCTURE. DO

NOT PROVIDE SUPPORT FROM RACEWAYS, PIPING, DUCTWORK, OR

OTHER SYSTEMS.

8.4. UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED, PROVIDE

FINAL CONNECTIONS TO ALL EQUIPMENT AND DEVICES, INCLUDING

THOSE FURNISHED BY OTHERS, AS REQUIRED FOR A COMPLETE

OPERATING SYSTEM.

8.5. PROVIDE COPPER CONDUCTORS.

8.6. WHERE CONDUCTOR SIZE IS NOT INDICATED, SIZE TO COMPLY

WITH NFPA 70 BUT NOT LESS THAN APPLICABLE MINIMUM SIZE

REQUIREMENTS SPECIFIED.

8.7. COLOR CODE CONDUCTORS AS INDICATED UNLESS OTHERWISE

REQUIRED BY THE AUTHORITY HAVING JURISDICTION. MAINTAIN

CONSISTENT COLOR CODING THROUGHOUT PROJECT.

8.7.1. COLOR CODE:

8.7.1.1. 480Y/277 V, 3 PHASE, 4 WIRE SYSTEM:

8.7.1.1.1. PHASE A: BROWN

8.7.1.1.2. PHASE B: ORANGE

8.7.1.1.3. PHASE C: YELLOW

8.7.1.1.4. NEUTRAL/GROUNDED: GRAY

8.7.1.2. 208Y/120 V, 3 PHASE, 4 WIRE SYSTEM:

8.7.1.2.1. PHASE A: BLACK

8.7.1.2.2. PHASE B: RED

8.7.1.2.3. PHASE C: BLUE

8.7.1.2.4. NEUTRAL/GROUNDED: WHITE

8.7.1.3. EQUIPMENT GROUND, ALL SYSTEMS: GREEN

8.7.1.4. FOR MODIFICATIONS OR ADDITIONS TO EXISTING WIRING

SYSTEMS, COMPLY WITH EXISTING COLOR CODE WHEN

EXISTING CODE COMPLIES WITH NFPA 70 AND IS

APPROVED BY THE AUTHORITY HAVING JURISDICTION.

9. GROUNDING:

9.1. CONFORM TO REQUIREMENTS OF NFPA 70.

9.2. UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED, PROVIDE ALL

REQUIRED COMPONENTS, CONDUCTORS, CONNECTORS, CONDUIT,

BOXES, FITTINGS, SUPPORTS, ACCESSORIES, ETC. AS NECESSARY

FOR A COMPLETE GROUNDING AND BONDING SYSTEM.

9.3. WHERE CONDUCTOR SIZE IS NOT INDICATED, SIZE TO COMPLY

WITH NFPA 70 BUT NOT LESS THAN APPLICABLE MINIMUM SIZE

REQUIREMENTS SPECIFIED.

9.4. PROVIDE BONDING FOR EQUIPMENT GROUNDING CONDUCTORS,

EQUIPMENT GROUND BUSSES, METALLIC EQUIPMENT

ENCLOSURES, METALLIC RACEWAYS AND BOXES, DEVICE

GROUNDING TERMINALS, AND OTHER NORMALLY

NON-CURRENT-CARRYING CONDUCTIVE MATERIALS ENCLOSING

ELECTRICAL CONDUCTORS/EQUIPMENT OR LIKELY TO BECOME

ENERGIZED AS INDICATED AND IN ACCORDANCE WITH NFPA 70.

9.5. PROVIDE INSULATED EQUIPMENT GROUNDING CONDUCTOR IN

EACH FEEDER AND BRANCH CIRCUIT RACEWAY. DO NOT USE

RACEWAYS AS SOLE EQUIPMENT GROUNDING CONDUCTOR.

9.6. WHERE CIRCUIT CONDUCTOR SIZES ARE INCREASED FOR VOLTAGE

DROP, INCREASE SIZE OF EQUIPMENT GROUNDING CONDUCTOR

PROPORTIONALLY IN ACCORDANCE WITH NFPA 70.

9.7. TERMINATE BRANCH CIRCUIT EQUIPMENT GROUNDING

CONDUCTORS ON SOLIDLY BONDED EQUIPMENT GROUND BUS

ONLY. DO NOT TERMINATE ON NEUTRAL (GROUNDED) OR

ISOLATED/INSULATED GROUND BUS.

9.8. UNLESS OTHERWISE INDICATED, USE EXOTHERMIC WELDED

CONNECTIONS FOR UNDERGROUND, CONCEALED AND OTHER

INACCESSIBLE CONNECTIONS.

9.8.1. EXOTHERMIC WELDS: MAKE CONNECTIONS USING MOLDS AND

WELD MATERIAL SUITABLE FOR THE ITEMS TO BE CONNECTED

IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

9.9. UNLESS OTHERWISE INDICATED, USE MECHANICAL CONNECTORS,

COMPRESSION CONNECTORS, OR EXOTHERMIC WELDED

CONNECTIONS FOR ACCESSIBLE CONNECTIONS.

9.9.1. MECHANICAL CONNECTORS: SECURE CONNECTIONS

ACCORDING TO MANUFACTURER'S RECOMMENDED TORQUE

SETTINGS.

9.9.2. COMPRESSION CONNECTORS: SECURE CONNECTIONS USING

MANUFACTURER'S RECOMMENDED TOOLS AND DIES.

10. CONDUIT:

10.1. COORDINATE THE ARRANGEMENT OF CONDUITS WITH

STRUCTURAL MEMBERS, DUCTWORK, PIPING, EQUIPMENT AND

OTHER POTENTIAL CONFLICTS INSTALLED BY OTHERS.

10.2. DO NOT USE CONDUIT AND ASSOCIATED FITTINGS FOR

APPLICATIONS OTHER THAN AS PERMITTED BY NFPA 70 AND

PRODUCT LISTING.

10.3. UNLESS OTHERWISE INDICATED AND WHERE NOT OTHERWISE

RESTRICTED, USE THE CONDUIT TYPES INDICATED FOR THE

SPECIFIED APPLICATIONS.

10.3.1. EXTERIOR, EXPOSED: USE GALVANIZED STEEL RIGID METAL

CONDUIT OR INTERMEDIATE METAL CONDUIT (IMC).

10.3.2. EXTERIOR, DIRECT-BURIED: USE GALVANIZED STEEL RIGID

METAL CONDUIT, INTERMEDIATE METALLIC CONDUIT (IMC), OR

RIGID PVC CONDUIT.

10.3.3. WHERE RIGID POLYVINYL (PVC) CONDUIT IS PROVIDED,

TRANSITION TO GALVANIZED STEEL RIGID METAL CONDUIT

WHERE EMERGING FROM UNDERGROUND. WHERE LARGER

THAN 2", USE GALVANIZED STEEL RIGID METAL CONDUIT

ELBOWS FOR BENDS.

10.3.4. INTERIOR, CONCEALED: USE ELECTRICAL METALLIC TUBING

(EMT)

10.3.5. HAZARDOUS (CLASSIFIED) LOCATIONS: USE GALVANIZED

STEEL RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT

(IMC), ALUMINUM RIGID METAL CONDUIT, OR PVC-COATED

GALVANIZED STEEL RIGID METAL CONDUIT.

10.3.6. CONNECTIONS TO VIBRATING EQUIPMENT: USE LIQUIDTIGHT

FLEXIBLE METAL CONDUIT.

10.4. ALL NEW CONDUITS SHALL BE 3/4" MINIMUM. UTILIZE COMPRESSION

FITTINGS FOR EMT.

10.5. UNLESS DIMENSIONED, CONDUIT ROUTING IS DIAGRAMMATIC.

10.6. CONCEAL ALL CONDUITS UNLESS SPECIFICALLY INDICATED TO BE

EXPOSED.

10.7. RUN ALL CONDUIT AND WIRE TIGHT TO BUILDING STRUCTURE

WHERE POSSIBLE. ALL RUNS SHALL BE SQUARE AND TRUE WITH

BUILDING LINES.

10.8. SECURE AND SUPPORT CONDUCTORS AND CABLES IN

ACCORDANCE WITH NFPA 70 USING SUITABLE SUPPORTS AND

METHODS APPROVED BY THE AUTHORITY HAVING JURISDICTION.

PROVIDE INDEPENDENT SUPPORT FROM BUILDING STRUCTURE. DO

NOT PROVIDE SUPPORT FROM RACEWAYS, PIPING, DUCTWORK, OR

OTHER SYSTEMS.

10.9. HAZARDOUS (CLASSIFIED) LOCATIONS: WHERE CONDUITS CROSS

BOUNDARIES OF HAZARDOUS (CLASSIFIED) LOCATIONS, PROVIDE

SEALING FITTINGS LOCATED AS INDICATED OR IN ACCORDANCE

WITH NFPA 70.

10.10. CONDUIT MOVEMENT PROVISIONS: WHERE CONDUITS ARE

SUBJECT TO MOVEMENT, PROVIDE EXPANSION AND

EXPANSION/DEFLECTION FITTINGS TO PREVENT DAMAGE TO

ENCLOSED CONDUCTORS OR CONNECTED EQUIPMENT.

10.11. PROVIDE PULL STRING IN ALL EMPTY CONDUITS AND IN CONDUITS

WHERE CONDUCTORS AND CABLES ARE TO BE INSTALLED BY

OTHERS.

10.12. CLEAN INTERIOR OF CONDUITS TO REMOVE MOISTURE AND

FOREIGN MATTER. IMMEDIATELY AFTER INSTALLATION OF

CONDUIT, USE SUITABLE MANUFACTURED PLUGS TO PROVIDE

PROTECTION FROM ENTRY OF MOISTURE AND FOREIGN MATERIAL

AND DO NOT REMOVE UNTIL READY FOR INSTALLATION OF

CONDUCTORS.

11. BOXES:

11.1. COORDINATE MINIMUM SIZES OF BOXES WITH THE ACTUAL

INSTALLED ARRANGEMENT OF CONDUCTORS, CLAMPS, SUPPORT

FITTINGS, AND DEVICES, CALCULATED ACCORDING TO NFPA 70.

11.2. COORDINATE THE PLACEMENT OF BOXES WITH MILLWORK,

FURNITURE, DEVICES, EQUIPMENT, ETC.

11.3. DO NOT USE BOXES AND ASSOCIATED ACCESSORIES FOR

APPLICATIONS OTHER THAN AS PERMITTED BY NFPA 70 AND

PRODUCT LISTING.

11.4. PROVIDE ALL BOXES, FITTINGS, SUPPORTS, AND ACCESSORIES

REQUIRED FOR A COMPLETE RACEWAY SYSTEM AND TO

ACCOMMODATE DEVICES AND EQUIPMENT TO BE INSTALLED.

11.5. WHERE BOX SIZE IS NOT INDICATED, SIZE TO COMPLY WITH NFPA

70 BUT NOT LESS THAN APPLICABLE MINIMUM SIZE REQUIREMENTS

SPECIFIED.

11.6. FLUSH-MOUNT BOXES IN FINISHED AREAS UNLESS SPECIFICALLY

INDICATED TO BE SURFACE-MOUNTED. UNLESS OTHERWISE

INDICATED, BOXES MAY BE SURFACE-MOUNTED WHERE EXPOSED

CONDUITS ARE INDICATED OR PERMITTED.

11.7. LOCATE JUNCTION AND PULL BOXES AS INDICATED, AND AS

REQUIRED TO FACILITATE INSTALLATION OF CONDUCTORS, AND TO

LIMIT CONDUIT LENGTH AND/OR NUMBER OF BENDS BETWEEN

PULLING POINTS. LOCATE BOXES TO BE ACCESSIBLE. PROVIDE

ACCESS PANELS AS REQUIRED WHERE APPROVED BY THE

ARCHITECT.

11.8. CLEAN INTERIOR OF BOXES TO REMOVE DIRT, DEBRIS, PLASTER

AND OTHER FOREIGN MATERIAL. IMMEDIATELY AFTER

INSTALLATION, PROTECT BOXES FROM ENTRY OF MOISTURE AND

FOREIGN MATERIAL UNTIL READY FOR INSTALLATION OF

CONDUCTORS.

12. TRANSFORMERS:

12.1. FACTORY-ASSEMBLED, SELF-COOLED, TWO WINDING DRY TYPE

TRANSFORMERS FOR 60 HZ OPERATION DESIGNED AND

MANUFACTURED IN ACCORDANCE WITH NEMA ST 20 AND LISTED,

CLASSIFIED, AND LABELED AS SUITABLE FOR THE PURPOSE

INTENDED.

12.2. UNLESS NOTED OTHERWISE, TRANSFORMER RATINGS INDICATED

ARE FOR CONTINUOUS LOADING ACCORDING TO IEEE C57.96

UNDER THE FOLLOWING SERVICE CONDITIONS:

12.2.1. ALTITUDE: LESS THAN 3,300 FEET (1,000 M)

12.2.2. AMBIENT TEMPERATURE:

12.2.2.1. GREATER THAN 10 KVA: NOT EXCEEDING 104 DEGREES F

(40 DEGREES C)

12.3. GROUND CORE AND COIL ASSEMBLY TO ENCLOSURE BY MEANS OF

A VISIBLE FLEXIBLE COPPER GROUNDING STRAP.

12.4. NAMEPLATE: INCLUDE TRANSFORMER CONNECTION DATA,

RATINGS, WIRING DIAGRAMS, AND OVERLOAD CAPACITY BASED ON

RATED WINDING TEMPERATURE RISE.

12.6. COIL CONDUCTORS SHALL BE CONTINUOUS ALUMINUM WINDINGS

WITH TERMINATIONS BRAZED OR WELDED.

12.9. ENERGY EFFICIENCY: COMPLY WITH 10 CFR 431, SUBPART K.

12.10. 12.10. SOUND LEVELS: STANDARD SOUND LEVELS COMPLYING

WITH NEMA ST 20.

12.11. INSULATION SYSTEM AND ALLOWABLE AVERAGE WINDING

TEMPERATURE RISE:

12.11.1. 15 KVA AND LARGER: CLASS 220 DEGREES C INSULATION

SYSTEM WITH 150 DEGREES C AVERAGE WINDING

TEMPERATURE RISE.

12.12. WINDING TAPS:

12.12.1. 15 KVA THROUGH 300 KVA: TWO 2.5 PERCENT FULL CAPACITY

PRIMARY TAPS ABOVE AND FOUR 2.5 PERCENT FULL CAPACITY

PRIMARY TAPS BELOW RATED VOLTAGE.

12.13. MOUNTING PROVISIONS:

12.13.1. 75 KVA OR LARGER: SUITABLE FOR FLOOR MOUNTING.

12.14. TRANSFORMER ENCLOSURE SHALL COMPLY WITH NEMA ST 20

12.14.1. ENVIRONMENT TYPE PER NEMA 250: UNLESS OTHERWISE

INDICATED, AS SPECIFIED FOR THE FOLLOWING INSTALLATION

LOCATIONS:

12.14.1.1. INDOOR CLEAN, DRY LOCATIONS: TYPE 2

12.14.2. CONSTRUCTION: STEEL

12.14.2.1. 15 KVA AND LARGER: VENTILATED

12.15. VERIFY THAT SUITABLE SUPPORT FRAMES AND ANCHORS ARE

INSTALLED WHERE REQUIRED AND THAT MOUNTING SURFACES

ARE READY TO RECEIVE TRANSFORMERS.

12.16. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS AND IN ACCORDANCE WITH NECA 409 AND IEEE

C57.94.

12.17. USE FLEXIBLE CONDUIT, 2 FEET (600 MM) MINIMUM LENGTH, FOR

CONNECTIONS TO TRANSFORMER CASE. MAKE CONDUIT

CONNECTIONS TO SIDE PANEL OF ENCLOSURE.

12.18. ARRANGE EQUIPMENT TO PROVIDE MINIMUM CLEARANCES AS

SPECIFIED ON TRANSFORMER NAMEPLATE AND IN ACCORDANCE

WITH MANUFACTURER'S INSTRUCTIONS AND NFPA 70.

12.19. MOUNT FLOOR-MOUNTED TRANSFORMERS ON PROPERLY SIZED

CONCRETE PAD USING VIBRATION ISOLATORS SUITABLE FOR

ISOLATING THE TRANSFORMER NOISE FROM THE BUILDING

STRUCTURE. MATCH EXISTING CONCRETE PAD HEIGHT.

12.20. PROVIDE GROUNDING AND BONDING IN ACCORDANCE WITH NEC.

12.21. MEASURE PRIMARY AND SECONDARY VOLTAGES AND MAKE

APPROPRIATE TAP ADJUSTMENTS.

13. PANELBOARDS:

13.1. COORDINATE THE WORK WITH OTHER TRADES TO AVOID

PLACEMENT OF PIPING, EQUIPMENT, OR OTHER POTENTIAL

OBSTRUCTIONS WITHIN THE DEDICATED EQUIPMENT SPACES AND

WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT REQUIRED

BY NFPA 70.

13.2. COORDINATE ARRANGEMENT OF ELECTRICAL EQUIPMENT WITH

THE DIMENSIONS AND CLEARANCE REQUIREMENTS OF THE

ACTUAL EQUIPMENT TO BE INSTALLED.

13.3. ALL BUSSING SHALL BE COPPER.

13.4. PROVIDE FULLY RATED NEUTRAL BUS, WITH A SUITABLE LUG FOR

EACH FEEDER OR BRANCH CIRCUIT REQUIRING A NEUTRAL

CONNECTION.

13.5. PROVIDE SOLIDLY BONDED EQUIPMENT GROUND BUS IN EACH

PANELBOARD, WITH A SUITABLE LUG FOR EACH FEEDER AND

BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTOR.

13.6. CONDUCTOR TERMINATIONS: SUITABLE FOR USE WITH THE

CONDUCTORS TO BE INSTALLED.

13.7. LOCKABLE DOORS: ALL LOCKS KEYED ALIKE UNLESS OTHERWISE

INDICATED.

13.8. LOAD CENTERS ARE NOT ACCEPTABLE.

13.9. PROVIDE THE FOLLOWING FEATURES AND ACCESSORIES WHERE

INDICATED OR WHERE REQUIRED TO COMPLETE INSTALLATION:

13.9.1. FEED-THROUGH LUGS

13.9.2. SUB-FEED LUGS

13.10. PROVIDE BOLT-ON OR PLUG-IN MOLDED CASE CIRCUIT BREAKERS

WITH INTERRUPTING CAPACITY AS REQUIRED TO PROVIDE THE

SHORT CIRCUIT CURRENT RATING INDICATED, BUT NOT LESS THAN:

13.10.1. 10,000 RMS SYMMETRICAL AMPERES AT 240 VAC OR 208 VAC.

13.11. DO NOT USE TANDEM CIRCUIT BREAKERS.

14. PROVIDE AND INSTALL ELECTRICAL DISCONNECTS, CIRCUIT BREAKERS,

ETC. SPECIFIED OR REQUIRED.

15. ALL GROUNDING SHALL BE PER NEC ARTICLE 250. PROVIDE SEPARATE

GREEN GROUND CONDUCTOR WITH ALL CIRCUITS.

16. ELECTRICAL CONTRACTOR SHALL DEMO, PATCH AND REPAIR EXISTING

WALLS AS REQUIRED FOR ELECTRICAL BOXES, CONDUIT, WALL

PENETRATIONS, ETC. SEAL PENETRATIONS IN FIREWALLS WITH

APPROVED FIRESTOP MATERIALS AND METHODS. PATCH

WEATHER-TIGHT ALL NEW PENETRATIONS IN EXTERIOR WALLS, ROOFS,

FLOORS, ETC.

17. ALL RECEPTACLE AND LIGHTING CIRCUITS SHALL BE 20A UNLESS

OTHERWISE SPECIFIED. ALL OUTSIDE RECEPTACLES SHALL HAVE

GROUND FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION. OUTSIDE

RECEPTACLES SHALL BE PROVIDED WITH WEATHERPROOF COVERS.

18. COORDINATE LOCATIONS OF LIGHTING FIXTURES WITH ALL UTILITIES

BEFORE DIGGING. VERIFY EXACT LOCATION OF ALL LIGHTING

FIXTURES WITH OWNER AND/OR ARCHITECT PRIOR TO DIGGING.

19. LABEL ALL NEW DEVICES WITH WHITE PHENOLIC TAG WITH BLACK

CORE LETTERING INDICATING SOURCE PANEL AND CIRCUIT. DO NOT

COVER SCREWS OF COVERPLATE.

20. PROVIDE UPDATED TYPED PANEL DIRECTORIES IN ALL AFFECTED

PANELS.

ELECTRICAL SPECIFICATIONS:

NEW ITEM TO BE INSTALLED.

EXISTING ITEM TO REMAIN.

EXISTING ITEM TO BE DEMOLISHED.

CIRCUIT HOME RUN, LABEL INDICATES PANEL AND CIRCUIT NUMBER.

NEMA 5-20R, 20A, 125V AC STRAIGHT BLADE DUPLEX RECEPTACLE WITH

GROUND FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION.

HEAVY-DUTY, NON-FUSIBLE DISCONNECT SWITCH , NEMA 1 600V. SURFACE

MOUNTED.

HEAVY-DUTY, FUSED DISCONNECT SWITCH , NEMA 1 600V. SURFACE

MOUNTED.

SINGLE-POLE TOGGLE SWITCH, 120V, 20A, WITH WALL PLATE.

TYPICAL.

WEATHER PROOF.

GFCI

LEGEND:

A-1

TYP.

WP

A. HANDHOLE SHALL BE QUAZITE #PC1118BA BOX WITH QUAZITE #PG1118

COVER, OR APPROVED EQUAL. COVER SHALL BE IMPRINTED WITH THE

WORD "ELECTRIC" AND SHALL BE SECURED WITH MINIMUM OF (2) HEX

HEAD BOLTS.

B. HANDHOLE SHALL BE INSTALLED FLUSH WITH ADJACENT GRADE.

C. ALL CONDUITS ENTERING OR EXITING THE HANDHOLE SHALL BE TRIMMED

AT THE SIDE WALL. SEAL CONDUIT AROUND HANDHOLE PENETRATION.

D. PROVIDE COUPLING, BUSHING, OR BELL END ON ALL CONDUITS ENTERING

OR EXITING THE HANDHOLE.

E. INSTALL 5/8"X8' CU GROUND ROD IN EACH HANDHOLE. BOND EQUIPMENT

GROUNDING CONDUCTOR TO GROUND ROD USING EXOTHERMIC WELD.

F. HANDHOLES SHALL BE INSTALLED ON MIN. 6" DEEP GRAVEL BASE WITH

FRENCH DRAIN.

HANDHOLE SPECIFICATION AND NOTES

6" DEPTH GRAVEL BASE

11"

PROVIDE FRENCH DRAIN

2"

1/2"

COMPACTED

GRANULAR BACKFILL

12" (M

IN

.)

2"

SEAL CONDUIT

AROUND HOLE

PROVIDE COUPLING,

BUSHING OR END BELL.

NO SHARP EDGES ALLOWED.

ALL CONDUITS ENTERING

AND EXITING A SPLICE

BOX SHALL BE TRIMMED

AT THE SIDE WALL AS

SHOWN.

GRADE

NEW CONDUITS

(TYP.)

GROUND ROD

1/2" X 4"

PULL SLOT

8"

11"

LOGO WORD

"ELECTRIC"

8"

12"

6" D

EP

TH

GR

AV

EL B

AS

E

1'-0"

(M

IN

. D

EP

TH

)

8" (DIA. MIN.)

OPEN BOTTOM.

COMPACTED

GRANULAR BACKFILL

HANDHOLE DETAIL - TOP, FRONT, SIDE VIEWS

SCALE: NONE

A

E1.0

11 JUN 2019

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

x

1

2

4

5

6

7

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

8

3

31

32

P

P


Sheet Number

Date

Sheet Title

Project Number

Print Record

05/17/19 PRELIM SET

June 10, 2019

2019-025

PIQ

UA C

ITY

SCHO

OLS

Prep

ared

for

:

PIQ

UA, O

HIO

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

Dayton, Ohio 45459

O:

F:

NEW

BUS L

OT

/ FUEL

TANK

SIT

E IM

PRO

VEM

ENTS


06/10/19 BID SET

E1.1

ELECTRICAL NEW WORKPLAN

BUS LOT SITE NEW WORK PLAN

SCALE: 1"=40'-0"

ELECTRICAL INSTALLATION NOTES:

1. EXISTING ELECTRIC SERVICE SWITCHBOARD MDP. REFER TO THE

SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION.

2. PROVIDE NEW TRANSFORMER. PROVIDE CONCRETE PAD MATCHING

ADJACENT CONCRETE PAD HEIGHT. COORDINATE EXACT LOCATION WITH

OWNER PRIOR TO ROUGH-IN. REFER TO THE SINGLE LINE DIAGRAM FOR

ADDITIONAL INFORMATION.

3. PROVIDE NEW TRANSFORMER SECONDARY FUSED DISCONNECT. REFER

TO THE SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION.

4. BUS PARKING PANELBOARD FEEDER. REFER TO THE SINGLE LINE

DIAGRAM FOR SIZING. RUN CONDUIT ALONG EXISTING WALL. VERIFY

FEEDER HEIGHT AND ROUTING WITH THE OWNER PRIOR TO ROUGH-IN.

5. PROVIDE WALL PENETRATION THROUGH EXISTING WALL. RUN NEW

FEEDER UNDERGROUND. PATCH WALL OPENING. VERIFY ROUTING WITH

THE OWNER PRIOR TO ROUGH-IN. DROP FEEDER BELOW GRADE WHERE

ROUTING IS OUTSIDE THE EXISTING MECHANICAL YARD WALLS.

6. PROVIDE TRENCH AT LEAST 36 INCHES BELOW GRADE, CONDUIT,

CONDUCTORS, BACKFILL AND SITE RESTORATION. VERIFY ROUTING

WITH THE OWNER PRIOR TO ROUGH-IN. REFER TO THE UNDERGROUND

DUCTS DETAIL 1.

7. PROVIDE (4) - 2" THREADED GALVANIZED RIGID STEEL CONDUITS FOR

FUEL TANK STORAGE. RUN ONE 2" CONDUIT BACK TO PANEL A. PROVIDE

PULL STRINGS AND CAP OPEN ENDS. PROVIDE ABOVE GROUND MARKER.

8. PROVIDE UNDERGROUND PULLBOX. LID SHALL BE FLUSH WITH EXISTING

GRADE. SIZE PER THE NATIONAL ELECTRIC CODE. REFER TO THE

HANDHOLE DETAIL - TOP, FRONT, SIDE VIEWS DETAIL.

9. PROVIDE STRUCTURE FOR MOUNTING NEW PANELBOARD. REFER TO

THE ELECTRICAL PANELBOARD UNISTRUT DETAIL. PROVIDE (2)

PROTECTIVE BOLLARDS SPACED 4'-0" APART IN FRONT OF THE NEW

PANELBOARD.

10. VERIFY LOCATION OF EXISTING UNDERGROUND DIRECT BURIED

PRIMARY ELECTRIC CONDUCTORS, EXISTING TELEPHONE AND ALL

OTHER EXISTING UTILITIES PRIOR TO TRENCHING.

11. PROVIDE BUS HEATER CHARGING PEDESTAL. REFER TO THE

ELECTRICAL PEDESTAL DETAIL. PROVIDE UNDERGROUND BRANCH

CIRCUITS TO PANEL A.

12. EXISTING UNDERGROUND PRIMARY LOAD BREAK CABINET, (2)

TELEPHONE PEDESTALS AND MANHOLE SHALL REMAIN.

13. EXISTING SITE LIGHTING POLE SHALL REMAIN.

14. EXTEND EXISTING SITE LIGHTING CIRCUIT FROM THE EXISTING LIGHT

POLE TO NEW POLE LIGHTS. EXISTING CIRCUIT MAXIMUM LOAD

INDICATED IS 4.6 AMPS. THE CIRCUIT LOAD AFTER ADDING THE SIGN IS

7.63 AMPS. THEREFORE THE EXISTING 20 AMP BRANCH CIRCUIT SHALL

REMAIN.

15. PROVIDE (2) - 2" CONDUITS FOR FUTURE USE. PROVIDE PULL STRINGS,

CAP BOTH ENDS AND PROVIDE ABOVE GROUND MARKER.

16. PROVIDE 2" CONDUIT FOR FUTURE USE. PROVIDE PULL STRING, CAP

BOTH ENDS AND PROVIDE ABOVE GROUND MARKER.


FUTURE GATE. RUN BACK TO PANEL A. PROVIDE PULL STRINGS AND

CAPS ON THE OPEN ENDS. PROVIDE ABOVE GROUND MARKER.


FUTURE USE. PROVIDE PULL STRING, CAP BOTH ENDS AND PROVIDE

ABOVE GROUND MARKER.

ME

CH

. RM

.

NEW PANEL A

EXISTING PAD MOUNT

TRANSFORMER

EXISTING GENERATOR

EXISTING CHILLER

MECHANICAL

YARD

EXISTING PANEL DP1

"A"-1

"A"-2

"A"-3

"A"-4

"A"-5

"A"-6

"A"-7

"A"-8

"A"-9

"A"-10

"A"-11

"A"-12

"A"-13

"A"-14

"A"-15

"A"-16

"A"-17

"A"-18

"A"-19

"A"-20

"A"-21

"A"-22

"A"-23

"A"-24

"A"-25

"A"-26

"A"-27

"A"-28

"A"-29

"A"-30

"A"-31

"A"-32

1

2 3

4 4

5

6

8

910

11

(TYP.)

10

10

12

13

13

14

8

P2

P2

P1

P2

P2

14

6

14

LUMINAIRE SCHEDULE

MANUFACTURER AND SERIES

QU

AN

TIT

Y

SYMBOL

MA

RK

LA

MP

RE

CE

SS

ED

MO

UN

TE

D

PO

LE

SU

RF

AC

E

MO

UN

TE

D

DESCRIPTION

IN

CA

ND

ES

CE

NT

H.I.D

.

LE

D

NOTES:1. PROVIDE CONCRETE POLE BASE.

2. MATCH EXISTING POLE.

3. PROVIDE PHOTOCELL AS REQUIRED.

-

PE

ND

AN

T

MO

UN

TE

D

NOTES

P1 -

EQUAL TO LITHONIA #DSXF3 LED

6 P2 50K MFL 480 DDBXD SERIES

WITH #SSS 28 5G T20 VD 5"

SQUARE, 7 GAUGE STEEL POLE

MATCH EXISTING LED POLE

LIGHT.

P2

MATCH EXISTING LED POLE

LIGHT. 2 HEADS PER POLE.

REFER TO THE DRAWINGS FOR

90° AND 180° CONFIGURATIONS.

1,2,3

1,2,3

2' - 2"

2' - 2"

TEST

2' - 0"

ELECTRICAL PEDESTAL DETAIL

SCALE: NONEE1.1

A

ELECTRICAL PEDESTAL NOTES:

1. PRE CAST CONCRETE CAP, 4" X 2'-2" X 2'-2".

2. 8" X 8" CMU BLOCK BELOW, 2'-0" X 2'-0".

3. UNDERGROUND ELECTRIC.

4. 8" X 8" CMU BLOCK.

5. 8" X 8" RECEPTACLE BOX.

6. 4" X 16" CMU BLOCK.

7. GFCI/WEATHERPROOF DUPLEX RECEPTACLE.

8. LOCAL DISCONNECT TOGGLE SWITCH.

9. CONCRETE FOOTING - REFER TO THE ARCHITECTURAL

DRAWINGS.

10. RETRACTABLE CORD REEL EQUAL TO CONDUCTIX WAMPFLER

#1400 SERIES. UL LISTED FOR OUTDOOR USE, 20 FEET OF #12/3

AWG CORD, SET UP FOR DRAG APPLICATION, ROTATING CORD

GUIDE KIT, BALL STOP. PROVIDE WEATHERPROOF FIELD

TERMINATION ENABLING THE CORD REEL TO PLUG INTO THE

SCHOOL BUS BLOCK HEATER. COORDINATE WITH THE OWNER

PRIOR TO ROUGH-IN.

TOP VIEW

RIGHT SIDE VIEW

1

2

1

4

6

578

8"

8"

4"

4"

17

15

15

16

7

CIRCUIT LENGTH WIRE SIZE(CU)

0 - 70 FEET #12

71 - 110 FEET #10

111 - 175 FEET #8

176 - 280 FEET #6

281 - 450 FEET #4

451 - 550 FEET #3

20A CIRCUIT VOLTAGE DROP TABLE

EQUAL TO LITHONIA #DSXF3 LED

6 P2 50K MFL 480 DDBXD SERIES

WITH #SSS 28 5G T20 VD 5"

SQUARE, 7 GAUGE STEEL POLE

13

3

GRADE

18

FRONT

10

10

4

10

TEST

2' - 0"

1

4

6

5 7 8

8"

8"

4"

4"

GRADE

10

4

LEFT SIDE VIEW

99

33

1' - 3"

1' - 3"

11 JUN 2019


Sheet Number

Date

Sheet Title

Project Number

Print Record

05/17/19 PRELIM SET

June 10, 2019

2019-025

PIQ

UA C

ITY

SCHO

OLS

Prep

ared

for

:

PIQ

UA, O

HIO

937.610.3440

937.610.3441

Woods Drive

7945 Washington

grouparchitects ll

c

Dayton, Ohio 45459

O:

F:

NEW

BUS L

OT

/ FUEL

TANK

SIT

E IM

PRO

VEM

ENTS


06/10/19 BID SET

E1.2

ELECTRICAL SINGLE LINEAND PANELBOARDSCHEDULES

400A

400/3

600A

600/3

400A

400/3

400A

400/3

400A

400/3 200/3 200/3 200/3 200/3 200/3 200/3

EXISTING

UTILITY

TRANSFORMER

3000A

3000A

M

200/3 200/3 200/3 200/3 100/3 100/3 100/3 100/3 100/3 100/3

100A

100/3 100/3 100/3 100/3

100A

100/3 100/3

100A

100/3

100A

100/3

30A

30/3

200A

200/3

30A

30/3

30A

30/3

100A

100/3

30A

30/3

30A

30/3

30A

30/3

30A

30/3

30A

30/3

100A100A100A100A100A100A100A200A200A200A200A200A200A200A200A200A200A

EX.

PANEL

101

SOUTH

1ST

FLOOR

EX.

PANEL

102

NORTH

1ST

FLOOR

EX.

PANEL

103

HOME

EC

EX.

PANEL

104

ADMIN.

EX.

PANEL

105

GYM

EX.

PANEL

106

GYM

EX.

PANEL

107

SHOPS

EX.

PANEL

108

A.W.

2ND

FLOOR

EX.

PANEL

109

N.E.

2ND

FLOOR

EX.

PANEL

110

S.W.

2ND

FLOOR

EX.

T-15

AUDITO-

RIUM

LIGHTS

EX.

T-12

EX.

T-13

EX.

T-19

EX.

T-20

EX. T-21 EX.

KITCHEN

BOOSTER

HEATER

EX.

T-22

EX.

T-23

EX.

T-24

EX.

PANEL

114

MECH.

RM.

EX.

PANEL

113

GYM &

SHOP

A.W.

EX.

ATS 2

EX.

T-24

EX.

ATS 1

EX.

A.H. 5

EX.

A.H. 4

EX.

A.H. 7

EX.

A.H. 6

EXISTING

30A

30/3

30A

30/3

EX. ON

ROOF

OVER

RM 234

EX.

EF-20

KIT.

30A

30/3

SPARE

60A

60/3

EX.

EF-22

KIT.

60A

60/3

SPARE

EXISTING "MDP" 3000A, 277/480V-3PH-4W

100A 100A 100A

SPARESPARE

NEW T-25

75kVA

480V - 208Y/120V

NEW

PANEL A

200 AMP

208/120V

3Ø, 4W

MCB

SINGLE LINE DIAGRAM

SCALE: NONE

200

200

ELECTRICAL INSTALLATION NOTES:

1. PROVIDE (3) - #1 AWG CU., (1) - #8 AWG CU. GND., IN 1.25" CONDUIT.

2. PROVIDE (4) - #4/0 AWG CU., (1) - #4 AWG CU. GND., IN 2.5" CONDUIT.

3. PROVIDE (3) 100 AMP FUSES IN EXISTING SPARE 100 AMP SWITCH COMPARTMENT.

FUSE TYPE SHALL MATCH EXISTING FUSES.

1

2

2

ELECTRICAL PANELBOARD UNISTRUT DETAIL

SCALE: NONE

GALVANIZED POST CAP

U-BOLT ANCHOR TO POST

GALVANIZED, SLOTTED, UNISTRUT

MOUNTING BAR

PAVING

CONCRETE PIER

4" Ø GALVANIZED PIPE

2'-8"

6'-0"

1'-0"

NEMA 3R RATED ENCLOSURE

PANELBOARD "A".

FED FROM MDP IN

MECHANICAL

ROOM

3

EX.

KITCHEN

PANEL

112

EX.

KITCHEN

PANEL

111

EX.

CHILLER

EX. T-11EX.

SHOP

BUS

DUCT

EX.

MCC

#2 CU. GROUND

3,210 AIC

BRANCH

CIRCUITS

(TYPICAL)

SCALE: NONE

UNDERGROUND DUCTS NOTES:

FINISH GRADE

GENERAL NOTES:

TAMPED

BACKFILL

A. APPROVED PREFABRICATED DUCT RUNS ARE ACCEPTABLE.

B. PLACE DUCT BANK ON 2" GRAVEL OR SAND.

C. NUMBER OF CONDUITS IN TRENCH ARE AS INDICATED ON PLANS.

D. ALL UNDERGROUND CONDUITS TO HAVE LONG SWEEPING BENDS.

E. PROVIDE ALL EMPTY UNDERGROUND CONDUITS WITH PULLWIRE.

1. YELLOW MARKER TAPE ON COMPACTED FILL.

2. SCHEDULE 40 PVC CONDUIT.

3. MIN. 3" SAND ENCASEMENT AROUND TOTAL CIRCUMFERENCE OF

CONDUIT.

UNDERGROUND DUCTS DETAIL 1

1' - 6"

3' - 0" C

OV

ER

C

E1.2

2

1

3

1' - 0"

E1.2

1' - 0"

A

POLE BASE MOUNTING NOTES:

1. POLE BASE.

2. GRADE LEVEL UNLESS OTHERWISE SET BY ARCHITECT.

3. PREFABRICATED ANCHOR BOLTS FURNISHED WITH FIXTURE.

CHAMFERED EDGE.

4. CONDUIT AS REQUIRED.

5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSION.

POLE BASE MOUNTING DETAIL

SCALE: NONE

3

4

2

5

5

B

E1.2

1

11 JUN 2019

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CITY OF PIQUA

SPRINGCREEK TOWNSHIP

MIAMI COUNTY, OHIO

O

E

VICINITY MAP

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

REVISIONS:

PIQUA HIGH SCHOOL BUS PARKING ADDITION

607 N. MERIDIAN STREET PORTLAND, INDIANA 47371 260.766.2500

440 E. HOEWISHER ROAD SIDNEY, OHIO 45365 937.497.0200

www.CHOICEONEENGINEERING.com

203 W. LOVELAND AVENUE LOVELAND, OHIO 45140 513.239.8554

INDEX OF SHEETS

JUNE 11, 2019

PROJECT

AREA

C.R

. 25-A

LO

ON

EY

R

OA

D

ELEVATION DATUM

GENERAL NOTES AND DETAILS

UNDERGROUND UTILITIES

UTILITY OWNERSHIP

UTILITY INTERFERENCE

EXISTING TILE HOOKUPS

GEOTECHNICAL ENGINEERING REPORT

CROSSINGS AND CONNECTIONS TO

EXISTING PIPES AND UTILITIES

MUD

EXISTING UTILITY CONFLICT NOTE

UTILITY STATEMENT

CAD FILE DISCLAIMER

SAFETY

MASONRY COLLAR

DEWATERING

CLEAN WATER NOTE

STORM SEWER INSTALLATION

TYPES OF PIPE PERMITTED ODOT MATERIALS NUMBERS

CORRUGATED POLYETHYLENE SMOOTH-LINED PIPE (CPSLP) 707.33

POLYPROPYLENE CORRUGATED DOUBLE WALL PIPE (PCDWP) 707.65

POLYVINYL CHLORIDE SOLID WALL PIPE (SDR-35) 707.45

REINFORCED CONCRETE PIPE 706.02

GENERAL NOTES

STORM AND SANITARY CONDUITS/STRUCTURES

AND RELATED WORK

MAINTAINING TRAFFIC

SUBCONTRACTOR SUPERVISION

EXCAVATION AND EMBANKMENT

SAWCUT PAVEMENT JOINTS

WATER LINE CROSSING SEPARATION

PAVEMENT MARKINGS

UTILITIES

STREETS AND STORM SEWER

WATER AND SANITARY

TELEPHONE

CABLE

GASELECTRIC

GE

NE

RA

L N

OT

ES

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

ASPHALT PAVEMENT REPLACEMENT NOTE

ASPHALT

REVIEW OF DRAINAGE FACILITIES

CLEARING AND GRUBBING

MODIFICATIONS

RESTORATION

MISCELLANEOUS

GRAFFITI AND VANDALISM

OWNER COORDINATION NOTES

GENERAL NOTES FOR CIVIL WORK

ITEM 659 SEEDING AND MULCHING,

CLASS 1 (LAWN MIXTURE), AS PER PLAN

”

CURB NOTES

A.

TYPE 6 BARRIER CURB

GE

NE

RA

L N

OT

ES

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

NOTES

A.

SIDEWALK DETAIL

PLAN

NOTE: CONTRACTOR TO INSTALL FOUR (4) 4" DIA. UNDERDRAINS X 10'

LONG AT ALL 2-2B, 2-3, 2-4, 2-5, TYPE 1 AND 1A CATCH BASINS AND AT

ALL MANHOLES WITH GRATES INSTALLED IN PAVED AREAS.

PLAN

PLAN

PAVED AREAS

NON-PAVED AREAS

2-2B CATCH BASIN

2-2B CATCH BASIN

2-4 CATCH BASIN

2-3 CATCH BASIN

FOR PAVED AREAS - GRAVEL, ASPHALT OR CONCRETE PAVEMENTS

2-5 CATCH BASIN

PAVED AREAS

TRENCH DETAIL NOTES:

TRENCH DETAIL

GE

NE

RA

L D

ET

AIL

S

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

REPAIR OF EXISTING FIELD TILE OR STORM PIPE DETAIL

TYPICAL BOLLARD DETAIL

AA

BB

SECTION B-B

2-2B CATCH BASIN DETENTION OUTLET STRUCTURE

PLAN VIEW

A

SECTION A-A

A

BB

GE

NE

RA

L D

ET

AIL

S

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

PAVEMENT STRIPING NOTES:

NOTES:

DIM

EN

SIO

NIN

G A

ND

P

AV

EM

EN

T P

LA

N

HEAVY DUTY ASPHALT PAVEMENT

PAVEMENT REMOVAL AREA

CONCRETE SIDEWALK

STANDARD DUTY CONCRETE PAVEMENT

UT

IL

IT

Y P

LA

N

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

NOTES:

EXISTING UTILITY NOTES:

UNKNOWN EXISTING UNDERGROUND UTILITIES:

LOCATE EXISTING UTILITIES NOTE:

EXISTING "APPROXIMATE" AND/OR "PER PLANS" UNDERGROUND UTILITIES NOTE:

GR

AD

IN

G A

ND

E

RO

SIO

N C

ON

TR

OL

P

LA

N

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

NOTES:

PROJECT EARTH DISTURBED AREA = 2.48 ACRES

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

PA

VE

ME

NT

E

LE

VA

TIO

NS

P

LA

N

NOTES:

MIAMI COUNTY, OHIO

O

E

VICINITY MAP

PIQUA HIGH SCHOOL BUS PARKING ADDITION - SWPPP

607 N. MERIDIAN STREET PORTLAND, INDIANA 47371 260.766.2500

440 E. HOEWISHER ROAD SIDNEY, OHIO 45365 937.497.0200

www.CHOICEONEENGINEERING.com

203 W. LOVELAND AVENUE LOVELAND, OHIO 45140 513.239.8554

SWPPP NOTE:

CLEAN STORM SYSTEM NOTE:

INDEX OF SHEETS

EROSION CONTROL NOTES:

OFFSITE CONSTRUCTION ACTIVITIES:

BMP NOTES:

SWPPP AND INSPECTION AVAILABILITY AND UPDATES NOTE:

WASTE DISPOSAL NOTE:

CLEAN HARD FILL NOTE:

OPEN BURNING NOTE:

SWPPP AND INSPECTION REPORTS LOCATION:

PROJECT WORK CONSTRUCTION DATES:

SPILL REPORTING REQUIREMENTS:

SITE DATA:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N - S

WP

PP

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT NO:

FILE NAME

REVISIONS:

VEHICLE FULEING:

JUNE 11, 2019

DOCUMENTATION AND GOVERNMENT INSPECTION NOTE:

DEWATERING NOTE:

SOIL STOCKPILE NOTE:

FUELING AND STAGING NOTE:

MAINTENANCE NOTE:

LOG/DOCUMENTATION SHEETS:WATERS EDGE NOTE:

CITY OF PIQUA

PROJECT

AREA

C.R

. 25-A

LO

ON

EY

R

OA

D

SW

PP

P - E

RO

SIO

N C

ON

TR

OL

N

OT

ES

A

ND

D

ET

AIL

S

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

NON-SEDIMENT POLLUTION CONTROL

AREA REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS

TEMPORARY SEEDING SPECIES SELECTION

PERIMETER FILTER FABRIC FENCE

PLACEMENT AND CONSTRUCTION OF

STEP 3

DITCH CHECK FILTER FABRIC FENCE

STEP 1 STEP 2

ELEVATION VIEW

PLACEMENT AND CONSTRUCTION OF

PLAN VIEW

DUST CONTROL

AREA REQUIRING PERMANENT STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS

NOTE:

CONSTRUCTION ENTRANCE

IMPLEMENTATION SCHEDULE (EROSION CONSTRUCTION SEQUENCE)

ODOT ITEM 659 SEEDING AND MULCHING, CLASS 1 (LAWN MIXTURE),

AS PER PLAN

”

’ ’

’

’

PROCESS WASTEWATER/LEACHATE MANAGEMENT NOTE:

HANDLING OF TOXIC OR HAZARDOUS MATERIALS NOTE:

CONSTRUCTION CHEMICAL COMPOUNDS NOTE:

CONSTRUCTION & DEMOLITION DEBRIS NOTE:

CONTAMINATED SOILS NOTE:

CONSTRUCTION OF A FILTER BARRIER (SILT FENCE)

PERMANENT STABILIZATION

PERMANENT STABILIZATION

SPECIFICATIONS FOR TEMPORARY SEEDING

MULCHING TEMPORARY SEEDING

CONCRETE WASHOUT DETAIL

CONCRETE WASHOUT NOTE:

“ ”

SOILS EXPOSED NOTE:

SW

PP

P - E

RO

SIO

N C

ON

TR

OL

N

OT

ES

A

ND

D

ET

AIL

S

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

CURB INLET SEDIMENT FILTER

CURB INLET SEDIMENT FILTER NOTES

Ò

Ò

Ò

Ò

INLET PROTECTION IN SWALES, DITCH

LINES OR YARD INLETS

INLET PROTECTION FOR STORM STRUCTURES W/ GRATE

SW

PP

P - E

RO

SIO

N C

ON

TR

OL

N

OT

ES

A

ND

D

ET

AIL

S

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

SEDIMENT BASIN DETAIL

CROSS SECTION

SEDIMENT BASIN CALCULATIONS

SEDIMENT BASIN NOTES AND DETAILS

SEDIMENT BASIN CONVERT TO SITE DETENTION BASIN NOTE:

FOREBAY AND MICROPOOL DETAIL FOR DETENTION BASIN

TYPICAL MAINTENANCE ACTIVITIES FOR DETENTION BASINS:

FINAL DETENTION BASIN

SW

PP

P S

IT

E E

RO

SIO

N C

ON

TR

OL

P

LA

N

DRAWN BY

SHEET NUMBER

CHECKED BY

PROJECT No.

FILE NAME

DATE

REVISIONS:

PIQ

UA

H

IG

H S

CH

OO

L B

US

P

AR

KIN

G A

DD

IT

IO

N

CIT

Y O

F P

IQ

UA

ww

w.C

HO

ICEO

NEE

NG

INEE

RIN

G.c

om

SID

NEY

, O

HIO

937

.497

.020

0LO

VELA

ND

, O

HIO

51

3.23

9.85

54PO

RTLA

ND

, IN

DIA

NA

260

.766

.250

0

WATER QUALITY AND POST CONSTRUCTION STORM WATER

MANAGEMENT AND TREATMENT:

830

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