552-22-201_Renovate Catholic Chapel B119_100 Drawings reduced size.pdf

PDF 17 MB Posted Jan 6, 2026

Attached to: Z2FE--Renovate B119 Catholic Chapel [552-22-201]
Solicitation number: 36C25026B0013_1
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Jan 6, 2026

This document is a detailed architectural and civil engineering set of drawings for the renovation of the Catholic Chapel B119 at the Department of Veterans Affairs Medical Center in Dayton, Ohio. The project, identified as VA Project No. 552-22-201, involves comprehensive renovation of the existing chapel, including infrastructure improvements, structural repairs, and system updates. The drawings, prepared by RDC/JPA Architecture and dated 06.30.2025, include extensive technical specifications covering architectural, civil, mechanical, electrical, and utility aspects of the renovation.

Key technical elements include site utility plans showing storm and sanitary sewer connections, grading and erosion control details, demolition plans, and comprehensive architectural drawings detailing existing and proposed floor plans, elevations, and interior modifications. The project scope addresses critical infrastructure items while maintaining the historic character of the chapel, with specific attention to preserving architectural integrity. The renovation will update systems deemed necessary for the building's continued functionality, with work to be completed between March 2025 and March 2026 on a 0.38-acre site with approximately 0.06 acres of disturbed area.

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Other files

File	Type	Posted
01 00 00 General Requirements - Revised 11.24.2025.pdf	PDF	Jan 6, 2026
36C25026B0013_1.pdf	PDF	Jan 6, 2026
552-22-201 SOW - Catholic Chapel B119.pdf	PDF	Jan 6, 2026
552-22-201_Renovate Catholic Chapel B119_100 Specifications_Rev 11.2025.pdf	PDF	Jan 6, 2026
Wage Determination 1.5.2026.pdf	PDF	Jan 6, 2026

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WISCONSIN

IOWA

CEMETERY

K A N S A S

CEMETERY

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McMAHO N

CEMETERY

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4100 WEST THIRD STREET

U.S. ROUTE 35

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C E R D

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J E R S E Y

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MISSOURI AVE

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A V E

MASSACHUSETTS BLVD.

M A R Y L A N D

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DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

N E S O T A

A V E

TEXAS AVE.

Dayton, Ohio 45428

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

10'-8"

XX.X-X

1/A101

A101

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

JASON

ROSS

2118221

FOET

A T

R E G I S

E T

ED RA

C H

E C T

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JPA ARCHITECTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

SCHAEFER ASSOCIATES, INC.

STRUCTURAL DESIGN

537 EAST PETE ROSE WAY, SUITE 400

CINCINNATI, OH 45202

513.542.3300 P

513.542.5540 F

KLEINGERS GROUP

CIVIL ENGINEERING

6219 CENTRE PARK DRIVE

WEST CHESTER, OH 45069

513.779.7851 P

VA Dayton Renovate Catholic Chapel B119

06.30.2025

COVER SHEET

G001

EDSO

552-22-201

Dayton, Ohio

VA Dayton Renovate Catholic Chapel B119 4100 W. Third St. Dayton, OH 45428 PROJECT #: 552-22-201

GREG HOPPER

100% BID DOCUMENTS

22039.00

VA-M000 TitlePage

S001 GENERAL NOTES

S101 NEW WORK PLANS

S201 TYPICAL DETAILS, SECTIONS & SCHEDULES

S002 GENERAL NOTES & SPECIAL INSPECTIONS

S102 NEW WORK PLANS

C300 DEMOLITION PLAN

C400 LOCATION PLAN

C500 UTILITY PLAN AND PROFILES

C600 GRADING PLAN

C700 EROSION CONTROL NOTES

C701 EROSION CONTROL DETAILS

G001 COVER SHEET

G100 CODE DATA

A101 EXISTING PLAN - FIRST FLOOR

A102 EXISTING PLAN - FIRST FLOOR

A103 EXISTING PLAN - LOFT

A104 EXISTING EXTERIOR

AD100 DEMOLITION PLANS

A101-N NEW WORK PLANS

A102-N REFLECTED CEILING & ROOF PLANS

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A401 INTERIOR ELEVATIONS

A402 INTERIOR ELEVATIONS

A403 INTERIOR ELEVATIONS, CASEWORK DETAILS & FINISH LEGEND

A601 DOOR & WINDOW SCHEDULES & DETAILS

A602 DETAILS

A603 ROOF AND WINDOW DETAILS

AF101-F FLOOR, WALL FINISH & SIGNAGE PLANS

P001 ABBREVIATIONS, LEGEND, GENERAL NOTES

PD100 BASEMENT - CRAWLSPACE PLAN - REMOVALS

PD101 FIRST FLOOR PLAN - REMOVALS

PS101 SITE PLAN

PP099 FOUNDATION PLAN - DRAINAGE & DISTRIBUTION

PP100 BASEMENT - CRAWLSPACE PLAN - DRAINAGE & DISTRIBUTION

PP101 FIRST FLOOR PLAN - DRAINAGE & DISTRIBUTION

P601 SCHEDULES & DETAILS

P901 DIAGRAM - DRAINAGE

P902 DIAGRAM - DISTRIBUTION

M001 ABBREVIATIONS, LEGEND, GENERAL NOTES

MD100 BASEMENT PLAN - REMOVALS

MD101 FIRST FLOOR PLAN - REMOVALS

MH101 FIRST FLOOR PLAN - DUCTWORK

MH100 BASEMENT PLAN - DUCTWORK

MH102 LOFT PLAN - DUCTWORK

MP101 FIRST FLOOR PLAN - PIPING

MP100 BASEMENT PLAN - PIPING

M501 DETAILS

M601 SCHEDULES

M502 DETAILS

E001 ABBREVIATIONS, LEGEND, GENERAL NOTES

E002 SITE PLAN

ED100 BASEMENT PLAN - REMOVALS

ED101 FIRST FLOOR PLAN - REMOVALS

EL100 BASEMENT PLAN - LIGHTING

EL101 FIRST FLOOR PLAN - LIGHTING

EP100 BASEMENT PLAN - NEW WORK - POWER & SYSTEMS

EP101 FIRST FLOOR PLAN - NEW WORK - POWER & SYSTEMS

E600 SCHEDULES & SINGLE LINE DIAGRAM

T001 ABBREVIATIONS, LEGEND, GENERAL NOTES

TD101 FIRST FLOOR PLAN - REMOVALS

TA100 BASEMENT PLAN - NEW WORK

TA101 FIRST FLOOR PLAN - NEW WORK

T501 DETAILS & ELEVATIONGENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO

THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY

CODE, INTERNATIONAL BUILDING CODE, AND OTHER COES AS

IDENTIFIED IN VHA PROGRAM GUIDE PG-18-3, TOPIC 01, CODES,

STANDARDS AND EXECUTIVE ORDERS WHICH CAN BE FOUND ON

THE DEPARTMENT OF VETERAN AFFAIRS, TECHNICAL INFORMATION

LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

AND DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN

GUIDE PG-18-13 WHICH CAN BE FOUND ON THE DEPARTMENT OF

VETERANS AFFAIRS TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND

ACCEPT EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO

BE COORDINATED WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO

MATCH ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS

TO REMAIN THAT ARE DAMAGED DURING THE COURSE OF

DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR

INSTALLATION OF NEW WORK, CONTRACTOR SHALL REPAIR

EXISTING CONSTRUCTION TO REMAIN OR PROVIDE NEW

CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES TO

REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS

AND DIMENSIONS PRIOR TO ORDERING, FABRICATING OR

INSTALLING NEW MATERIALS.

DRAWING INDEXVICINITY MAP

N N.T.S.Scale:

CAMPUS MAP

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL

EQUIPMENT, ETC. TO BE INSTALLED AS PART OF THIS PROJECT, AND

WHERE NECESSARY, MAKE SPECIAL PROVISIONS TO INSTALL

EQUIPMENT THAT IS TOO LARGE TO FIT THROUGH FINISHED

OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET

ACCESSORIES, HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK,

MOUNTING BRACKETS AND OTHER WALL MOUNTED ITEMS, AS

INDICATED IN THE CONTRACT DOCUMENTS AND AS RECOMMENDED

BY PRODUCT MANUFACTURERS. ALL WOOD BLOCKING SHALL BE

FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS.

WHERE THE OMISSION OF A PART OR ELEMENT OF A SYSTEM

WOULD RESULT IN THE NON-OPERATION, OR INCORRECT

OPERATION OF A SYSTEM, CONTRACTOR SHALL INCLUDE SAID PART

OR ELEMENT AS PART OF THE WORK.

11. CONTRACTOR IS RESPONSIBLE TO VERIFY HISTORIC AND RELIGIOUS

CHARACTER OF THE STRUCTURE REMAINS INTACT AS MUCH AS

POSSIBLE. CONTRACTOR IS TO MINIMIZE EXPOSED CONDUIT, DUCTS,

PIPING, ETC. AS MUCH AS POSSIBLE.

12. EXISTING CRAWLSPACE HAS LIMITED ACCESS AND CLEARANCES.

CONTRACOR IS RESPONSIBLE FOR EXECUTING THE MEANS AND

METHOD FOR INSTALLATION OF NEW WORK IN THE CRAWLSPACE.

PROJECT SITE

LEGEND

Revisions Date

0-HR Smoke Partition - [OBC 710] / NFPA 101-8.4

1-HR Smoke Barrier - [OBC 709] / NFPA 101-8.5

1-HR Fire Barrier - [OBC 706] / NFPA 101-8.3

2-HR Fire Barrier - [OBC 706] / NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

CODE LEGEND

SACRISTY

ALTAR

CHAPLAIN

CHAPEL

ADA

RESTROOM

VESTIBULE

#126

#63

F.E.

CRAWLSPACE

Permanent fixed ladder

Non- Occupiable

F.E.

STORAGE

CHOIR LOFT

#28

F.E.

ICC Existing Building Code 2021

Existing Building - No Change of Use

Not sprinklered

Maximum Occupants: 224 Fixed Seating @18" per person 28 Standing Space @ 5 net

Occupancy Type A-3 (No Change) Allowable Actual

Height Above Grade: 55 69 (Existing, no change) Ocupiable Stories Above Grade: 3 1 (Crawlspace, Loft, and Bell Tower excluded) Area per Floor: 28,000 sf 5,123 sf max

Construction Type: IIIB Primary Structural Frame: 0 Exterior Bearing Walls: 2 Interior Bearing Walls: 0 Nonbearing Walls: 0 Floor Construction: 0 Roof Construction: 0

Chapter 12

1201.1 This Chapter is intended to provide means for the preservation of historic buildings. Historic buildings shall comply with the provisions of this chapter relating to their repair, alterations, relocation and change of occupancy.

1202.1 Repairs to any portion of a historic building or structure shall be permitted with original or like materials and original methods of construction, subject to the provisions of this chapter. Hazardous materials such as asbestos and lead-based paint, shall not be used where the code for new construction would not permit their use in buildings of similar occupancy, purpose and location.

1202.2 Replacement of existing or missing features using original materials shall be permitted.

Partial replacement for repairs that match the original in configuration, height and size shall be permitted.

1203 Fire Safety

1203.1 Historic Buildings undergoing alterations, changes of occupancy or that are moved shall comply with Section 1203.

1203.5 The existing interior finishes shall be accepted where it is demonstrated that they are historic finishes.

1203.9 Grand stairways shall be accepted without complying with the handrail and guard requirements. Existing handrails and guards at all stairways shall be permitted to remain, provided they are not structurally dangerous.

1203.10 Guards shall comply with section 1203.10.1 and 1203.10.2.

JASON

ROSS

2118221

FOET

A T

R E G I S

E T

ED RA

C H

E C T

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

VA Dayton Renovate Catholic Chapel B119

06.30.2025

CODE DATA

G100

EDSO

552-22-201

Dayton, Ohio

GREG HOPPER

100% BID DOCUMENTS

22039.00

N Scale: 1/8" = 1'-0"1 Code Plan - First Floor

N Scale: 1/8" = 1'-0"0 Code Plan - Crawlspace

N Scale: 1/8" = 1'-0"2 Code Plan - Loft

CODE NOTES

06.30.2025 DTW

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

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GENERAL NOTES & DETAILS

C100

GENERAL NOTES

1. THE VA, AND THE CURRENT EDITION OF THE STATE OF OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS (ODOT

CMS), INCLUDING ALL SUPPLEMENTS, SHALL GOVERN ALL MATERIALS AND WORKMANSHIP INVOLVED IN THE IMPROVEMENTS SHOWN ON THIS PLAN.

IGNORE REFERENCES TO MEASUREMENT AND PAYMENT IN THE ODOT CMS UNLESS NOTED OTHERWISE. IN THE CASE OF CONFLICTS BETWEEN THE ODOT

CMS AND THE VA REQUIREMENTS, THE VA REQUIREMENTS SHALL PREVAIL.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL CALL, TOLL FREE, THE OHIO UTILITIES PROTECTION SERVICE (1-800-362-2764) 48 HOURS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ALL UTILITY COMPANIES WHO ARE NON-MEMBERS OF THE OHIO UTILITIES PROTECTION SERVICE AT LEAST 48 HOURS PRIOR TO WORK IN THE VICINITY OF THEIR UNDERGROUND LINES.

3. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, & FEDERAL REGULATIONS.

4. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE OHIO EPA FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

(NPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS.

5. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE AND FULLY INFORM HIMSELF CONCERNING ALL CONDITIONS AFFECTING THE SCOPE OF THE WORK.

FAILURE TO VISIT THE SITE SHALL NOT RELIEVE HIM FROM ANY RESPONSIBILITY IN THE PERFORMANCE OF THE CONTRACT.

6. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR EXPENSES INCURRED DUE TO SOIL CONDITIONS, GROUNDWATER, AND/OR ROCK EXCAVATION, ALL OF THESE ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR THE PROJECT.

7. THE COST OF ALL DEWATERING REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE INCLUDED IN THE PRICE BID FOR THE PROJECT.

8. THE DIRECT OR INDIRECT DISCHARGE OR PUMPING OF UNFILTERED SEDIMENT-LADEN WATER INTO THE STORM DRAINAGE SYSTEM OR WATERCOURSE IS

ILLEGAL AND PROHIBITED.

9. ANY WELL, WELL POINT, PIT, OR OTHER DEVICE INSTALLED FOR THE PURPOSE OF LOWERING THE GROUND WATER TO FACILITATE CONSTRUCTION OF THIS PROJECT SHALL BE PROPERLY ABANDONED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 3745-9-10 OF THE OHIO ADMINISTRATIVE CODE OR IN ACCORDANCE WITH THE PROVISIONS OF THIS PLAN AS DIRECTED BY THE DIRECTOR OF PUBLIC UTILITIES OR HIS REPRESENTATIVE.

10. ANY CONTRACTOR INSTALLING ANY WELL, WELL POINT, PIT, OR OTHER DEVICE USED FOR THE PURPOSE OF REMOVING GROUND WATER FROM AN AQUIFER SHALL COMPLETE AND FILE A WELL LOG AND DRILLING REPORT FORM WITH THE OHIO DEPARTMENT OF NATURAL RESOURCES (ODNR), DIVISION OF WATER, WITHIN 30 DAYS OF THE WELL COMPLETION IN ACCORDANCE WITH THE OHIO REVISED CODE SECTION 1521.01 AND 1521.05 IN ADDITION, ANY SUCH FACILITY IS COMPLETED IN ACCORDANCE WITH SECTION 1521.16 OF THE OHIO REVISED CODE. FOR COPIES OF THE NECESSARY WELL LOG, DRILLING REPORT, OR REGISTRATION FORMS, PLEASE CONTACT: DIVISION OF WATER, OHIO DEPARTMENT OF NATURAL RESOURCES, FOUNTAIN SQUARE, COLUMBUS, OHIO 43224, (614)2656717.

11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO THE ODNR FOR THE REGISTRY, MAINTENANCE AND ABANDONMENT OF ANY WITHDRAWAL DEVICE

USED IN CONSTRUCTION OF THIS PROJECT.

12. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT AND/OR FACE OF CURB, UNLESS OTHERWISE NOTED.

13. ALL SITE SIGNAGE, STRIPING COLOR AND WIDTH SHALL BE PER THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

14. ALL EXISTING PAVEMENTS, WALKS, CURBS, ETC. SHALL BE SAWCUT BEFORE REMOVAL. IF, DURING CONSTRUCTION, THE PAVEMENT, WALKWAY, CURB, ETC. IS DAMAGED BEYOND THE ORIGINAL SAWCUT, THE DAMAGED AREA SHALL BE RECUT TO NEAT LINES AS DIRECTED BY THE ENGINEER. PAYMENT FOR

SAWCUTTING SHALL BE INCLUDED IN THE PRICE BID FOR THE PROJECT.

15. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT TO PROVIDE A SMOOTH VERTICAL FULL DEPTH BUTT JOINT BETWEEN THE EXISTING PAVEMENT OR CURB AND THE PROPOSED PAVEMENT. CONTRACTOR SHALL LOCATE SOUND PAVEMENT EDGE AND CUT AND TRIM PAVEMENT TO A NEAT LINE.

INCLUDE THE COST OF PAVEMENT REMOVAL AND DISPOSAL IN THE PRICE BID FOR THE PROJECT.

GRADING NOTES

1. CONTRACTOR TO REMOVE TREES AND CLEAR AREAS AS NECESSARY TO PERFORM ALL SITE WORK INCLUDING GRADING AND UTILITY WORK.

2. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE

TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING.

3. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.

4. SITE BUILDING PAD EXCAVATION AND CONSTRUCTION TO BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. BUILDING PAD PREPARATION SHALL BEGIN BY CLEARING & STRIPPING UNSUITABLE MATERIAL FROM PAD SITE. THEN PLACE & COMPACT BACKFILL MATERIAL AT GEOTECHNICAL ENGINEER'S AND ARCHITECT'S RECOMMENDATIONS. ALL BACKFILL MATERIAL MUST BE ACCEPTABLE TO THE GEOTECHNICAL ENGINEER.

5. ALL FILL UNDER PAVEMENT SHALL BE COMPACTED TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SITE EARTHWORK ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR BURY/BORROW PITS AS NEEDED TO BALANCE THE SITE. GEOTECH AND ENGINEER MUST APPROVE AREAS PRIOR TO BURY/BORROW OPERATIONS. AS-BUILT OF BURY/BORROW PIT WILL BE REQUIRED AT COMPLETION OF CONTRACTOR WORK AND MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER.

7. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY THE VA AND THE OHIO EPA.

8. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. IF NO SPECIFICATIONS ARE

SUPPLIED, USE ODOT ITEM 659.

9. CONTRACTOR TO LAYOUT BUILDING BASED ON ARCHITECTURAL/FOUNDATION PLANS. SITE PLAN IS FOR CONCEPTUAL PURPOSES ONLY.

UTILITY NOTES

1. ALL DRAIN TILE AND STORM SEWERS DAMAGED, DISTURBED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH

THE SAME QUALITY PIPE OR BETTER, MAINTAINING THE SAME GRADIENT AS EXISTING. THE DRAIN TILE AND/OR STORM SEWER SHALL BE CONNECTED TO THE CURB SUBDRAIN, STORM SEWER SYSTEM OR OUTLETTED INTO THE ROADWAY DITCH AS APPLICABLE. REPLACED DRAIN TILE/STORM SEWER SHALL BE LAID ON COMPACTED BEDDING EQUAL IN DENSITY TO SURROUNDING STRATUM. REPLACEMENT SHALL BE DONE AT THE TIME OF THE BACKFILL

OPERATION. COST OF THIS WORK TO BE INCLUDED IN THE PRICE BID FOR THE PROJECT.

2. ALL EXISTING UTILITIES KNOWN TO EXIST HAVE BEEN SHOWN ON THESE PLANS IN THEIR APPROXIMATE LOCATION. PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE UTILITIES SHOWN. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE PROTECTION AND/OR RELOCATION OF ANY UTILITIES THAT MAY EXIST AND ARE NOT SHOWN.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION AND/OR PROTECTION OF ANY UTILITIES AS REQUIRED BY THE PLAN

WITH THE OWNER OF THE AFFECTED UTILITY.

4. UTILITY POLES WITHIN INFLUENCE OF THE UTILITY OPERATIONS SHALL BE REINFORCED BY THE UTILITY COMPANY PRIOR TO THESE CONSTRUCTION ACTIVITIES. NOTIFICATION OF THE UTILITY COMPANY PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. COMPACTED FILLS ARE TO BE MADE TO A MINIMUM OF THREE FEET ABOVE THE CROWN OF ANY PROPOSED SEWER PRIOR TO CUTTING OF TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL FILLS SHALL BE CONTROLLED, COMPACTED, AND INSPECTED BY AN APPROVED TESTING LABORATORY OR AN

INSPECTOR FROM THE APPROPRIATE GOVERNMENTAL AGENCY.

6. CONTRACTOR TO REPLACE ANY PAVEMENT OR UTILITIES DAMAGED WHICH ARE NOT SPECIFIED TO BE REMOVED ON THESE PLANS.

7. ALL CATCH BASINS PLACED WITHIN THE PAVEMENT SHALL HAVE HEAVY DUTY FRAMES AND GRATES AND CONFORM TO ADA REQUIREMENTS.

8. ADJUST ALL EXISTING CASTINGS AND CLEANOUTS WITHIN PROJECT AREA TO GRADE AS REQUIRED.

9. ALL CATCH BASINS WITH DEPTH GREATER THAN 4.5' SHALL BE PROVIDED WITH STEPS. STEPS SHALL MEET THE REQUIREMENTS OF ODOT ITEM 611.

10. ALL STORM AND SANITARY SEWER MANHOLES WITH A DEPTH GREATER THAN 4' SHALL BE PROVIDED WITH STEPS. STEPS SHALL MEET THE

REQUIREMENTS OF ODOT ITEM 611.

11. DISTANCES SHOWN FOR BOTH SANITARY AND STORM SEWER PIPES ARE MEASURED FROM CENTER OF STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR ACTUAL FIELD CUT LENGTH. COORDINATES FOR STORM AND SANITARY STRUCTURES ARE SHOWN TO THE CENTER OF STRUCTURE, UNLESS

OTHERWISE NOTED.

12. IMMEDIATELY AFTER PLACEMENT OF ANY CONDUITS, THE CONTRACTOR SHALL CONSTRUCT THE END TREATMENTS REQUIRED BY THE PLANS AT BOTH THE OUTLET AND INLET ENDS. THIS SHALL INCLUDE HEADWALLS, CONCRETE, RIP RAP, ROCK CHANNEL PROTECTION, SODDING, POURING BOTTOMS, MUDDING LIFT HOLES, ETC.

13. ALL PROPOSED STORM SEWERS, SURFACE OR OTHER DRAINAGE FACILITIES ARE TO BE PRIVATE AND MAINTAINED BY THE OWNER. EROSION CONTROL MEASURES MUST PROVIDE PROTECTION UNTIL COMPLETION OF THE PROJECT AND VEGETATIVE STABILIZATION.

14. THE CONTRACTOR IS TO CONSTRUCT CURBS, CATCH BASINS, DOWNSPOUTS, PIPING AND CONNECTIONS ETC. AS REQUIRED TO CONVEY THE ROOF AND

PAVED SURFACE DRAINAGE TO THE DETENTION BASIN.

15. ROOF DRAINS, FOUNDATION DRAINS AND ALL OTHER CLEAR WATER CONNECTIONS TO THE SANITARY SEWER SYSTEMS ARE PROHIBITED.

16. SITE CONTRACTOR SHALL PICK UP ALL UTILITIES, WITH THE EXCEPTION OF DOWNSPOUTS, 5' OUTSIDE BUILDING WALL. COORDINATE WITH

CONSTRUCTION MANAGER.

17. ALL STORM STRUCTURES ARE ODOT TYPES UNLESS OTHERWISE INDICATED.

18. STORM SEWER PIPE LABELED "STM" SHALL BE ONE OF THE FOLLOWING: PVC SDR-35 PER ODOT ITEM 707.45, PVC PROFILE PIPE PER ODOT ITEM 707.43, HIGH DENSITY POLYETHYLENE PER ODOT ITEM 707.33, ALUMINIZED CORRUGATED METAL, ODOT ITEM 707.01, 707.02, OR REINFORCED CONCRETE PIPE, ODOT ITEM 706.02 CLASS IV. STORM SEWER PIPE LABELED "RCP" SHALL BE REINFORCED CONCRETE PIPE, ODOT ITEM 706.02 CLASS IV. ALL STORM IS TO BE INSTALLED PER ODOT ITEM 611. ALL STORM PIPE USED MUST HAVE A MANUFACTURER SPECIFIED FRICTION FACTOR OF 0.013 (N=0.013) OR LESS.

19. ALL CATCH BASINS IN THE PAVEMENT ARE TO HAVE 4, 4" PERFORATED UNDERDRAINS EXTENDING 10 LF FROM THE CATCH BASIN IN THE UPHILL DIRECTION AND CAPPED. ALL CATCH BASINS IN THE CURB ARE TO HAVE 2, 4" PERFORATED UNDERDRAINS EXTENDING 10 LF FROM THE CATCH BASIN IN

THE UPHILL DIRECTION AND CAPPED.

20. FOR EXACT LOCATION OF DOWN SPOUTS & ROOF DRAINS, COORDINATE WITH CONSTRUCTION MANAGER. ALL ROOF DRAINS ARE TO BE 8" UNLESS

OTHERWISE NOTED.

21. ALL YARD DRAINS SHALL BE ONE OF THE FOLLOWING: NYLOPLAST-ADS DRAIN BASIN, NDS DURACAST FABRICATED PVC CATCH BASIN, AGRI-DRAIN CATCH

BASIN, OR APPROVED EQUAL.

22. ALL EXISTING INVERTS ALONG PROPOSED PIPE ALIGNMENTS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OF THE SEWER.

23. ANY FIELD TILE CUT IN EXCAVATION WHICH DRAINS IN AN OFFSITE AREA MUST BE TIED INTO THE STORM DRAINAGE SYSTEM.

24. THE FLOW IN ALL SEWERS, DRAINS, FIELD TILES AND WATERCOURSES ENCOUNTERED SHALL BE MAINTAINED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND WHENEVER SUCH WATERCOURSES AND DRAINS ARE DISTURBED OR DESTROYED DURING THE PROSECUTION OF THE WORK, THEY SHALL BE RESTORED BY THE CONTRACTOR AT HIS OWN EXPENSE TO A CONDITION SATISFACTORY TO THE ENGINEER.

25. SANITARY SEWER SHALL BE SDR-35 OR APPROVED EQUAL AND CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE VA. PIPE MUST MEET MINIMUM SLOPE REQUIREMENTS OF THE VA AND OHIO EPA. SANITARY SEWER SHALL BE INSTALLED AT A MINIMUM DEPTH OF FOUR FEET (4') UNLESS OTHERWISE NOTED. A MINIMUM OF 18" CLEARANCE SHALL BE MAINTAINED AT ALL WATERLINE CROSSINGS. SANITARY SERVICE JOINTS SHALL CONFORM

TO ASTM D-3212.

26. SANITARY SEWER IS TO BE BEDDED WITH CLEAN GRANULAR MATERIAL-AGGREGATES NOT TO BE LARGER THAN 3/4" AND NOT SMALLER THAN NO. 8 SIEVE, FREE OF SILT AND FINES, AASHTO M43 SIZE #67, 7 OR 8. BEDDING TO BE MINIMUM OF 6" BELOW & 12" ABOVE THE PIPE.

27. ALL WATERLINE CROSSINGS SHALL MAINTAIN A VERTICAL SEPARATION OF 18" MINIMUM. SANITARY SEWER SHALL BE LOCATED A MINIMUM OF 18" BELOW WATERLINE AT ALL CROSSINGS. WATERLINE SHALL BE LOCATED A MINIMUM OF 10' HORIZONTALLY FROM ANY SANITARY SEWER. ALL MEASUREMENTS SHALL BE TAKEN FROM OUTSIDE OF SEWER PIPE TO THE OUTSIDE OF WATERLINE PIPE. ONE FULL LENGTH OF WATERLINE PIPE SHALL BE LOCATED AT ALL CROSSINGS TO ENABLE BOTH JOINTS TO BE LOCATED AS FAR FROM SEWER AS POSSIBLE. ALL WATER SHALL HAVE A MINIMUM OF 4' OF COVER.

28. WATERLINE SHALL BE DUCTILE IRON PIPE CLASS 52, MINIMUM 250 PSI.

EXTERIOR CONCRETE

SLAB WALK DETAIL

N.T.S.

NOTES:

1. INSTALL EXPANSION JOINTS AT 30' OC MAXIMUM AND WHERE SLAB ABUTS

STRUCTURES. WHERE NEW WALK ABUTS ADJOINING WALK, SAWCUT EXISTING

WALK TO NEAREST JOINT AND INSTALL EXPANSION JOINT. EXPANSION JOINTS

SHALL BE 1/2" WIDE BY DEPTH OF SLAB. SEAL ALL EXPANSION JOINTS.

2. INSTALL CONTROL JOINTS AT 6' OC MAXIMUM. CONTROL JOINTS SHALL BE 3/8"

WIDE BY 1 1/2" DEEP AND TOOLED, SAWED JOINTS ARE NOT PERMITTED.

3. WALK SHALL HAVE A MINIMUM CROSS SLOPE OF 1.00%, MAXIMUM CROSS

SLOPE OF 2.00%.

4. WATER AND UTILITY BOXES IN THE WALK AREA SHALL BE ADJUSTED FLUSH

WITH THE FINAL SURFACE.

5. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DETAIL AT ALL BUILDING

DOORS.

6. JOINTING PLANS MUST BE SUBMITTED FOR APPROVAL.

3/8"

CONTROL JOINT

1/2"

EXPANSION JOINT

2" TYP

EXPANSION JOINT

MATERIAL

JOINT SEALANT

WWR WWR

1/2"

WALK EDGE

AT BUILDING LINE

EXPANSION JOINT

MATERIAL

JOINT SEALANT

WWR

BUILDING

LINE

1/2" R

WWR 2"

WALK EDGE

AT LAWN AREA

5" ODOT

ITEM 304

6x6 W1.4xW1.4

WWR

SLOPE

WALK TYPICAL SECTION

C100

Ch ap el

Sh ee ts \2

C ha pe l.d w g, /2

, a be rn ha rd

15"

18"

21"

EOEOEOEO

EX. BRICK CHAPEL

F.F. = 944.3

F.F. = 944.6

F.F. = 944.5

F.F. = 944.2 F.F. = 944.3

TOP = 938.05

INV (S) = 930.40

INV (NE) = 930.40

INV (E) = 933.55

" C

6" PVC

TOP = 936.39

INV (NE) = 928.49

INV (S) = 928.64

INV (SE) = 932.64

INV (W) = 929.34

TOP = 936.48

INV (NW) = 932.18

INV (SE) = 934.03

INV (S) = 933.63

DRAIN

TOP = 935.73

DRAIN

TOP = 939.86

(FULL OF DEBRIS)

2 - 8" CLAY

(FULL OF SILT)

INV = 940.30

INV = 940.41

" C

12" CONC

6" CONC

8" C

4" PVC

. S

EX. WATERLINE (PER RECORDS)

EX. SIGN

BENCHMARK

CROSS NOTCH

N: 639,721.61 E: 1,474,256.80

ELEV = 954.79

CONTROL POINT

CROSS NOTCH

N: 639520.88 E: 1474265.37

06.30.2025 DTW

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

NOTE:

UNDERGROUND UTILITIES ARE PLOTTED FROM A

COMPILATION OF AVAILABLE RECORD INFORMATION AND

SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND

MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE

EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES

CANNOT BE VERIFIED. CONTRACTOR IS REQUIRED TO HIRE A

PRIVATE LOCATOR TO DETERMINE LOCATIONS OF

UNDERGROUND UTILITIES BEFORE ANY PERIOD OF

EXCAVATION OR CONSTRUCTION ACTIVITY.

0 205 10

H :\2

D W

G \C ha pe l\_ Sh ee ts

C ha pe l.d w g, /2 7/

M , A nd re w B er nh ar d

C200

SURVEY BASEMAP

SITE

VICINITY MAP

N.T.S

NOTES:

1. SOURCE DOCUMENTS AS NOTED.

2. PROJECT COORDINATES ARE BASED ON THE OHIO STATE PLANE COORDINATE

SYSTEM.

3. ALL ELEVATIONS ARE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) AS ESTABLISHED FROM A GPS SURVEY ORIGINATING ON ODOT CORS

STATION "OHDT" USING GEOID CONUS 18 WITH REFERENCE TO NGS MONUMENT

JZ3661 WITH A POSTED ELEVATION OF 737.56.

4. SITE BENCHMARK AS SHOWN HEREON.

LEGEND

BENCHMARK (CROSS NOTCH)

ELECTRIC OUTLET

LIGHT POST

PULL BOX

TRANSFORMER

WATER VALVE

FIRE HYDRANT

SPIGOT

SANITARY MANHOLE

INLET

STORM MANHOLE

YARD DRAIN

DOWN SPOUT

DECIDUOUS TREE

GUARD POST

SOIL BORING

SIGN (SINGLE POST)

BUSH LINE

UNDERGROUND ELECTRIC

UNDERGROUND STEAM LINE

WATER LINE

SANITARY SEWER

STORM SEWER

ASPHALT

CONCRETE

LANDSCAPE

Ch ap el

Sh ee ts \2

Ch ap el

.d w g, /2 7/

, a be rn

EOEOEOEO

" C

6" PVC

6" CONC

8" C

4" PVC

15" 18"

21"

06.30.2025 DTW

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

NOTE:

UNDERGROUND UTILITIES ARE PLOTTED FROM A

COMPILATION OF AVAILABLE RECORD INFORMATION AND

SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND

MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE

EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES

CANNOT BE VERIFIED. CONTRACTOR IS REQUIRED TO HIRE A

PRIVATE LOCATOR TO DETERMINE LOCATIONS OF

UNDERGROUND UTILITIES BEFORE ANY PERIOD OF

EXCAVATION OR CONSTRUCTION ACTIVITY.

0 205 10

H :\2

D W

G \C ha pe l\_ Sh ee ts

C ha pe l.d w g, /2 7/

M , A nd re w B er nh ar d

DEMOLITION LEGEND

REMOVE CONCRETE

SAWCUT LINE

CODED NOTES

SAWCUT EXISTING SIDEWALK AT NEAREST JOINT

EXISTING STAIRS TO REMAIN

EXISTING SANITARY TO REMAIN. DO NOT DISTURB

EXISTING WATER LINE TO REMAIN. DO NOT

DISTURB

EXISTING SIGN TO REMAIN

EXISTING SANITARY LINE TO BE REMOVED

C300

DEMOLITION PLAN

Ch ap el

Sh ee ts \2

M O0

C ha pe l.d w g, /2 7/

, a be rn

EOEOEOEO

" C

6" CONC

8" C

4" PVC

15" 18"

21"

103A

101A

100A

06.30.2025 DTW

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

NOTE:

UNDERGROUND UTILITIES ARE PLOTTED FROM A

COMPILATION OF AVAILABLE RECORD INFORMATION AND

SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND

MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE

EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES

CANNOT BE VERIFIED. CONTRACTOR IS REQUIRED TO HIRE A

PRIVATE LOCATOR TO DETERMINE LOCATIONS OF

UNDERGROUND UTILITIES BEFORE ANY PERIOD OF

EXCAVATION OR CONSTRUCTION ACTIVITY.

0 205 10

H :\2

D W

G \C ha pe l\_ Sh ee ts

C ha pe l.d w g, /2

P M

, A nd re w

B er nh ar d

CODED NOTES

CONNECT TO EXISTING SIDEWALK1

C400

LOCATION PLAN

PROPOSED LEGEND

CATCH BASIN

STORM SEWER CLEANOUT

CONCRETE WALK

C100

Ch ap el

Sh ee ts \2

C ha pe l.d w g, /2

, a be rn

EOEOEOEO

" C

6" CONC

8" C

4" PVC

15" 18"

21"

103A

101A

100A

43' - 6" STM @ 1.50%48' - 6" STM @ 1.50%

19' - 6" STM

1.54%

12' - 6" STM

@ 2.50%

35' - 6" STM@ 8.54%

43' - 6" STM @ 1.50%

30' - 6" STM @ 1.50%

5' - 6" STM

@ 1.50%

19' - 6" STM

@ 7.99%

24' - 6" STM

@ 5.36%

28' - 6" SAN@ 2.00%

41' - 6" STM

4.69%

06.30.2025 DTW

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

NOTE:

UNDERGROUND UTILITIES ARE PLOTTED FROM A

COMPILATION OF AVAILABLE RECORD INFORMATION AND

SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND

MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE

EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES

CANNOT BE VERIFIED. CONTRACTOR IS REQUIRED TO HIRE A

PRIVATE LOCATOR TO DETERMINE LOCATIONS OF

UNDERGROUND UTILITIES BEFORE ANY PERIOD OF

EXCAVATION OR CONSTRUCTION ACTIVITY.

0 205 10

H :\2

D W

G \C ha pe l\_ Sh ee ts

C ha pe l.d w g, /2

P M

, A nd re w

B er nh ar d

CODED NOTES

CONNECT TO EXISTING CATCH BASIN.

UTILITY CROSSING. MAINTAIN 18' VERTICAL

CLEARANCE. CONTRACTOR TO VERIFY DEPTH

AND LOCATION PRIOR TO CONSTRUCTION.

TIE BUILDING DOWNSPOUT INTO PROPOSED

STRUCTURE

C500

UTILITY PLAN

PROPOSED LEGEND

STORM SEWER PIPE

CATCH BASIN

STORM SEWER CLEANOUT

SANITARY SEWER PIPE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

STM

SAN

Ch ap el

Sh ee ts \2

Ch ap el

.d w g, /2 7/

, a be rn

STM 104 - EX

2.0

1.8

1.3

0.8

0.2

9.9

9.1

7.2

6.2

0+00 1+00 1+95.23

STM 202 - EX

SAN A - EX

STM 103A - 103

0.7

0.3

0.1

0.0

7.9

6.5

0+00 1+00 1+28.74

1.1

1.3

0+00 0+25.28

43' - 6" STM @ 1.50%

O U

W R

O U

U T

48' - 6" STM @ 1.50% 19' - 6" STM @ 1.54%

O U

U T

V O

U T=

U T

24' - 6" STM @ 5.36%

43' - 6" STM @ 1.50%

O U

W R

O U

U T

30' - 6" STM @ 1.50%

O U

N W

U T

35' - 6" STM @ 8.54%

O U

S R

O U

103A

5' - 6" STM @ 1.50%

O U

U T

V O

U T=

2" ) N

S E

O D

O T

C B

N O

. 3 B

V O

U T=

2" ) N

S E

O D

O T

C B

N O

. 3 B

STM 100A - 100

STM 101A - 101

9.6

7.0

0+00 0+47.81

6" SAN

APPROXIMATE LOCATION OF EX.

WATER LINE. CONTRACTOR TO VERIFY

DEPTH AND LOCATION PRIOR TO

CONSTRUCTION. LOWER WATERLINE

TO PROVIDE MINIMUM18" VERTICAL

CLEARANCE FROM STORM SEWER IF

NECESSARY.

EX. 15" SAN

APPROXIMATE LOCATION OF EX.

WATER LINE. CONTRACTOR TO VERIFY

DEPTH AND LOCATION PRIOR TO

CONSTRUCTION. MAINTAIN MINIMUM 18"

VERTICAL CLEARANCE

O U

N W

U T

28' - 6" SAN @ 2.00%

(1 5"

) S

V O

U T=

5" ) N

O D

O T

M H

N O

. 3 R

9.6

9.0

0+00 0+31.69

9.0

7.5

0+00 0+38.76

O U

U T

O U

W R

O U

101A

12' - 6" STM @ 2.50%

O U

U T

O U

N W

U T

100A

19' - 6" STM @ 7.99%

V O

U T=

U T

41' - 6" STM @ 4.69%

APPROXIMATE LOCATION OF EX.

WATER LINE. CONTRACTOR TO VERIFY

DEPTH AND LOCATION PRIOR TO

CONSTRUCTION. LOWER WATERLINE

TO PROVIDE MINIMUM18" VERTICAL

CLEARANCE FROM STORM SEWER IF

NECESSARY.

6" STM

06.30.2025 DTW

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

NOTE:

UNDERGROUND UTILITIES ARE PLOTTED FROM A

COMPILATION OF AVAILABLE RECORD INFORMATION AND

SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND

MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE

EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES

CANNOT BE VERIFIED. CONTRACTOR IS REQUIRED TO HIRE A

PRIVATE LOCATOR TO DETERMINE LOCATIONS OF

UNDERGROUND UTILITIES BEFORE ANY PERIOD OF

EXCAVATION OR CONSTRUCTION ACTIVITY.

H :\2

D W

G \C ha pe l\_ Sh ee ts

C ha pe l.d w g, /2

P M

, A nd re w

B er nh ar d

C501

UTILITY PROFILES

Ch ap el

Sh ee ts \2

Ch ap el

.d w g, /2 7/

, a be rn

EOEOEOEO

" C

6" CONC

8" C

4" PVC

15" 18"

21"

103A

101A

100A

940.56± ME

940.46± ME

940.58± ME

940.40± ME

940.50± ME

940.59± ME

940.29± ME

940.26± ME

940.39± ME

940.55± ME

940.33± ME

940.27± ME

940.52± ME

940.55± ME

941.16± ME

940.99± ME

940.98± ME

941.00± ME 941.66 RIM

941.17 RIM

941.19 RIM940.23 RIM

940.68 RIM

940.60 RIM

938.10 RIM

940.57 RIM

940.68 RIM

940.91 RIM

SF SF

940.51± ME

940.78 RIM

940.00 RIM

06.30.2025 DTW

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

NOTE:

UNDERGROUND UTILITIES ARE PLOTTED FROM A

COMPILATION OF AVAILABLE RECORD INFORMATION AND

SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND

MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE

EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES

CANNOT BE VERIFIED. CONTRACTOR IS REQUIRED TO HIRE A

PRIVATE LOCATOR TO DETERMINE LOCATIONS OF

UNDERGROUND UTILITIES BEFORE ANY PERIOD OF

EXCAVATION OR CONSTRUCTION ACTIVITY.

0 205 10

H :\2

D W

G \C ha pe l\_ Sh ee ts

G R

C ha pe l.d w g, /2 7/

M , A nd re w B er nh ar d

C600

GRADING PLAN

SPOT ELEVATION LEGEND

MANHOLE / CLEANOUT RIM ELEVATION

MATCH EXISTING ELEVATION

1215.00 RIM

1215.00 ME

PROPOSED EROSION CONTROL LEGEND

INLET PROTECTION

SILT FENCE

CONCRETE WASHOUT

CONSTRUCTION ENTRANCE

CWO

GRADING LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED SPOT ELEVATION

1215.00

CWO

C701

Ch ap el

Sh ee ts \2

C ha pe l.d w g, /2

, a be rn

KLEINGERS

GROUP

THE www.kleingers.com

CIVIL ENGINEERING

SURVEYING

LANDSCAPE

ARCHITECTURE

West Chester, OH 45069 513.779.7851

6219 Centre Park Dr.

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

VA Dayton Renovate Catholic Chapel B119

552-22-201Office of Construction and Facilities Management

100% BID DOCUMENTS 22039.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date AMB

DAYTON, OHIO

H :\2

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EROSION CONTROL NOTES

C700

PROJECT DATA

PROJECT DESCRIPTION

BUILDING ADDITION AND ASSOCIATED PEDESTRIAN CONNECTIONS.

LATITUDE: N 39°44'34.73"

LONGITUDE: W 84°15'29.84"

ESTIMATED CONSTRUCTION DATES: 03/01/2025 - 03/02/2026

TOTAL SITE AREA: 0.38 ACRES

TOTAL DISTURBED AREA: 0.06 ACRES

EXISTING IMPERVIOUS AREA: 0.19 ACRES

PROPOSED IMPERVIOUS AREA: 0.06 ACRES

TOTAL IMPERVIOUS AREA AFTER CONSTRUCTION: 0.25 ACRES

INCREASE IN IMPERVIOUS AREA: 31.6%

PRE-CONSTRUCTION RUNOFF COEFFICIENT : C=0.60

POST-CONSTRUCTION RUNOFF COEFFICIENT: C=0.69

IMMEDIATE RECEIVING WATER/MS4: UNNAMED TRIBUTARY TO THE MIAMI RIVER

ULTIMATE RECEIVING STREAM: MIAMI RIVER

EXISTING LAND USE: LIBRARY

SOILS: MIAMIAN-URBAN LAND COMPLEX, UNDULATING

CONSTRUCTION SEQUENCE

TO COMPLETE THE EXCAVATION AND CONSTRUCTION OF THE PROPOSED JOB IMPROVEMENTS, COORDINATION OF THE CONTRACTOR'S WORK CREWS WILL BE REQUIRED. THE EXISTING DITCHES WILL PERFORM TEMPORARY SEDIMENT CONTROL AND STORAGE DURING THE PROPOSED CONSTRUCTION. WORK WILL GENERALLY PROCEED FROM DOWNSTREAM TO UPSTREAM IN THESE

WORK AREAS. THE GENERAL CONSTRUCTION SEQUENCE IS AS FOLLOWS:

A) INSTALL EROSION CONTROL ITEMS.

B) STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL THROUGH THE INCREMENTAL WORK AREA.

C) INSTALL TEMPORARY DITCH CHECKS IN DOWNSTREAM END OF EXISTING DITCH WITHIN 24 HOURS FOLLOWING THE

STRIPPING OPERATION.

D) IF U/G PIPE IS CALLED FOR IN THIS PORTION OF WORK AREA, PIPE CREW WILL INSTALL PIPE AS WELL AS MANHOLES.

E) AS PIPE INSTALLATION PROGRESSES, REPAIR OF THE ROADWAY WILL PROCEED BEHIND IT.

F) ANY DISTURBED OR EXPOSED AREAS SHALL BE STABILIZED PER OEPA TEMPORARY AND PERMANENT STABILIZATION

REGULATIONS INCLUDING:

1. SEEDING

2. DITCH MATTING

3. INLET PROTECTION

4. MULCHING

5. WATERING

EMERGENCY ACTION & SPILL PREVENTION PLAN

THE SCOPE OF WORK COVERED BY THIS PLAN INCLUDES EMERGENCY RESPONSE TO SPILLS, CONTAINMENT OF SPILLED LIQUIDS, EMERGENCY NOTIFICATION NUMBERS, AND SOIL EXCAVATION FOR SPILL CLEAN-UP.

IN THE EVENT OF A SPILL EVENT THE EMPLOYEE SHALL ASSESS THE SPILL AND IMMEDIATELY NOTIFY THE SAFETY OFFICER AND

SUPERVISOR IN CHARGE, OR OTHER INDIVIDUALS AS LISTED BELOW.

TITLE NAME PHONE NUMBER

SITE SUPERINTENDENT ______________________________________________________________________________

PROJECT ENGINEER ______________________________________________________________________________

IMMEDIATELY AFTER NOTIFICATION, THE EMPLOYEE WILL BE DIRECTED BY THE SAFETY OFFICER, OR RESPONSIBLE PARTY TO START CONTAINMENT PROCEDURES TO PREVENT THE MATERIAL FROM REACHING THE STORM SEWERS, DRAINAGE DITCH, AND OTHER OUTLETS USING THE FOLLOWING ACTIONS OR ANY OTHER MEANS NECESSARY WITHOUT COMPROMISING WORKER SAFETY:

1) CLEAR PERSONNEL FROM THE SPILL AREA AND ROPE OFF AREA.

2) STOP THE SPILL.

3) USE SORBENT MATERIALS, PLUG PUTTY, OR HOLE PUTTY AS NECESSARY TO CONTROL THE SPILL AT THE SOURCE.

4) CONSTRUCT A TEMPORARY CONTAINMENT DIKE OF SORBENT MATERIALS OR DIRT TO CONTAIN SPILL.

SPILL KITS WILL BE LOCATED ON THE PROJECT AS DESIGNATED ON THE SWPPP PLAN.

UPON COMPLETION OF CONTAINMENT OPERATIONS, PROPER CLEAN-UP PROCEDURES WILL BE IMPLEMENTED IN ACCORDANCE WITH

REGULATORY PROCEDURES.

IF THE SPILL EXCEEDS 25 GALLONS, THE FOLLOWING ORGANIZATIONS SHALL BE CONTACTED WITHIN 30 MINUTES OF THE INCIDENT:

EMERGENCY CONTACTS:

OHIO EPA EMERGENCY RESPONSE CENTER 800-282-9378 (24-HOUR PHONE NO.)

GENERAL NOTES

THE CONTRACTOR IS HEREBY ADVISED THAT STRICTER POLLUTION CONTROL STANDARDS AND ENFORCEMENT HAVE BEEN IMPOSED BY THE OHIO EPA SINCE MARCH 10, 2003 AND WITH REVISIONS IN APRIL 2018 AND IN APRIL 2023. ALSO, MANY PRIVATE CITIZEN ENVIRONMENTAL GROUPS, WHO HAVE BEEN KNOWN TO FILE CIVIL LEGAL ACTIONS, ARE PRESENT IN THE AREA AND OBSERVE ALL

CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL INFORM ALL SUBCONTRACTORS OF THE REQUIREMENTS AND RESPONSIBILITIES OF THE SWPPP AND

SHALL DOCUMENT ALL SUCH NOTIFICATIONS AND/OR DISCUSSIONS.

THE CONTRACTOR WILL BE REQUIRED TO PARTICIPATE IN SEDIMENT AND EROSION CONTROL INSPECTIONS ON A WEEKLY BASIS AND

SIGN AN APPROVED INSPECTION SHEET THAT SHALL BE KEPT ON FILE AT THE JOB SITE.

UNLESS OTHERWISE NOTED, STANDARDS AND SPECIFICATIONS ESTABLISHED IN THE LATEST EDITION OF THE OEPA "RAINWATER AND LAND DEVELOPMENT" HANDBOOK SHALL GOVERN THE EROSION AND SEDIMENT CONTROL INSTALLATIONS SPECIFIED ON THIS

PLAN.

THIS PROJECT WILL INVOLVE SEVERAL CONSTRUCTION PHASES AND SEQUENCING THROUGHOUT ITS LIFETIME. IT IS VERY IMPORTANT THAT ALL TEMPORARY SEDIMENT AND EROSION CONTROL (S&EC) FIELD METHODS ALONG WITH THIS PLAN, ARE UPDATED TO REFLECT THE ACTUAL FIELD CONDITIONS, CURRENT WEATHER CONDITIONS AND SITE GRADE CHANGES. THE

ENGINEER OR THE OHIO EPA CAN AND WILL MODIFY THIS PLAN AS NECESSARY.

THE CONTRACTOR WILL VOLUNTARILY SELF REPORT ANY POTENTIAL VIOLATIONS OF THE OEPA NPDES PERMIT TO THE ENGINEER

AND THE OEPA.

THE CONTRACTOR SHALL REMOVE EXISTING GROUND COVER ONLY AS NECESSARY FOR THE PROJECT PHASE CURRENTLY UNDER

CONSTRUCTION.

CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF ACCORDING TO OHIO EPA REQUIREMENTS.

THE CONTRACTOR WILL BE REQUIRED TO BUILD SEDIMENT BASINS OR SEDIMENT TRAPS OR USE EQUAL METHODS TO DETAIN AND CLEAN WATER TO ACCEPTABLE EPA STANDARDS BEFORE RELEASING THE WATER BACK INTO THE STREAM.

THERE SHALL BE NO TURBID DISCHARGES TO SURFACE WATERS, RESULTING FROM DEWATERING ACTIVITIES. SEDIMENT-LADEN WATER MUST PASS THROUGH A SETTLING POND, FILTER BAG, OR OTHER COMPARABLE PRACTICE, PRIOR TO DISCHARGE.

NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF.

ALL PROCESS WASTEWATER (EQUIPMENT WASHING, LEACHATE FROM ON-SITE WASTE DISPOSAL, ETC.) SHALL BE COLLECTED AND

DISPOSED OF AT A PUBLICLY OWNED TREATMENT WORKS.

ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH ALL LOCAL EROSION/SEDIMENT CONTROL, WASTE DISPOSAL, SANITARY AND

HEALTH REGULATIONS.

OTHER EROSION CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND IMPLEMENTATION OF ADDITIONAL EROSION CONTROL ITEMS, AT THE ENGINEER'S

DISCRETION.

NO SOIL, ROCK, DEBRIS OR OTHER MATERIAL SHALL BE DUMPED OR PLACED IN ANY AREAS NOT ADEQUATELY PROTECTED BY

EROSION CONTROL INSTALLATIONS.

IT IS PREFERRED TO USE PERMANENT EROSION CONTROL ITEMS AS SHOWN IN THE PLANS TO CONTROL CONSTRUCTION POLLUTION WHEN POSSIBLE. OTHERWISE, THE TEMPORARY POLLUTION PREVENTION ITEMS ARE TO BE USED.

MOST TEMPORARY S&EC METHODS, INCLUDING BUT NOT LIMITED TO, SILT FENCE AND DITCH CHECKS MAY ALL HAVE TO BE PERIODICALLY REMOVED AND REPLACED, OR MOVED FROM THE EXISTING ROAD DITCH OR STRIPPED AREAS AS WORK PROGRESSES. ANY CHANGES SHALL BE NOTED IN THE PLAN BY RED LINE AND DATED ON A CORRECTIVE ACTION LOG.

ALL TEMPORARY SEDIMENT CONTROLS AND STORM WATER QUALITY METHODS WILL BE BUILT/INSTALLED AS THE PROJECT PROGRESSES TO ELIMINATE UNNECESSARY DISTURBANCE AND REDUNDANCY. ALL TEMPORARY CONTROLS SHALL BE IN PLACE AND

FUNCTIONING PROPERLY WHEN THREATENING WEATHER IS IMMINENT.

"TEMPORARY STABILIZATION" MEANS THE ESTABLISHMENT OF TEMPORARY VEGETATION, MULCHING, GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION AND OTHER TECHNIQUES CAPABLE OF QUICKLY ESTABLISHING COVER OVER DISTURBED

AREAS TO PROVIDE EROSION CONTROL BETWEEN CONSTRUCTION OPERATIONS.

"PERMANENT STABILIZATION" MEANS THE ESTABLISHMENT OF PERMANENT VEGETATION, DECORATIVE LANDSCAPE MULCHING, MATTING, SOD, RIP RAP AND LANDSCAPING TECHNIQUES TO PROVIDE PERMANENT EROSION CONTROL ON AREAS WHERE CONSTRUCTION OPERATIONS ARE COMPLETE OR WHERE NO FURTHER DISTURBANCE IS EXPECTED FOR AT LEAST A YEAR.

OFF-SITE TRACKING OF SEDIMENTS SHALL BE MINIMIZED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL PAVED STREETS ADJACENT TO THE SITE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE

COVERED WITH A TARP.

STABILIZATION PRACTICES

PERMANENT SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SET FORTH IN PART II.B OF

OHIO EPA PERMIT NO.: OHC000006. (SEE TABLE 1)

ALL TEMPORARY EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE REMOVED WHEN 70% VEGETATION HAS BEEN

REACHED.

SEEDING & MULCHING

MULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 7 DAYS OF GRADING IF THE AREA IS TO REMAIN DORMANT (UNDISTURBED) FOR MORE THAN 14 DAYS OR ON AREAS AND PORTIONS OF THE SITE

WHICH CAN BE BROUGHT TO FINAL GRADE.

MULCH SHALL CONSIST OF UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 2 TONS/AC. OR 90 LB./1000 SQ. FT. (TWO TO THREE BALES). THE STRAW MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THE SOIL SURFACE IS COVERED.

FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1000-SQ.-FT. SECTIONS AND PLACE TWO

45-LB. BALES OF STRAW IN EACH SECTION.

MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR RUNOFF. THE FOLLOWING ARE ACCEPTABLE METHODS

FOR ANCHORING MULCH:

1) MECHANICAL-USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH OR ANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOT BE FINELY CHOPPED BUT BE LEFT GENERALLY LONGER THAN

6 IN.

2) MULCH NETTINGS-USE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, FOLLOWING ALL PLACEMENT AND ANCHORING SUGGESTIONS. USE IN AREAS OF WATER CONCENTRATION AND STEEP SLOPES TO HOLD MULCH IN PLACE.

3) SYNTHETIC BINDERS-FOR STRAW MULCH, SYNTHETIC BINDERS SUCH AS ACRYLIC DLR (AGRI-TAC), DCA-70, PETROSET, TERRA TACK OR EQUAL MAY BE USED AT RATES RECOMMENDED BY THE MANUFACTURER. ALL APPLICATIONS OF SYNTHETIC BINDERS MUST BE CONDUCTED IN SUCH A MANNER WHERE THERE IS NO CONTACT WITH WATERS OF THE

STATE.

4) WOOD CELLULOSE FIBER - WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW. THE FIBER BINDER SHALL BE APPLIED AT A NET DRY WEIGHT OF 750 LB./ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED WITH WATER AND THE

MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LB./100 GAL. OF WOOD CELLULOSE FIBER.

STOCKPILE

SILT FENCING SHALL BE INSTALLED AROUND TEMPORARY SPOIL STOCKPILES. THESE STOCKPILES SHALL BE STRAW MULCHED AND/OR TEMPORARILY SEEDED WITHIN 7 WORKING DAYS IF LEFT DORMANT FOR 14 DAYS OR LONGER.

TIMING OF CONTROLS/MEASURES

AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, CONSTRUCTION ENTRANCE(S) AND SILT FENCE WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. SEDIMENT CONTROL DEVICES SHALL BE IMPLEMENTED FOR ALL AREAS REMAINING DISTURBED LONGER THAN 14 DAYS AND/OR WITHIN 7 DAYS OF ANY GRUBBING ACTIVITIES. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 2 DAYS OF THE LAST DISTURBANCE IF THE AREA IS WITHIN 50 FEET OF A STREAM, AND WITHIN 7 DAYS OF THE LAST DISTURBANCE IF THE AREA IS MORE THAN 50 FEET AWAY FROM A STREAM. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE ENTIRE SITE IS

STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE BASIN.

INSPECTIONS

ALL BMPS ON THIS SITE SHALL BE INSPECTED BY "QUALIFIED INSPECTION PERSONNEL" ASSIGNED BY THE CONTRACTOR OR DESIGNATED REPRESENTATIVE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND BY THE END OF THE NEXT CALENDAR DAY, EXCLUDING WEEKENDS AND HOLIDAYS UNLESS WORK IS SCHEDULED, AFTER…

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