2026-4_WRTA-Bus_Annex_CONSTRUCTION_DOCUMENTS_4-7-26.pdf

PDF 25 MB Posted Apr 3, 2026

Attached to: Invitation To Bid for Annex Building Demolition and New Construction
Solicitation number: ITB 2026-4
Issued by: Mahoning County, Ohio

About this file

Written by GovTribe AI · May 18, 2026

This document comprises construction drawings and technical specifications for the Western Reserve Transit Authority (WRTA) in Youngstown, Ohio, prepared by Olsavsky Jaminet Architects for ITB 2026-4. The project entails the demolition of an existing 11,920-square-foot bus annex building and construction of a new 20,431-square-foot bus storage annex designed to accommodate battery electric buses with electric vehicle charging infrastructure, along with modifications to the existing 35,294-square-foot bus barn and wash facilities. The scope includes replacement of concrete aprons at both building ends, installation of new mechanical, electrical, plumbing, fire suppression, and alarm systems throughout, reuse and modification of existing utilities as required, addition of a metal panel facade to the existing bus barn, and repairs to the existing floor slab. The new annex is classified as Use Group S2 (storage) under the 2024 Ohio Building Code, with a maximum allowable height of 75 feet and area of 104,000 square feet; the actual structure is one story with a 30-foot height and 20,431-square-foot area. The construction documents include site demolition and grading plans, architectural elevations and floor plans showing window and door schedules with specific hardware and finish requirements, structural foundation and framing details, electrical riser diagrams and lighting plans with charger layout specifications, mechanical HVAC plans, plumbing floor plans with underground utility routing, fire protection system details, and wall section details indicating face brick with three color variations, spray-foam insulation, concrete masonry unit construction, metal coping, and EPDM roofing. A non-mandatory pre-bid meeting is scheduled for April 16, 2026, at 10:00 AM; questions must be submitted by April 27, 2026, with responses provided by May 1, 2026; and bids are due electronically through the OpenGov portal no later than May 12, 2026, at 10:00 AM, with contractor selection targeted for May 28, 2026.

The project is funded through the Federal Transit Administration and subject to Davis-Bacon prevailing wage requirements, with hourly labor rates ranging from $20.58 to $60.52 plus fringe benefits up to $38.435 per hour across skilled trade classifications. Bidders must provide a bid bond or cashier's check equal to 5 percent of the total bid amount and obtain performance and payment bonds equal to 100 percent of the contract value. The project includes a $350,000 contingency allowance and multiple alternate bid line items for overhead doors and various charging and distribution equipment installations. All bidders must submit completed forms including non-collusion declarations, Buy America certifications, and debarment compliance documentation, and must comply with disadvantaged business enterprise (DBE) participation requirements under 49 CFR Part 26. Contractors must furnish certificates of insurance naming WRTA as additional insured with minimum coverage of $1.0 million per occurrence and provide worker's compensation documentation. The contract is structured as a single-prime, all-trades project subject to FTA regulations, equal employment opportunity requirements, Executive Order 13706 paid sick leave provisions (one hour for every 30 hours worked, up to 56 hours annually), and federal civil rights and environmental safety standards. Construction shall occur while full transit operations continue at the existing facility, requiring coordination with utility companies for electric service extension, communication services cabling, and water and gas utility connections.

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Other files

File	Type	Posted
Invitation_To_Bid_for_Annex_Building_Demolition_and_New_Construction_(Addendum_#2_Revision).pdf	PDF	May 1, 2026
Invitation_To_Bid_for_Annex_Building_Demolition_and_New_Construction_(Addendum_#1_Revision).pdf	PDF	Apr 21, 2026
Invitation_To_Bid_for_Annex_Building_Demolition_and_New_Construction.pdf	PDF	Apr 7, 2026
2026-4_WRTA-Bus_Annex_PROJECT_MANUAL.pdf	PDF	Apr 3, 2026
2026-4_WRTA-Bus_Annex_CONSTRUCTION_DOCUMENTS_4-7-26.pdf	PDF	Apr 3, 2026
20260126_Building_Wage_Determination.pdf	PDF	Apr 3, 2026

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INDEX OF DRAWINGS

TITLE SHEETT1

CODE INFORMATION

VICINITY MAP

ARCHITECTURAL

TITLE

BUILDING ELEVATIONS A3

FLOOR PLAN

ROOF PLAN

WRTA BUS

604 MAHONING AVENUE, YOUNGSTOWN, OHIO 44502

ANNEX

BUILDING SECTIONSA4

SCHEDULESA6

2024 BUILDING CODE

USE GROUP S2, STORAGE

TYPE OF CONSTRUCTION - 2B

FIRE SUPPRESSION SYSTEM PROVIDE THROUGHOUT

ALLOWABLE HEIGHT - 4 STORY 75' HEIGHT MAX.

ALLOWABLE AREA - 104,000 SF

ACTUAL HEIGHT - 1 STORY 30 FT

ACTUAL AREA

EXIST. BUS BARN / WASH - 35,294 SF

EXIST. BUS ANNEX - 11,920 SF (DEMO)

NEW BUS ANNEX - 20,431 SF

OCCUPANT LOAD - 50 OCCUPANTS

ALLOWABLE EXIT TRAVEL DISTANCE - 400 FT.

ACTUAL EXIT TRAVEL DISTANCE - 150 FT. MAX.

FIRE RESISTANCE RATINGS OF STRUCTURAL

ELEMENTS, OBC TABLE 601

EXTERIOR BEARING WALLS - 0 HOUR

INTERIOR BEARING WALLS - 0 HOUR

INTERIOR NON-BEARING WALLS - 0 HOUR

STRUCT. BEAMS, COLUMNS, ETC. - 0 HOUR

ROOF CONSTRUCTION - 0 HOUR

CODE NOTE

THE NEW BUS ANNEX AND EXIST. BUS BARN / WASH

ARE TO BE CONSIDERED ONE BUILDING. NO FIRE

SEPARATION BETWEEN AREAS REQUIRED. ALL

AREAS ARE CLASSIFIED STORAGE S2 AND THE TOTAL

AREA IS UNDER THE ALLOWABLE SQUARE FOOTAGE.

STRUCTURAL NOTES

DEMOLITION PLANS

FOUNDATION PLAN

S1.0

S1.1

S1.5

S2.0

STRUCTURAL

INSPECTION REQS. / DESIGN LOADS

FOUNDATION DETAILSS2.1

FOUNDATION DETAILSS2.2

S3.0 MASONRY NOTES / DETAILS

FRAMING PLANS4.0

FRAMING DETAILSS4.1

PLUMBING

SYMBOLS / LEGENDS/ ABBREVIATIONSFP0

FIRE PROTECTION

LEGENDS / SYMBOLS / ABBREVIATIONS

SITE DETAILS - ELECTRICAL

RISER DIAGRAMS

E1.1

E2.0

E2.1

E3.0

E4.0

ELECTRICAL

SITE PLAN - ELECTRICAL

FLOOR PLAN - CHARGER LAYOUT

E4.1

CEILING PLAN - LIGHTING

RISER DIAGRAMS

DETAILSA7

WALL SECTIONSA5

BUS BARN / WASH FLOOR PLANA8

BUS BARN / WASH ELEVATIONSA10

E1.0 SITE PLAN - ELECTRICAL

E1.2

FLOOR PLAN - ELECTRICAL

LEGENDS / SYMBOLS / ABBREVIATIONSM0

MECHANICAL

P1 SPECIFICATIONS

SCOPE OF WORK

DEMOLISH THE EXISTING BUILDING AND CONSTRUCT A

NEW BUS ANNEX TO ACCOMMODATE AND CHARGE

ELECTRIC BUSES. SITE WORK WILL BE LIMITED TO

REPLACING THE CONCRETE APRONS AT BOTH ENDS OF

THE BUILDING TO ALLOW FOR GRADING AND UTILITY

MODIFICATIONS. THE PROJECT WILL INCLUDE THE

INSTALLATION OF NEW MECHANICAL, ELECTRICAL,

PLUMBING, FIRE SUPPRESSION, AND ALARM SYSTEMS.

THE EXISTING UTILITIES WILL BE REUSED AND MODIFIED

AS REQUIRED. RENOVATIONS TO THE EXISTING BUS

BARN AND WASH AREA WILL INCLUDE A NEW METAL

PANEL FACADE AND REPAIRS TO THE EXISTING FLOOR

SLAB. THE CURRENT FIRE SUPPRESSION SYSTEM WILL

BE REMOVED AND REPLACED WITH NEW.

KEY PLAN

1" = 100'-0" N

APRIL 7, 2026

CONSTRUCTION DOCUMENTS

WRTA - BUS ANNEX

BUS BARN & WASH

ADMINISTRATION

BUILDING

CLEARVIEW

BUILDING

BUS ANNEX

MAHONING AVENUE

MAHONING RIVER

CIVIL

SITE DEMOLITION PLAN

SITE PLAN

SURVEY

EC1 EXISTING CONDITIONS SURVEY

EC2 EXISTING CONDITIONS SURVEY

BUS BARN / WASH ROOF PLANA9

C2 SITE NOTES / DETAILS

53-061-0-032.00-0

E5.0 PANELS / SCHEDULES / LEGENDS

INVITATION TO BID #2026-4 ARCHITECT PROJECT #24-038

TECHNOLOGY

T1.0 FLOOR PLAN - TECHNOLOGY

P2 DETAILS

P3 FLOOR PLAN - UNDERGOUND

P4 FLOOR PLAN - PLUMBING

PD1 DEMOLITION PLAN - PLUMBING

SPECIFICATIONSFP1

FP2

FP3

FP4

ANNEX - FIRE PROTECTION

BUS BARN - FIRE PROTECTION

BUS WASH - FIRE PROTECTION

SPECIFICATIONSM1

FLOOR PLAN - HVACM2

SCHEDULES / DETAILSM3

FOUNDATION DETAILSS2.3

WVWV

WV WV

5 8" IP

'Howells/Baird'

0.10' N

Tod Ave. 60' R/W

251.60' S 88°38'52" W

9.7

1' S

°2

2'1 8"

City Lot 61823 & 63137 Consolidation Plat Vol. 141, Pg. 37

63146

5 8" IP

'Howells/Baird'

30.00'

35.00'

R/W

Inaccessable Under Dock Roof

5 8" IP

'Howells/Baird'

0.13' N 0.27' E

96.83' S 88°13'20" W

0.4

3' N

°2

2'1 8"

Brier Hill Consolidation & Replat 2 Vol. 141, Pg. 314

35.00'

°0 9'1

2" E

.16

E W A

GVWV

GVGV

GVWV

.06

°2

1'3 5"

N 88°38'29" E 92.50'

N 88°38'30" E 57.58'

°3 0'0

5" W

.02

58" IP

'Howells/Baird'

N 88°47'04" E 112.53'

N 88°08'32" E 152.58'

S 83°50'09" E 142.22'

S 01°30'05" E 5.00'N 01°30'05" W

5.00'

S 88°38'52" W 85.00'

°0 9'0

3" W

.75

N 42°28'12" W 46.12'

N 88°08'32" E 52.68'

2.62' N 01°22'41" W

S 88°38'52" W 20.00'

S 42°28'12" E

35.00'

N 46 °20

'51 " E

61.

89'

N 77°09'48" E

28.15'

5 8" IP

0.51' N 0.12' E

Mahoning Ave. (R/W Varies)

W A

Ex ist ing Co nd itio ns

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C T:

Revisions

DATE:

PROJECT NO:

SHEET NO:

CAD FILE:

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AutoCAD SHX Text Storm Inlet Top 839.78 Bottom 836.48

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AutoCAD SHX Text Storm Inlet Top 841.02 Inv. 838.97, 6" NE Bottom 838.31 (Filled w/Water)

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AutoCAD SHX Text 66.8'

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AutoCAD SHX Text 87.6'

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AutoCAD SHX Text 49.9'

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AutoCAD SHX Text Vacated Tod Ave. City Ord. 22-144

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AutoCAD SHX Text 12" CIP Waterline

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AutoCAD SHX Text Replat of Y.C.L. 1774 Vol. 120, Pg. 239

AutoCAD SHX Text Plat Vol. 5, Pg. 57

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AutoCAD SHX Text Wall

AutoCAD SHX Text Garage Door

AutoCAD SHX Text San/Storm Manhole Top 845.95 Inv. 838.57, 12" N Inv. 837.75, 12" S Inv. 834.83, E Inv. 834.79, W Depth 11.12

AutoCAD SHX Text Storm Inlet Grate@Gutter 845.21 Inv. 841.49

AutoCAD SHX Text Storm Inlet Grate@Gutter 844.96 Inv. 841.75 12" SE

AutoCAD SHX Text San/Storm Manhole Top 843.43 Inv. 835.85, 12" S Inv. 833.09, 12" N Inv. 832.33, E Inv. 832.33, W Depth 11.1

AutoCAD SHX Text Storm Inlet Grate@Gutter 842.52 Inv. 840.32

AutoCAD SHX Text Storm Inlet Top 842.01 Inv. 841.20, 6" S Inv. 839.41, 18" W

AutoCAD SHX Text Storm Inlet Top 842.53 Inv. 839.95, 6" S Inv. 837.45, 18" E Inv. 836.91, 18" W

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AutoCAD SHX Text Storm Inlet Top 842.89 Inv. 836.59, 18" E Inv. 836.51, 18" W

AutoCAD SHX Text Storm Inlet Top 843.90 Inv. 836.32, 18" E Inv. 835.28, 18" W

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AutoCAD SHX Text Storm Inlet Top@Lid 841.78 Inv. 836.93, 18" N

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AutoCAD SHX Text Storm Inlet Grate@Gutter 842.84 Inv. 839.08, 12" S

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18" CMP

AutoCAD SHX Text Gas Shut Off Valve

AutoCAD SHX Text 6" Drain Top 842.46

AutoCAD SHX Text Drop Curb

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AutoCAD SHX Text Concrete R.R. Bridge

AutoCAD SHX Text D.S.

AutoCAD SHX Text 56.3'

AutoCAD SHX Text Garage Door

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AutoCAD SHX Text Loading Dock

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AutoCAD SHX Text OUPS Ticket Numbers: A505701433-00A A505701614-00A A505701630-00A

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- Ex. Traffic Sign

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AutoCAD SHX Text CONTROL POINTS NORTHING EASTING ELEVATION EASTING ELEVATION 1. MAG Nail Set 528436.33 2475391.38 840.46 528436.33 2475391.38 840.46 2475391.38 840.46 2. MAG Nail Set 528599.58 2475405.01 840.76 528599.58 2475405.01 840.76 2475405.01 840.76 5. MAG Nail Set 528594.89 2475071.13 840.71 528594.89 2475071.13 840.71 2475071.13 840.71 6. MAG Nail Set 528538.51 2475662.43 839.65 528538.51 2475662.43 839.65 2475662.43 839.65

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AutoCAD SHX Text BENCHMARKS NORTHING EASTING ELEVATION EASTING ELEVATION 1. N. Flange Bolt 528605.06 2475459.67 842.01 528605.06 2475459.67 842.01 2475459.67 842.01 on Hydrant, N. Property Line 2. MAG Nail Set 528447.86 2475229.45 841.65 528447.86 2475229.45 841.65 2475229.45 841.65 West Side of Middle Building

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- Railroad Spike Found

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- Ex. Curb Stop

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AutoCAD SHX Text Notes: 1. Meridian is referenced to Ohio State Plane Coordinate System, North Meridian is referenced to Ohio State Plane Coordinate System, North Zone, NAD 83, Per GPS observations in March 2025. 2. Vertical Datum is based on NAVD88 per GPS observations. Vertical Datum is based on NAVD88 per GPS observations. 3. Boundary and Topographic information shown hereon has been obtained Boundary and Topographic information shown hereon has been obtained from ground surveys and field work completed during the month of March 2025. 4. Unless specifically noted hereon, storm and sanitary sewer information Unless specifically noted hereon, storm and sanitary sewer information (including pipe invert, pipe material, and pipe size) was observed and measured at field located structures (manholes/catch basins, etc.) Conditions can vary from those encountered at the times and locations where data is obtained. Despite meeting the required standard of care, the surveyor cannot, and does not warrant that pipe material and/or pipe size throughout the pipe run are the same as those observed at each structure, or that the pipe run is straight between the located structures. 5. Additional utility (water, gas, electric, etc.) data may be shown from field Additional utility (water, gas, electric, etc.) data may be shown from field located surface markings (by others), existing structures, and/or from existing drawings. 6. Unless specifically noted hereon, the surveyor has not excavated to Unless specifically noted hereon, the surveyor has not excavated to physically locate the underground utilities. The surveyor makes no guarantees that the shown underground utilities are either in service, abandoned or suitable for use, nor are in the exact location or configuration indicated hereon. 7. Prior to any design or construction, the proper utility agencies must be Prior to any design or construction, the proper utility agencies must be contacted for verification of utility type and for field locations.

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NORTH

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WVWV

Mahoning Ave. (R/W Varies)

Y.C.L.

63146

9.826 Ac.

5 8" IP

'Howells/Baird'

5 8" IP

'Howells/Baird'

5 8" IP

'Howells/Baird'

0.17' S

0.23' S

S 61°07'05" E42.09'

S 58°30'07" E40.41' S 52°18'08" E

61.42'

S 67°06'22" E

134.19'

S 77°00'11" E

°2 1'3

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6.00' S 01°21'22" E

55.95'

S 62°30'12" E

26.27'

S 58°48'39" E33.96'

S 88°38'29" W 344.00'

183.98'

S 48°33'41" E

N 25°51'47" E 6.79'

S 47°39'09" E 24.08'

S 44°23'11" E

34.79' S 48°31'03" W

4.69'

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S 88°38'05" W 659.10'

S 81°31'23" E 169.41'

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4-25-25 Addition Interior Building

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AutoCAD SHX Text 41.1'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 45.3'

AutoCAD SHX Text Finish Floor @ Man Door Elev. 841.44

AutoCAD SHX Text Concrete

AutoCAD SHX Text

8" CPP

AutoCAD SHX Text 12" Conc.

AutoCAD SHX Text S

AutoCAD SHX Text Sanitary Manhole Top 840.52 Inv. 835.28, 8" NW Inv. 833.48, 10" NE Inv. 832.78, 12" S

AutoCAD SHX Text D

AutoCAD SHX Text Concrete

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Storm Inlet Top 838.92 Inv. 837.28, 10" S

AutoCAD SHX Text Storm Inlet Top 838.81 Inv. 837.25, 10" N Inv. 837.21, 8" SW Inv. 837.15, 8" SW

AutoCAD SHX Text

2 ~ 8" CPP

AutoCAD SHX Text

10" CPP

AutoCAD SHX Text Fuel Tank

AutoCAD SHX Text Canopy over Fuel Pumps

AutoCAD SHX Text 155.5'

AutoCAD SHX Text 107.6'

AutoCAD SHX Text 85.9'

AutoCAD SHX Text 32.0'

AutoCAD SHX Text 28.6'

AutoCAD SHX Text 51.7'

AutoCAD SHX Text 26.7'

AutoCAD SHX Text 26.5'

AutoCAD SHX Text 38.5'

AutoCAD SHX Text 30.3'

AutoCAD SHX Text 13.0'

AutoCAD SHX Text 75.3'

AutoCAD SHX Text 154.4'

AutoCAD SHX Text 61.9'

AutoCAD SHX Text 85.6'

AutoCAD SHX Text 138.8'

AutoCAD SHX Text D

AutoCAD SHX Text Brick

AutoCAD SHX Text CSX Transportation, Inc. (Formerly B & O Railroad) PPN: H0967

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete

AutoCAD SHX Text Generator Controls

AutoCAD SHX Text Charging Station

AutoCAD SHX Text Underground Oil Separator Tank

AutoCAD SHX Text Storm Inlet Grate@Gutter 839.69 Inv. 835.31, 12" S

AutoCAD SHX Text San/Storm Manhole Top 840.57 Inv. 832.75, 12" N Inv. 829.47, W Inv. 829.41, E Depth 11.16

AutoCAD SHX Text S

AutoCAD SHX Text Storm Inlet Top 839.48 Inv. 835.58, 12" N Inv. 836.98, 4" S Inv. 835.38, 12" S

AutoCAD SHX Text Storm Inlet Top 839.28 Inv. 834.61, 12" S Inv. 834.56, 12" N Inv. 834.46, 12" W

AutoCAD SHX Text 12" Conc.

AutoCAD SHX Text 10" Sanitary

AutoCAD SHX Text Wall

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text Storm Inlet Top 838.96 Inv. 835.72, 12" E

AutoCAD SHX Text

12" CPP

AutoCAD SHX Text Storm Inlet Top 839.34 Inv. 834.04, 12" W Inv. 833.94, 12" N Inv. 833.89, 12" S

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text Storm Inlet Top 839.35 Inv. 835.32, 12" N Inv. 835.30, 12" S

AutoCAD SHX Text Storm Inlet Top 839.43 Inv. 835.67, 12" N Inv. 835.56, 12" S

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text 12" Conc.

AutoCAD SHX Text

6" CPP

AutoCAD SHX Text Storm Inlet Top 839.26 Inv. 836.66, 6" W Inv. 835.80, 12" S

AutoCAD SHX Text 12"

AutoCAD SHX Text Storm Inlet Grate@Gutter 838.36 Inv. 835.31, 12" S

AutoCAD SHX Text San/Storm Manhole Top 839.86 Inv. 826.82, 24" W Inv. 826.94, 24" E Depth 12.96'

AutoCAD SHX Text San/Storm Manhole Top 839.46 Inv. 827.32 24" W Inv. 827.16, 24" E Depth 12.3'

AutoCAD SHX Text Storm Inlet Grate@Gutter 838.54 Inv. 836.16, 8" NE LT Inv. 835.49, 8" NE RT Inv. 835.61, 12" S

AutoCAD SHX Text Storm Inlet Top 839.18 Bottom 833.38 (Filled w/Water)

AutoCAD SHX Text Storm Inlet Top@Lid 839.12 Bottom 834.17

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Ramp

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Gate

AutoCAD SHX Text Garage Doors

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Garage Doors

AutoCAD SHX Text Bike Lane

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Wall

AutoCAD SHX Text Gravel

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Storm Inlet Top 840.64 Inv. 834.64, 6" W Inv. 834.44, 12" N Inv. 834.39, 12" S

AutoCAD SHX Text

BENCHMARK 1

AutoCAD SHX Text Control Point 6

AutoCAD SHX Text 12" CIP Waterline

AutoCAD SHX Text Control Point 2

AutoCAD SHX Text Storm Manhole Top 838.82 Inv. 835.52, 12" N Inv. 836.42, 10" W

AutoCAD SHX Text Storm Inlet Top@Lid 839.32 Bottom 834.27 (Inlet Caved-in)

AutoCAD SHX Text Storm Inlet Top@Lid 839.49 Bottom 833.99 (Inlet Caved-in)

AutoCAD SHX Text Storm Inlet Grate@Gutter 838.45 Inv. 835.35, 12" N

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Handicap Ramp & Slip Matt

AutoCAD SHX Text 12" Conc.

AutoCAD SHX Text E.V.

AutoCAD SHX Text E.V. Charging Station

AutoCAD SHX Text E.V.

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text Brick

AutoCAD SHX Text Vault

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text Storm Inlet Top 839.10 Inv. 834.70, 12" N

AutoCAD SHX Text

2 HC

AutoCAD SHX Text

3 HC

AutoCAD SHX Text

AutoCAD SHX Text Storm Inlet Top 841.06 Inv. 835.71, 18" E

AutoCAD SHX Text Storm Inlet Top 839.17 Inv. 837.41, 12" E

AutoCAD SHX Text Storm Inlet Top 840.60 Inv. 837.24, 8" NW Inv. 833.92, 12" N Inv. 833.72, 12" SE Inv. 833.74, 12" SW

AutoCAD SHX Text Sanitary Manhole Top 840.27 Inv. 832.65, 10" N Inv. 832.63, 10" S

AutoCAD SHX Text Storm Inlet Top 840.43 Inv. 834.03, 12" W Inv. 833.87, 12" N Inv. 833.83, 12" S

AutoCAD SHX Text Storm Inlet Top 840.41 Inv. 838.53, 6" N Inv. 835.21, 8" W Inv. 835.13, 12" E

AutoCAD SHX Text Ingress/Egress

AutoCAD SHX Text Drop Curb

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Conc. Approach

AutoCAD SHX Text Ingress/Egress

AutoCAD SHX Text Drop Curb

AutoCAD SHX Text Ingress/Egress

AutoCAD SHX Text Drop Curb

AutoCAD SHX Text Conc. Approach

AutoCAD SHX Text Gate

AutoCAD SHX Text Man

AutoCAD SHX Text Gate

AutoCAD SHX Text Man Door

AutoCAD SHX Text Storm Inlet Top 839.36 Unable to Open

AutoCAD SHX Text Man Door

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text Unknown Pipe w/ Shut Off

AutoCAD SHX Text Concrete R.R. Bridge

AutoCAD SHX Text Control Point 1

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text Sanitary Manhole Top 840.47 Inv. 833.19, 10" E Inv. 833.11, 8" W Inv. 832.95, 10" S

AutoCAD SHX Text Underground Oil Separator Tank

AutoCAD SHX Text Man Door

AutoCAD SHX Text D.S.

AutoCAD SHX Text Finish Floor Elev. 839.85

AutoCAD SHX Text D

AutoCAD SHX Text Finish Floor Elev. 839.83

AutoCAD SHX Text Finish Floor Elev. 839.86

AutoCAD SHX Text Finish Floor Elev. 839.82

AutoCAD SHX Text Finish Floor Elev. 839.85

AutoCAD SHX Text 840.69

AutoCAD SHX Text 840.59

AutoCAD SHX Text 840.57

AutoCAD SHX Text Storm Inlet Top 840.18 Inv. 832.71, 18" N Inv. 832.68, 18" S

AutoCAD SHX Text San./Storm Manhole Top 840.86 Inv. 832.46, 12" N Inv. 831.92, 24" NW Inv. 831.90, 24" S

AutoCAD SHX Text Storm Manhole Top 840.51 Inv. 832.55, 18" N Bottom 830.21

AutoCAD SHX Text *1

AutoCAD SHX Text *2

AutoCAD SHX Text *3

AutoCAD SHX Text Finish Floor Elev. 840.65

AutoCAD SHX Text Finish Floor Elev. 840.66

AutoCAD SHX Text Finish Floor Elev. 840.62

AutoCAD SHX Text Finish Floor Elev. 840.69

AutoCAD SHX Text 840.40

AutoCAD SHX Text 'x' on Conc.

AutoCAD SHX Text 840.65

AutoCAD SHX Text Sealed Shut Elev. 840.72

AutoCAD SHX Text Filled w/ dirt Elev. 840.30

AutoCAD SHX Text Filled w/ dirt Elev. 840.33

AutoCAD SHX Text Filled w/ water Elev. 840.30

AutoCAD SHX Text Filled w/ dirt Elev. 840.16

AutoCAD SHX Text 840.60

AutoCAD SHX Text 840.73

AutoCAD SHX Text 840.53

AutoCAD SHX Text 840.63

AutoCAD SHX Text 840.70

AutoCAD SHX Text 840.08

AutoCAD SHX Text 840.11

AutoCAD SHX Text 840.27

AutoCAD SHX Text 840.60

AutoCAD SHX Text 839.98

AutoCAD SHX Text 839.77

AutoCAD SHX Text Man Door

AutoCAD SHX Text *1

AutoCAD SHX Text *2

AutoCAD SHX Text *3

AutoCAD SHX Text 839.44

AutoCAD SHX Text 'x' on Conc.

AutoCAD SHX Text 839.17

AutoCAD SHX Text 839.69

AutoCAD SHX Text 839.76

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text R/W

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text OUPS Ticket Numbers: A505701433-00A A505701614-00A A505701630-00A

AutoCAD SHX Text

- Ex. Electric Box

AutoCAD SHX Text

- Ex. Gas Meter

AutoCAD SHX Text

- Ex. Traffic Sign

AutoCAD SHX Text

- Ex. Gas Valve

AutoCAD SHX Text

- Centerline

AutoCAD SHX Text

- Ex. Gas Line

AutoCAD SHX Text

- Ex. Overhead Electric

AutoCAD SHX Text

- Ex. Waterline

AutoCAD SHX Text

- Right-of-Way

AutoCAD SHX Text

- Monument Found, Size

AutoCAD SHX Text & Type as indicated

AutoCAD SHX Text

- Ex. Sanitary Sewer Line

AutoCAD SHX Text

- Ex. Storm Sewer Line

AutoCAD SHX Text

- Ex. Storm Inlet

AutoCAD SHX Text

- Ex. Storm Manhole

AutoCAD SHX Text

- Ex. Sanitary Manhole

AutoCAD SHX Text

- Ex. Water Hydrant

AutoCAD SHX Text

- Ex. Water Valve

AutoCAD SHX Text

- Ex. Light Pole

AutoCAD SHX Text

- Ex. Power Pole

AutoCAD SHX Text

- Mag. Nail Found

AutoCAD SHX Text

- Control Point Found/Set

AutoCAD SHX Text

- Ex. Underground Electric

AutoCAD SHX Text

- Ex. Underground AT&T

AutoCAD SHX Text

- Ex. Electric Meter

AutoCAD SHX Text

- Ex. Time Warner Box

AutoCAD SHX Text

- Ex. AT&T Box

AutoCAD SHX Text

- Ex. Valve

AutoCAD SHX Text

- Ex. Bollard

AutoCAD SHX Text

- Ex. Sign on Bollard

AutoCAD SHX Text

- Ex. Test Valve

AutoCAD SHX Text

- Ex. 18" Dia. Manhole

AutoCAD SHX Text

- Ex. 40" Dia. Manhole

AutoCAD SHX Text

- Ex. Manhole (Utility Unknown)

AutoCAD SHX Text

- Ex. Chain Link Fence

AutoCAD SHX Text

- Ex. Water/Fire Sprinkler

AutoCAD SHX Text

- Ex. Solar Powered Transmitter

AutoCAD SHX Text

- Ex. Steel Post

AutoCAD SHX Text

- Ex. Traffic Light Pole

AutoCAD SHX Text

- Ex. AT&T Manhole

AutoCAD SHX Text

- Railroad Spike Found

AutoCAD SHX Text

- Ex. Curb Stop

AutoCAD SHX Text

- Downspout

AutoCAD SHX Text D.S.

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

CLIPSE

AutoCAD SHX Text

DANIEL

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

WV WV

WVWV

97.9'

5.2'

1.6'

11.4'

184.00'

32.0'

51.7'

38.5'

13.0'

75.3'

61.9'

138.8'

Mahoning Ave. (R/W Varies)

Y.C.L.

63146

9.826 Ac.

61.42'

S 67°06'22" E

134.19'

S 77°00'11" E

°2 1'3

3" E

.00

84.00' N 88°38'31" E

6.00' S 01°21'22" E

55.95'

S 62°30'12" E

12" CIP Waterline

5.00' N 01°21'49" W

S 88°38'05" W 659.10'

S 81°31'23" E 169.41'

E E

5 8" IP

0.14' E

G G

SAN

E G

G G

SITE DEMOLITION PLAN

1" = 20'-0" C1

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text Finish Floor @ Man Door Elev. 841.44

AutoCAD SHX Text Existing Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text S

AutoCAD SHX Text Fuel Tank

AutoCAD SHX Text Canopy over Fuel Pumps

AutoCAD SHX Text 26.7'

AutoCAD SHX Text D

AutoCAD SHX Text Brick

AutoCAD SHX Text Charging Station

AutoCAD SHX Text Underground Oil Separator Tank

AutoCAD SHX Text S

AutoCAD SHX Text Remove Wall

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Ramp

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Gate to Remain

AutoCAD SHX Text Gate

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Bike Lane

AutoCAD SHX Text Remove Asphalt

AutoCAD SHX Text

BENCHMARK 1

AutoCAD SHX Text Control Point 6

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Handicap Ramp & Slip Matt

AutoCAD SHX Text E.V. Charging Station

AutoCAD SHX Text Vault

AutoCAD SHX Text Ingress/Egress

AutoCAD SHX Text Drop Curb

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Conc. Approach

AutoCAD SHX Text Ingress/Egress

AutoCAD SHX Text Drop Curb

AutoCAD SHX Text Conc. Approach

AutoCAD SHX Text Man Door Elev. 839.77

AutoCAD SHX Text Man Door

AutoCAD SHX Text Unknown Pipe w/ Shut Off

AutoCAD SHX Text Concrete R.R. Bridge

AutoCAD SHX Text Control Point 1

AutoCAD SHX Text Underground Oil Separator Tank

AutoCAD SHX Text Man Door

AutoCAD SHX Text D.S.

AutoCAD SHX Text Remove Brick

AutoCAD SHX Text Remove Bumpers

AutoCAD SHX Text Remove Storm Inlet

AutoCAD SHX Text Remove Light Post & Base

AutoCAD SHX Text Remove Conc. Pave.

AutoCAD SHX Text Remove Bollard & Signs

AutoCAD SHX Text Exist. Bus Barn & Bus Wash Bldgs. to Remain 35,294 SF

AutoCAD SHX Text Remove Bollards

AutoCAD SHX Text Remove Gas Line and Cap. See Plumb. Dwgs.

AutoCAD SHX Text Remove Concrete Pavement This Area As Required

AutoCAD SHX Text Control Point 2

AutoCAD SHX Text Remove Fence This Area

AutoCAD SHX Text Remove Existing Annex Bldg. (11,902 SF) Refer to Struct. Dwgs.

AutoCAD SHX Text Control Point 2

AutoCAD SHX Text Remove FDC

AutoCAD SHX Text Remove Water Line & Cap

AutoCAD SHX Text Note: Remove Exist. Conc. & Brick Sidewalk as Req. (Salvage Brick)

AutoCAD SHX Text Finish Floor Elev. 839.85

AutoCAD SHX Text Finish Floor Elev. 839.83

AutoCAD SHX Text Finish Floor Elev. 839.86

AutoCAD SHX Text Finish Floor Elev. 839.82

AutoCAD SHX Text Finish Floor Elev. 839.85

AutoCAD SHX Text Remove All Existing Manholes, Catch Basins & Pipe Within Building

AutoCAD SHX Text Remove 12"CCP & Cap

AutoCAD SHX Text Remove Fence

AutoCAD SHX Text Remove Gas Regulator & Cap Line. Refer to Plumb. Dwgs.

AutoCAD SHX Text Remove Valve

AutoCAD SHX Text Existing Concrete

AutoCAD SHX Text Exist. Light Post

AutoCAD SHX Text Exist. Admin. Bldg. to Remain

AutoCAD SHX Text Gate

AutoCAD SHX Text

OLSAVSKY JAMINET ARCHITECTS

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

ISSUED

AutoCAD SHX Text

REVISION

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text

TRACIE A.

AutoCAD SHX Text 1215694

AutoCAD SHX Text

KAGLIC

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text 24-038

AutoCAD SHX Text

114 EAST FRONT STREET

AutoCAD SHX Text

YOUNGSTOWN, OHIO

AutoCAD SHX Text

(330) 744-8981

AutoCAD SHX Text THE INFORMATION CONTAINED ON THIS DRAWING WAS ORIGINATED BY AND IS THE EXCLUSIVE PROPERTY OF OLSAVSKY JAMINET ARCHITECTS. IT IS PROVIDED IN CONFIDENCE WITH THE UNDERSTANDING THAT IT SHALL NOT BE DUPLICATED OR USED FOR CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM OLSAVSKY JAMINET ARCHITECTS.

AutoCAD SHX Text 4/7/26

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

WRTA - BUS ANNEX

AutoCAD SHX Text

604 MAHONING AVENUE

AutoCAD SHX Text

YOUNGSTOWN, OHIO 44502

GENERAL NOTE: ALL ITEMS NOT LABELED AS NEW ARE TO BE CONSIDERED EXISTING TO REMAIN U.N.O.

WV WV

WVWV

97.9'

5.2'

1.6'

11.4'

12" CONC.

" C O

184.00'

32.0'

51.7'

38.5'

13.0'

75.3'

Mahoning Ave. (R/W Varies)

Y.C.L.

63146

9.826 Ac.

" C

O N

10" SAN

" C

12" CPP

" P

12" PVC

12" CONC.

6" CPP

12"

61.42'

S 67°06'22" E

134.19'

S 77°00'11" E

°2 1'3

3" E

.00

84.00' N 88°38'31" E

6.00' S 01°21'22" E

55.95'

S 62°30'12" E

12" CIP Waterline

" P

6" P

5.00' N 01°21'49" W

S 88°38'05" W 659.10'

S 81°31'23" E 169.41'

E E

18" C

5 8" IP

0.14' E

18" CPP

" C

O N

12" CONC.

EEL 839.69

SLOPE

EL 840.73

EL 840.60

G G

SAN

EL 839.77

18" CPP

G G

12 11

F F

W W

G G

FF 840.66

FF 839.77

NEW CB

RIM 839.51

INV 838.01 (6")

NEW CB

RIM 839.99

INV 836.97 (6")

NEW CB

RIM 840.47

INV 835.93 (6")

NEW CB

RIM 840.47

INV 835.93 (6")

NEW CB

RIM 839.99

INV 836.97 (6")

NEW CB

RIM 839.51

INV 838.01 (6")

SITE PLAN

1" = 20'-0" C2N

CONC PAVEMENT DETAIL

1-1/2" = 1'-0"

EQUIPMENT PAD DETAIL

1-1/2" = 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text Finish Floor @ Man Door Elev. 841.44

AutoCAD SHX Text Existing Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text

8" CPP

AutoCAD SHX Text S

AutoCAD SHX Text Sanitary Manhole Top 840.52 Inv. 835.28, 8" NW Inv. 833.48, 10" NE Inv. 832.78, 12" S

AutoCAD SHX Text Fuel Tank

AutoCAD SHX Text Canopy over Fuel Pumps

AutoCAD SHX Text 26.7'

AutoCAD SHX Text D

AutoCAD SHX Text Brick

AutoCAD SHX Text Charging Station

AutoCAD SHX Text Underground Oil Separator Tank

AutoCAD SHX Text Storm Inlet Grate@Gutter 839.69 Inv. 835.31, 12" S

AutoCAD SHX Text S

AutoCAD SHX Text Storm Inlet Top 839.48 Inv. 835.58, 12" N Inv. 836.98, 4" S Inv. 835.38, 12" S

AutoCAD SHX Text Storm Inlet Top 839.28 Inv. 834.61, 12" S Inv. 834.56, 12" N Inv. 834.46, 12" W

AutoCAD SHX Text Storm Inlet Top 839.34 Inv. 834.04, 12" W Inv. 833.94, 12" N Inv. 833.89, 12" S

AutoCAD SHX Text Storm Inlet Top 839.35 Inv. 835.32, 12" N Inv. 835.30, 12" S

AutoCAD SHX Text Storm Inlet Top 839.26 Inv. 836.66, 6" W Inv. 835.80, 12" S

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Ramp

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Gate to Remain

AutoCAD SHX Text Gate

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Bike Lane

AutoCAD SHX Text Storm Inlet Top 840.64 Inv. 834.64, 6" W Inv. 834.44, 12" N Inv. 834.39, 12" S

AutoCAD SHX Text

BENCHMARK 1

AutoCAD SHX Text Control Point 6

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Handicap Ramp & Slip Matt

AutoCAD SHX Text E.V. Charging Station

AutoCAD SHX Text Vault

AutoCAD SHX Text Storm Inlet Top 839.10 Inv. 834.70, 12" N

AutoCAD SHX Text

AutoCAD SHX Text Storm Inlet Top 841.06 Inv. 835.71, 18" E

AutoCAD SHX Text Storm Inlet Top 839.17 Inv. 837.41, 12" E

AutoCAD SHX Text Storm Inlet Top 840.60 Inv. 837.24, 8" NW Inv. 833.92, 12" N Inv. 833.72, 12" SE Inv. 833.74, 12" SW

AutoCAD SHX Text Sanitary Manhole Top 840.27 Inv. 832.65, 10" N Inv. 832.63, 10" S

AutoCAD SHX Text Storm Inlet Top 840.43 Inv. 834.03, 12" W Inv. 833.87, 12" N Inv. 833.83, 12" S

AutoCAD SHX Text Storm Inlet Top 840.41 Inv. 838.53, 6" N Inv. 835.21, 8" W Inv. 835.13, 12" E

AutoCAD SHX Text Ingress/Egress

AutoCAD SHX Text Drop Curb

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Conc. Approach

AutoCAD SHX Text Ingress/Egress

AutoCAD SHX Text Drop Curb

AutoCAD SHX Text Conc. Approach

AutoCAD SHX Text Man Door Elev. 839.77

AutoCAD SHX Text Man Door

AutoCAD SHX Text Storm Inlet Top 839.36 Unable to Open

AutoCAD SHX Text Man Door

AutoCAD SHX Text Unknown Pipe w/ Shut Off

AutoCAD SHX Text Concrete R.R. Bridge

AutoCAD SHX Text Control Point 1

AutoCAD SHX Text Sanitary Manhole Top 840.47 Inv. 833.19, 10" E Inv. 833.11, 8" W Inv. 832.95, 10" S

AutoCAD SHX Text Underground Oil Separator Tank

AutoCAD SHX Text Man Door

AutoCAD SHX Text D.S.

AutoCAD SHX Text Exist. Bus Barn & Bus Wash Bldgs. to Remain 35,294 SF

AutoCAD SHX Text Control Point 2

AutoCAD SHX Text Storm Manhole Top 840.51 Inv. 832.55, 18" N Bottom 830.21

AutoCAD SHX Text Storm Inlet Top 840.18 Inv. 832.71, 18" N Inv. 832.68, 18" S

AutoCAD SHX Text Control Point 2

AutoCAD SHX Text 237.33'

AutoCAD SHX Text New Annex Bldg. 20,431 SF

AutoCAD SHX Text San./Storm Manhole Top 840.86 Inv. 832.46, 12" N Inv. 831.92, 24" NW Inv. 831.90, 24" S

AutoCAD SHX Text Finish Floor Elev. 839.85

AutoCAD SHX Text Finish Floor Elev. 839.83

AutoCAD SHX Text Finish Floor Elev. 839.86

AutoCAD SHX Text Finish Floor Elev. 839.82

AutoCAD SHX Text Finish Floor Elev. 839.85

AutoCAD SHX Text Storm Inlet Top 839.43 Inv. 835.67, 12" N Inv. 835.56, 12" S

AutoCAD SHX Text See Plumb. Dwgs. for Continuation of Fire Line

AutoCAD SHX Text See Plumb. Dwgs. for Continuation of Gas Line

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SURFACE

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SECTION

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BASE

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HEAVY-DUTY

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STANDARD-DUTY

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PAVEMENT TYPE

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#4 BARS @ 12" MAX. E.W.

AutoCAD SHX Text W1.4 x W1.4 - 6x6 WWM

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REINFORCING

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OLSAVSKY JAMINET ARCHITECTS

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PROJECT NO.

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ISSUED

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REVISION

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TRACIE A.

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KAGLIC

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114 EAST FRONT STREET

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YOUNGSTOWN, OHIO

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(330) 744-8981

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DRAWN

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WRTA - BUS ANNEX

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604 MAHONING AVENUE

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YOUNGSTOWN, OHIO 44502

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COMPACTED SUB GRADE ODOT 203

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AGG. BASE ODOT 304

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JOINT SEALANT & BACKER ROD

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CONC. PAVEMENT CLASS QC1 ODOT 451, 499 & 511

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CONTROL JT. 5'-0" O.C. MAX SAW CUT

AutoCAD SHX Text NOTES: 12" P.E.J.F. PER O.D.O.T. 705.03 - 40' O.C. MAX. UNLESS SHOWN OTHERWISE ON DRAWINGS AND AT ALL CURBS, WALKS, WALLS AND OTHER FIXED OBJECTS. CONTROL JOINT - 5' O.C. MAX OR AS SHOWN ON DRAWINGS. CROSS SLOPE AT 1/8" PER FOOT MIN. TO DRAIN USE EDGING TOOL AT PERIMETER. SIDEWALK PER O.D.O.T. 608.03. PROVIDE HEAVY BROOM FINISH ON ALL RAMPS PERPENDICULAR TO RAMP SLOPE. SURFACE TO BE SEALED PER ODOT ITEM 512. SLOPE OF SUBGRADE SHALL FOLLOW SAME SLOPE AS PAVEMENT ABOVE

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SLAB REINFORING SEE NOTE ABOVE

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#4 BARS @ 1'-0" MAX. E.W. T&B

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COMPACTED SUB GRADE ODOT 203

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JOINT SEALANT & BACKER ROD

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HEAVY-DUTY CONC. PAVE. SEE DET A/C2

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CONC. EQUIP. PAD CLASS QC1 ODOT 451, 499 & 511

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AGG. BASE ODOT 304

AutoCAD SHX Text GENERAL NOTE: ALL ITEMS NOT LABELED AS NEW ARE TO BE CONSIDERED EXISTING TO REMAIN U.N.O.

CODED NOTES: NEW BOLLARDS (11 TOTAL) SEE DETAIL C/C3 NEW FENCE 7'H + BARBED WIRE MATCH EXISTING NEW HEAVY-DUTY CONCRETE NEW HEAVY-DUTY CONCRETE PAVEMENT SEE DETAIL A/C2 REPAIR CONCRETE SIDEWALK (STANDARD-DUTY) & REPLACE SALVAGED BRICK. SEE DET. A/C2 NEW CONC. EQUIPMENT PAD. REFER TO DETAIL B/C2 NEW GAS METER BY UTILITY COMPANY. NEW 2" GAS SERVICE AND VALVE BY UTILITY COMPANY NEW GAS LINE REFER TO PLUMB & MECH DRAWINGS NEW 6" WATER SERVICE REFER TO PLUMB DRAWINGS NEW 8" FIRE SERVICE REFER TO PLUMBING DRAWINGS REMOVE & REPLACE CONCRETE CURB AND PAVEMENT AS REQ. FOR UTILITY TRENCH PROVIDE NEW TAPING SLEEVE AND VALVE NEW 4" CONTINUOUS PVC FOOTING DRAIN TIE TO EXIST. STORM LINE NEW 2x2 PRECAST CONCRETE CATCH BASIN - ODOT 2-2B (6 TOTAL) SEE PLUMB. DWGS. NEW 8" PVC SCH 40 @ 1.0% MIN. (56.43 LF) REFER TO PLUMB. REFER TO PLUMB. DRAWINGS

GENERAL NOTES

1. THE EXISTING CONDITIONS SHOWN ON THESE DRAWINGS HAVE BEEN TAKEN FROM A SURVEY PREPARED BY AES PROFESSIONAL SURVEYORS. OLSAVSKY JAMINET ARCHITECTS DOES NOT WARRANT THAT THE INFORMATION SHOWN HEREON IS EITHER ACCURATE OR COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTING CONDITIONS AT THE PROJECT SITE.

2. THE MUNICIPAL REQUIREMENTS, TOGETHER WITH THE CURRENT EDITION OF THE STATE OF OHIO DEPARTMENT OF TRANSPORTATION (ODOT) CONSTRUCTION AND MATERIAL SPECIFICATIONS (CMS) SHALL GOVERN ALL CONSTRUCTION ITEMS THAT ARE PART OF THIS PLAN, UNLESS NOTED OTHERWISE. IF THERE ARE DISCREPANCIES, THE MUNICIPAL REQUIREMENTS SHALL GOVERN.

3. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS,TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS ALSO THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK.

4. THE MUNICIPAL AUTHORITY AND OLSAVSKY JAMINET ARCHITECTS WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCE OF CONSTRUCTION. THE MUNICIPAL AUTHORITY AND OLSAVSKY JAMINET ARCHITECTS WILL NOT BE RESPONSIBLE FOR SAFETY ON THE JOB SITE, OR FAILURE BY THE CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

5. ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN

APPROVAL FROM THE MUNICIPAL ENGINEER.

6. THE CONTRACTOR SHALL NOTIFY THE MUNICIPAL AUTHORITIES AT LEAST TWO (2)WORKING DAYS PRIOR TO COMMENCING THE WORK.

7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.

8. ANY SURVEY MONUMENTS OR PERMANENT MARKERS DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A LICENSED LAND

SURVEYOR AT THE CONTRACTOR'S EXPENSE.

9. ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES DISTURBED ORDAMAGED DURING CONSTRUCTION SHALL BE REPLACES OR REPAIRED TO THESATISFACTION OF THE MUNICIPAL AUTHORITY OR THE OWNER AT NO ADDITIONALCOST.

10. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING STREETS MUST BE OBTAINED BEFORE COMMENCING WORK.

DEMOLITION NOTES

1. THE GENERAL CONTRACTOR SHALL NOTIFY O.U.P.S. AT 1-800-362-2764 AND O.G.P.U.P.S.AT 1-800-925-0988 A MINIMUM OF TWO DAYS BEFORE

THE START OF CONSTRUCTION.

2. REMOVAL OF STRUCTURES AND OBSTRUCTIONS: BUILDINGS, FOUNDATIONS,STRUCTURES, ASPHALT AND CONCRETE PAVEMENT, AND UTILITIES ABOVE AND BELOW GROUND SHALL BE REMOVED AND DISPOSED OF OFF SITE WITHIN STANDARDS AS OUTLINED WITHIN THE CURRENT OHIO DEPARTMENT OF TRANSPORTATION"CONSTRUCTION AND MATERIAL SPECIFICATIONS" MANUAL UNDER ITEM 202.

3. ALL EXISTING UTILITY CASTINGS INCLUDING MANHOLES, CATCH BASINS, VALVES,VALVE BOXES, ETC. SHALL REMAIN AND BE ADJUSTED TO PROPOSED GRADES, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL COORDINATE WORK WITH THE RESPECTIVE UTILITY

COMPANIES.

4. ALL EXISTING UTILITY LINES & SERVICES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN AND BE PROTECTED, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL COORDINATE REMOVAL OR RELOCATION WITH THE RESPECTIVE UTILITY COMPANY FOR PROPER

CAPPING/SEALING/DISCONNECTING, ETC.

5. THE CONTRACTOR SHALL COORDINATE WORK WITH LOCAL SAFETY DEPARTMENTS TO MAINTAIN TRAFFIC CONTROL.

6. ALL EXISTING UTILITY POLES, LIGHT POLES, ELECTRIC HANDHOLDS, UNDERGROUND WIRING, AND SITE LIGHTING SHALL BE PROTECTED, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE WORK WITH THE LOCAL POWER SUPPLY COMPANY.

7. CONTRACTOR SHALL KEEP ALL EXISTING UTILITIES OPERATING DURING DEMOLITION AND CONSTRUCTION AND UNTIL THE NEW SYSTEMS

ARE OPERATING PROPERLY. PROVIDE TEMPORARY CONNECTIONS AS REQUIRED.

8. SAW CUT ALL EDGES FULL DEPTH OF PAVEMENT.

9. ALL SIGNS DESIGNATED TO BE REMOVED SHALL BE REINSTALLED AS DIRECTED, OR TURNED OVER TO OWNER.

10. COORDINATE DEMOLITION OF ALL EXISTING ITEMS WITH OTHER DRAWINGS. REMOVE / ABANDON EXISTING UTILITIES, SERVICES, SITE

FEATURES AS REQUIRED.

11. SAWCUT EDGES FULL DEPTH OF EXISTING PAVEMENT WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT.

TRAFFIC CONTROL NOTES

1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (PART 7 CONSTRUCTION AND MAINTENANCE OPERATIONS).

2. STEADY-BURNING, TYPE "C," LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR TRAFFIC DEVICES IN USE AT NIGHT.

CONES ARE NOT PERMITTED TO BE USED FOR NIGHT WORK.

3. ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL…

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File details come from the government source that posted it. Updated May 18, 2026.