PVCC 260-B2260-072 M22PV116 Project Drawings 240108.pdf

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Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001

SPECTRUMPC.COM

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8.

22100

VA DOE / STATE PROJECT NO.:

SPECTRUM PROJECT NUMBER:

PC #260-B2260-072 (M22PV116) BID DOCUMENTS

01.08.2024

501 COLLEGE DRIVE |CHARLOTTESVILLE, VA 22902

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PROJECT PHASE:

PROJECT DATE:

INDEX OF DRAWINGS:

CIVIL

T001 COVER SHEET

C101 C102 C103 C104 C501

EXISTING CONDITIONS

GENERAL NOTES

PLAN & PROFILE

PLAN & PROFILE

DETAILS

COVER SHEET

T001

GENERAL PROJECT INFORMATION

SCALE: N.T.S.

PROJECT VICINITY

SCALE: N.T.S.

PROJECT LOCATION

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SCALE: N.T.S.

PROJECT SITE MAP

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SITE INFORMATION

TAX MAP NO.: 077E1-00-00-001B0

ZONING: R1 RESIDENTIAL

FLOOD ZONE: N/A

PERMIT AUTHORITY: ALBEMARLE COUNTY

OWNER INFORMATION

OWNER/AUTHORIZED AGENT: VIRGINIA COMMUNITY COLLEGE SYSTEM (VCCS)

PHONE: (804) 819-4901

OWNER'S ADDRESS: 300 ARBORETUM PLACE, SUITE 200

RICHMOND, VA

23236

STATE BUILDING OFFICIAL APPROVAL STAMP

CAMPUS MAP

VIRGINIA COMMUNITY COLLEGE SYSTEM

PIEDMONT VIRGINIA COMMUNITY COLLEGE

REPLACE UNDERGROUND

WATERLINE

01/08/2024

APPLICABLE BUILDING CODES

2023 CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL, REVISION 0

2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE

2018 INTERNATIONAL PLUMBING CODE

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V. EARL DICKINSON BUILDING

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LOT 4 STUDENT PARKING

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KEATS SCIENCE BUILDING

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LOT 3 STUDENT PARKING

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PLAYING FIELDS

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OVERFLOW STUDENT PARKING

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COLLEGE DRIVE

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LOT 1

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MAIN BUILDING

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STULTS CENTER FOR BUSINESS AND CAREER DEVELOPMENT

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PROJECT

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LOT 2 STUDENT PARKING AFTER 6:30 PM

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PROJECT LOCATION

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PROJECT LOCATION

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PROJECT LOCATION

FFE = 509.81'

MAINTENANCE

FACILITY

TOPOGRAPHIC LIMITS - APRIL 3, 2023

STATE ROUTE 388

COLLEGE DRIVE

NO RIGHT-OF-WAY

SHEET NUMBER:

SHEET REVISIONS:

SHEET ISSUE DATE:

SHEET NAME:

DRAWN BY:CHECKED BY:PROJ. MGR.:

KEY PLAN:

PROJECT PHASE:

Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001

SPECTRUMPC.COM

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01.08.2024

BID DOCUMENTS

MAR AGAGEG

PIEDMONT VIRGINIA

COMMUNITY COLLEGE

REPLACE

UNDERGROUND

WATERLINE

SPECTRUM DESIGN PROJECT NO.: 22100

PC #260-B2260-072 (M22PV116)STATE PROJECT NO.:

AHJ APPROVAL STAMP

EXISTING CONDITIONS

C101

NOTES:

1. THIS TOPOGRAPHIC MAP OF A PORTION OF 077E1-00-00-001B0 - PROPERTY OF

THE COMMONWEALTH OF VIRGINIA STATE BOARD - C/O PIEDMONT VIRGINIA

COMMUNITY COLLEGE WAS COMPLETED BY COMMONWEALTH LAND

SURVEYING, LLC UNDER THE DIRECT AND RESPONSIBLE CHARGE OF DAVID

JORDAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;

THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON APRIL 3, 2023

AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING

METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE

NOTED.

2. VERTICAL DATUM: NAVD 83. CONTOUR INTERVAL: 1'

3. THE TOPOGRAPHIC SURVEY WAS PREPARED FOR SPECTRUM DESIGN, PC.

4. THE SUBJECT PROPERTY APPEARS TO BE SITUATED WITHIN AN AREA OF

MINIMAL FLOOD HAZARD ZONE "X" (UNSHADED) AS SHOWN ON COMMUNITY

PANEL NO. 51003C0278D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005.

5. NO TITLE REPORT FURNISHED IN THE PREPARATION OF THIS PLAT. THUS

EASEMENTS AND ENCUMBRANCES MAY EXIST THAT ARE OTHERWISE

UNKNOWN.

6. A MISS UTILITY TICKET WAS SUBMITTED, NUMBER A307501819, ON MARCH 16,

2023, WITH A DUE DATE OF MARCH 21, 2023 AND AN EXPIRATION DATE OF APRIL

7, 2023. THE SUBSURFACE UTILITIES IDENTIFIED AS UNDERGROUND ELECTRIC

AND NATURAL GAS SHOWN HEREON WERE FIELD LOCATED AND BASED ON THE

DESIGNATED LOCATIONS AS MARKED BY MISS UTILITY. THE SUBSURFACE

UTILITY IDENTIFIED AS ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)

WATERLINE WAS BASED ON UTILITY RECORDS PROVIDED BY ACSA AND WERE

DASHED ON ACCORDING TO RECORD.

& DEMOLITION PLAN

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EX. DI TOP=473.30 15" INV. OUT=470.15

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EX. CAMERA POLE & ELECTRICAL UTILITY BOX

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EX. LIGHT POLE

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EX. UNDERGROUND ELECTRIC UTILITY LINE (TYP.)

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EX. TREELINE (TYP.)

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EX. GAS TANK

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EX. SCO TO BE REPLACED

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APPROXIMATE LOCATION EX. WATERLINE TO BE REPLACED

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EX. RIP-RAP CHANNEL

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EX. PAVED CHANNEL

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EX. SDMH TOP=468.27 15" INV. IN=463.37 24" INV. OUT=459.27

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EX. DI TOP=468.27 15" INV. IN=463.81 (2) 15" INV. OUT=N/A

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EX. DI TOP=473.30 15" INV. OUT=470.15

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EX. DI TOP=473.46 15" INV. OUT=469.36

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EX. ELECTRICAL UTILITY BOX

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EX. WATER METER

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EX. F.H. & VALVE

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EX. WATER VALVE

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EX. WATER VALVE

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EX. DI

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EX. DI

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EX. GAS LINE

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EX. 12" DI WATERLINE

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APPROXIMATE LOCATION EX. WATERLINE TO BE REPLACED

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LOT 4

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LOT 3

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MATCHLINE: SEE CONTINUATION BELOW

MATCHLINE: SEE CONTINUATION ABOVE

SHEET NUMBER:

SHEET REVISIONS:

SHEET ISSUE DATE:

SHEET NAME:

DRAWN BY:CHECKED BY:PROJ. MGR.:

KEY PLAN:

PROJECT PHASE:

Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001

SPECTRUMPC.COM

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01.08.2024

BID DOCUMENTS

MAR AGAGEG

PIEDMONT VIRGINIA

COMMUNITY COLLEGE

REPLACE

UNDERGROUND

WATERLINE

SPECTRUM DESIGN PROJECT NO.: 22100

PC #260-B2260-072 (M22PV116)STATE PROJECT NO.:

AHJ APPROVAL STAMP

GENERAL NOTES

C102

GENERAL NOTES

STANDARDS: All materials and methods shall comply with the applicable standards of the American Society of Testing and Materials (ASTM), American National Standards Institute (ANSI), Virginia Department of Transportation (VDOT), Virginia Soil & Water Conservation District (DSWC), Virginia Erosion and Sediment Control Handbook (ESC Handbook), Commonwealth of Virginia Department of Health (VDH) and the 2022 CPSM, Rev. 1. Recommendations of applicable materials manufacturers shall also be followed as part of this Contract.

PLANS, PERMITS, INSPECTION, VERIFICATION: The Contractor shall be responsible for obtaining any and all necessary permits, including fees. No work shall begin on this project without written approval of Construction Documents from PVCC/VCCS. An approved set of Construction Documents shall be available on-site at all times while work is in progress. All work shall be subject to inspection by PVCC/VCCS. Contractor shall verify and be responsible for all dimensions on site.

STAKING: Stake or flag alignment for PVCC approval prior to construction.

FIELD CORRECTIONS: Field corrections shall be approved by the Architect prior to such construction.

DEBRIS: Construction debris shall be containerized in accordance with the Virginia Litter Control Act. No less than one litter receptacle shall be provided on site. All damaged material or surplus excavated material not suitable for use as fill, backfill or topsoil shall become the property of the Contractor to dispose of offsite as he wishes, without injury to the Owner or any individual.

EXISTING SIGNS: Any existing signs shall be moved if necessary to meet all applicable state and local ordinances including conformance in design and placement with the Virginia Supplement to the Manual on Uniform Traffic Control Devices, latest edition (edge of signs shall be 12' off edge of pavement or 6' off shoulder or 2' behind face of curb; clear height shall be 7' above grade).

CLEANUP & RESTORATION: Keep the construction site neat, clean and orderly at all times. Cleanup shall be vigorous and continuous to minimize hazards or obstructions.

Materials at the site shall be stored in a neat and orderly manner. All damaged material shall be removed from the site immediately and disposed of in a proper manner. After trenching, remove all excavated materials unsuitable for, or in excess of, backfill requirements.

Immediately following each portion of the Work as it progresses, by cleanup and restoration, make every reasonable effort to encourage return of the entire surface and all improvements to a pleasant appearance and useful condition appropriate and complementary to the surroundings, and equal or superior to that before construction began.

NOTIFICATION: The Contractor shall notify PVCC, in writing, at least three (3) days prior to any construction, including but not limited to the following:

- Staked/Flagged routing

- Installation of approved erosion control devices

- Water service shut off

- Building service modifications

UNDERGROUND UTILITIES: The Contractor shall verify the location and elevation of all underground utilities shown on the plans in areas of construction prior to starting work. The Engineer shall be contacted immediately:

- if any location or elevation is different from that shown on the plans,

- if there appears to be any conflict, or

- upon discovery of any utility not shown on the plans.

TO MISS UTILITIES CALL "MISS UTILITY" OF VIRGINIA (TOLL FREE) 1-800-552-7001 48 HOURS BEFORE YOU DIG. It shall be the Contractor's responsibility to notify area public utilities of proposed construction, through the above number, at least two but not more than ten working days in advance.]

- Contractor is responsible for scheduling and paying for private utility locating services.

GRADING & TRENCHING NOTES

CLEAR, GRUB & STRIP: All vegetation and overburden including topsoil, organic material and any unsatisfactory soil materials, shall be removed to the extent of grading indicated on the grading plan.

EXISTING FILL: Any existing fill material present on the site shall be removed and replaced with fill as herein specified.

NEW FILL: Fill material shall be satisfactory soil materials be free of rock or gravel larger than two (2) inches in any dimension, debris, waste, frozen materials, organics and other deleterious matter.

BACKFILL: Material, compaction and methods per VDOT requirements.

EXISTING SUBGRADE PREPARATION: Scarify existing subgrade and compact to specifications for new fill below. Bench beneath areas of slopes.

COMPACTION: Fill material shall be placed in lifts not exceeding eight (8) inches and compacted. It shall be the Contractor's responsibility to monitor the quality of compaction and be responsible for adding soil where any subsidence occurs.

TESTING: No testing of compacted soils is required unless poor quality workmanship is observed.

GRADING LIMITS: Transition along the grading limits shall be smooth and uniform and prevent surface water ponding.

Transitions at top and toe of slopes shall be graded smooth with uniformly rounded surfaces.

EROSION CONTROL NOTES

As a linear utility project, this work is exempt from providing erosion control measures. Should conditions onsite change and measures are required, then the following notes shall apply.

STANDARDS: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained in accordance with the minimum standards and specifications outlined by the Virginia Uniform Coding System in the Virginia Erosion and Sediment Control Handbook, latest edition. References to VDOT refer to the Virginia Department of Transportation "Road and Bridge Standards and Specifications," latest edition.

APPROVAL/PERMIT: The Erosion and Sediment Control Plan must be approved and land-disturbing permit obtained prior to any work on the site. Plan approval in no way relieves the Developer or Contractor of the responsibilities contained in state and local erosion and sediment control ordinances/standards.

RIGHT OF ENTRY: Owner/Developer grants right of entry to County personnel for the purpose of monitoring compliance with the Code of Virginia, Erosion and Sediment Control Law (Title 21, Chapter 1, Article 6.1).

DETAILS: All details, unless otherwise referenced, are from the ESC Handbook, which shall supplant these Plans, should a discrepancy exist.

COUNTY MAY REQUIRE MORE ESC: Upon inspection of the erosion control devices the County Inspector may require that further steps be taken to control silt.

DEBRIS: All siltation controls shall be in place prior to clearing, stripping of topsoil or grading and shall remain in place until all disturbed areas have adequate ground cover.

MAINTENANCE & ADJUSTMENT OF ESC MEASURES: Erosion and sediment control measures shall be inspected after each rainfall and daily during periods of prolonged rainfall. The Contractor shall be responsible for maintaining and adjusting or relocating ESC measures or providing any other device or measure needed or required by existing conditions to prevent erosion, mud, or other debris from flowing in or upon the public right-of-way, waterways or abutting properties.

PUBLIC STREETS: The Contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets. It is the Contractor's responsibility to insure that adjacent streets are in a clean, mud and dust free condition at all times.

SEEDING: All cut and fill slopes shall be seeded and mulched as soon as possible after grading. All areas to be landscaped shall be seeded or receive finished surface treatment within seven (7) days of finished grading.

REMOVAL: Erosion control devices shall remain in place until all disturbed areas have adequate ground cover.

DRAINAGE NOTES

NATURAL DRAINAGE: The Contractor shall make provisions at all times to allow natural drainage to flow through the work area with minimum damage to the new construction and NO damage to adjacent property or the existing downstream storm drainage system, whether natural or man-made.

TOPSOILING, SEEDING, PLANTING NOTES

MATERIALS: Topsoil shall be fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from a drained site; free of subsoil, clay or impurities, plants, weeds and roots; minimum pH value of 5.5 and maximum of 7.0.

Seed shall be the following mixture and application rate:

Temporary Seeding for Erosion and Sediment Control: Based on seeding date, use species indicated.

Date Common Name Rate May - Aug.

German Foxtail Millett25#/ac

Sept.- Oct. Annual Rye Grass 30#/ac Nov. - Feb. Winter Rye 25#/ac Mar. - Apr. Annual Rye Grass 30#/ac

Lawns (Permanent Seeding):

Percentage Common Name Rate 90% Turf-Type Tall Fescue 215#/ac 10% Kentucky Bluegrass

(I.E.; Rebel, Rebel 2, Bonanza, Falcon, Mustang, or equivalent) (If seeding out of season and temporary seeding hasn't been done previously, add appropriate temporary seed to above)

*Use seasonal nurse crop in accordance with seeding dates following:

March 01 through May 15 Annual Rye May 16 through August 15 Foxtail Millet August 16 through October 31Annual Rye November 01 through February 28 Winter Rye

Soil Amendments shall be the following materials and application rates:

Lime: Natural dolomitic limestone containing not less than 85% of total carbonates with amaximum of 30% magnesium carbonates, ground so that not less than 90% passes a 100-mesh sieve. Apply three (3) tons/acre (140 lbs/1000 sf) pulverized agricultural lime.

Commercial Fertilizer: Complete fertilizer of neutral character, with some elements derived from organic sources and containing the following percentages of available plant nutrients.

- For lawns, provide fertilizer with the percentage of nitrogen required to provide not less than one(1) pound of actual nitrogen per 100 square feet of lawn area and not less than 4% phosphoricacid and 2% potassium. Provide nitrogen in a form that will be available to lawn during initialperiod of growth: at least 50% of nitrogen shall be organic form.

SOIL PREPARATION: Loosen subgrade of lawn areas to a minimum depth of 4". Remove stones over 1-1/2" in any dimension and sticks, roots, rubbish and other extraneous matter which may hinder preparation, growth and maintenance operations. Limit preparation to areas which will be planted promptly after preparation.

Spread topsoil to the depth required to meet lines, grades and elevations shown (4" min.), after light rolling and natural settlement. Topsoil shall not be spread if the topsoil is either wet or frozen. Add specified soil amendments and mix thoroughly into upper 4" of topsoil. Excess topsoil shall be removed from the site or stored onsite as directed by the Owner.

Fine grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll, rake and drag lawn areas.

Remove ridges and fill depressions as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading.

Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition.

Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior planting.

METHOD OF APPLICATION: Do not use wet seed or seed which is moldy or otherwise damaged in transit or storage. Do not seed within 48 hours of fertilizing. Do not seed when wind velocity exceeds 5 mph.

Apply seed uniformly on seed bed by sowing equal quantity in two directions at right angles to each other with a cyclone seeder, or drill cultipacker seeder on a firm, moist seed bed. Maximum seeding depth should be 1/4 inch on clayey soils and 1/2 inch on sandy soils.

Sow not less than the quantity of seed specified or scheduled.

Rake seed lightly into top 1/4" of soil, roll lightly, and water with a fine spray.

MULCHING: Seeding shall be followed with the application of organic mulch conforming in material and application to Std & Spec 3.35 of the ESC Handbook.

HYDROSEEDING: (permitted in lieu of standard seeding) Apply seed uniformly on a firm, moist seed bed.

Mix specified seed, fertilizer and pulverized mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogenous slurry suitable for hydraulic application.

Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rate.

RECONDITIONING EXISTING LAWNS: Recondition existing lawn areas damaged by Contractor's operations including storage of materials and equipment and movement of vehicles. Also recondition existing lawn areas where minor regrading is required.

ESTABLISHMENT: The Contractor shall water, fertilize, mow and otherwise maintain all seeded areas beginning at installation and going through the third cutting of an established lawn. An established stand shall be uniform in coverage and of the specified mixture. The Contractor shall restore/replace any portion of the seeding and/or mulch work that is found defective or which becomes damaged prior to final acceptance.

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AutoCAD SHX Text WATER NOTES: PIPING MATERIALS: 1. POLYVINYL CHLORIDE (PVC) PIPE: ASTM D2241, SDR-21 (200 PSIG RATED). POLYVINYL CHLORIDE (PVC) PIPE: ASTM D2241, SDR-21 (200 PSIG RATED). 2. PIPE AND FITTINGS SHALL BEAR THE SEAL OF APPROVAL OF THE NATIONAL PIPE AND FITTINGS SHALL BEAR THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION FOR POTABLE WATER SERVICE. 3. PIPE AND FITTINGS SHALL BE OF THE SAME PVC MATERIAL AND SHALL BE PIPE AND FITTINGS SHALL BE OF THE SAME PVC MATERIAL AND SHALL BE ONE OF THE FOLLOWING PIPE/FITTING COMBINATIONS, AS MARKED ON THE PIPE AND FITTING, RESPECTIVELY: PVC 2120/PVC II; PVC 2116/PVC II. SEPARATION: THE CONTRACTOR SHALL COMPLY WITH THE STATE WATERWORKS REGULATIONS PERTAINING TO SEPARATION OF WATER AND SANITARY SEWER. BEDDING: SEE DETAIL 1/C501. INSTALL BEDDING UP TO SPRINGLINE AND HAVE INSPECTED BY PVCC REPRESENTATIVE OR THE A/E PRIOR TO COMPLETING BEDDING. PERFORM TESTING AT THIS TIME TO INSPECT FOR ANY LEAKS. PIPE SHALL BE ADEQUATELY ANCHORED TO PREVENT MOVEMENT DURING TESTING. TESTING: 1. ALLOW 5 DAYS FOR CONCRETE CURING FOR ANY LINE SEGMENT WHERE ALLOW 5 DAYS FOR CONCRETE CURING FOR ANY LINE SEGMENT WHERE THRUST BLOCKS ARE UTILIZED. 2. ADEQUATELY FLUSH ALL LINES PRIOR TO TESTING. ADEQUATELY FLUSH ALL LINES PRIOR TO TESTING. 3. PERFORM HYDROSTATIC TEST AT 200 PSI FOR 2 HOURS OR 50 PSI ABOVE PERFORM HYDROSTATIC TEST AT 200 PSI FOR 2 HOURS OR 50 PSI ABOVE STATIC WATER PRESSURE IN EXCESS OF 150 PSI FOR 2 HOURS. DO NOT EXCEED THE RATED PRESSURE FOR PIPE BEING TESTED. LEAKAGE: 1. THERE SHALL BE NO LEAKAGE VISIBLE. IF SO, PIPE SHALL BE REPAIRED OR THERE SHALL BE NO LEAKAGE VISIBLE. IF SO, PIPE SHALL BE REPAIRED OR REPLACED. ALLOWABLE IMPERCEPTIBLE LEAKAGE SHALL NOT EXCEED 2 QUARTS PER 100 PIPE JOINTS OR FRACTION THEREOF. 2. ALLOW SYSTEM TO STABILIZE PRIOR TO PERFORMING LEAKAGE TEST. ALLOW SYSTEM TO STABILIZE PRIOR TO PERFORMING LEAKAGE TEST. 3. ENSURE ALL AIR IS EXPELLED PRIOR TO TESTING. ENSURE ALL AIR IS EXPELLED PRIOR TO TESTING. 4. EXAMINE VISUALLY ALL VALVES AND FITTINGS FOR LEAKS. EXAMINE VISUALLY ALL VALVES AND FITTINGS FOR LEAKS. DISINFECTION: 1. PRODUCE WRITTEN DOCUMENTATION OF ALL PASSING TESTS. REPEAT FLUSHING PRODUCE WRITTEN DOCUMENTATION OF ALL PASSING TESTS. REPEAT FLUSHING AND TESTING UNTIL 100% OF WORK PASSES. 2. PERFORMANCE IN ACCORDANCE WITH AWWA C651. PERFORMANCE IN ACCORDANCE WITH AWWA C651. 3. DISINFECTION AND BACTERIOLOGICAL TESTING SHALL CONFORM TO VDH DISINFECTION AND BACTERIOLOGICAL TESTING SHALL CONFORM TO VDH WATERWORKS REGULATIONS.

SEQUENCE OF CONSTRUCTION: 1. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES 2. COMPLETE LAND CLEARANCES INSIDE LIMITS OF DISTURBANCE. COMPLETE LAND CLEARANCES INSIDE LIMITS OF DISTURBANCE. 3. INSTALL WATER LINES AND STRUCTURES AND BACKFILL. INSTALL WATER LINES AND STRUCTURES AND BACKFILL. 4. SEED/STRAW DENUDED AREAS. SEED/STRAW DENUDED AREAS. 5. AFTER SOIL STABILIZATION REMOVE ALL ESC MEASURES.AFTER SOIL STABILIZATION REMOVE ALL ESC MEASURES.

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FFE = 509.81'

SCO

MAINTENANCE

FACILITY

480.68

TRV NS BM

SHEET NUMBER:

SHEET REVISIONS:

SHEET ISSUE DATE:

SHEET NAME:

DRAWN BY:CHECKED BY:PROJ. MGR.:

KEY PLAN:

PROJECT PHASE:

Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001

SPECTRUMPC.COM

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01.08.2024

BID DOCUMENTS

MAR AGAGEG

PIEDMONT VIRGINIA

COMMUNITY COLLEGE

REPLACE

UNDERGROUND

WATERLINE

SPECTRUM DESIGN PROJECT NO.: 22100

PC #260-B2260-072 (M22PV116)STATE PROJECT NO.:

AHJ APPROVAL STAMP

PLAN & PROFILE

C103

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4' FROM B/C (TYP.)

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NEW 2" WATERLINE

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NEW 2" WATERLINE

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CONCRETE REPLACEMENT SEE DETAIL 2 ON C501

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CONCRETE REPLACEMENT SEE DETAIL _ ON C501

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EX. GRADE

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2" FLEXIBLE HDPE WATERLINE

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36" MIN. COVER (TYP.)

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NEW SCO

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AutoCAD SHX Text NOTES: 1. WATERLINE SHALL BE 2" DIAMETER. SEE NOTES ON C102 WATERLINE SHALL BE 2" DIAMETER. SEE NOTES ON C102 2. WATERLINE SHALL HAVE A MINIMUM BEND RADIUS OF 50'. WATERLINE SHALL HAVE A MINIMUM BEND RADIUS OF 50'. 3. MISS UTILITY OR OTHER PRIVATE COMPANY TO LOCATE MISS UTILITY OR OTHER PRIVATE COMPANY TO LOCATE UNDERGROUND UTILITIES PRIOR TO WATERLINE INSTALLATION, SCHEDULED AND PAID FOR BY THE CONTRACTOR.

AutoCAD SHX Text REPLACE EXISTING S.CO. (USED AS A WATER VALVE VAULT) WITH NEW 2" VALVE (WITH WITNESSPOST) & VAULT, DETAIL TD-9/C501.

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45° BEND

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NEW 2" WATERLINE. ABANDON EXISTING WATER LINE IN PLACE.

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CONNECT NEW TO EXISTING

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CONNECT NEW TO EXISTING 1" CW MAIN

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CONNECT NEW " TO EXISTING 34" TO EXISTING

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INSTALL NEW " RPZ 34" RPZ BACK FLOW PREVENTOR ON EXISTING BRINE FILL.

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EXISTING "34"

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EXISTING " 34"

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NEW 2" WATERLINE TO TD-9/C501

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MAINTENANCE FACILITY PLAN

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NO SCALE

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NEW 2" WATERLINE WITHIN DEPTH OF EXISTING BAR JOISTS

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NEW 2" CW MAIN UP THROUGH SLAB WITH 2" FULL PART BRASS BALL VALVE IN VERTICAL.

AutoCAD SHX Text 1" = 40'-0"

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

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AutoCAD SHX Text 1" = 40'-0"

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MATCHLINE: SEE CONTINUATION C104

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EXISTING CONC. DITCH

REMOVE AND REPLACE RIP RAP AFTER WATERLINE INSTALLATION MATCH SHAPE OF EXISTING RIP RAP CHANNEL.

STATE ROUTE 388

COLLEGE DRIVE

NO RIGHT-OF-WAY

SHEET NUMBER:

SHEET REVISIONS:

SHEET ISSUE DATE:

SHEET NAME:

DRAWN BY:CHECKED BY:PROJ. MGR.:

KEY PLAN:

PROJECT PHASE:

Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001

SPECTRUMPC.COM

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01.08.2024

BID DOCUMENTS

MAR AGAGEG

PIEDMONT VIRGINIA

COMMUNITY COLLEGE

REPLACE

UNDERGROUND

WATERLINE

SPECTRUM DESIGN PROJECT NO.: 22100

PC #260-B2260-072 (M22PV116)STATE PROJECT NO.:

AHJ APPROVAL STAMP

PLAN & PROFILE

C104

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4' FROM B/C (TYP.)

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NEW 2" WATERLINE

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4' FROM B/C (TYP.)

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CONCRETE REPLACEMENT SEE DETAIL 2 ON C501

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CONCRETE REPLACEMENT SEE DETAIL _ ON C501

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CONCRETE REPLACEMENT SEE DETAIL 2 ON C501

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EX. 15" RCP 12" MIN. SEPARATION

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EX. GRADE

AutoCAD SHX Text TIE TO EX. 12"x12"x2" TEE STA. 13+95

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4" PLUG THREADED W/ 2" COMPRESSION FITTING

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4" DIP WATERLINE

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2" FLEXIBLE HDPE WATERLINE

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36" MIN. COVER (TYP.)

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WM

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45° BEND

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NEW 4" GATE VALVE

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NEW 12"X4" TEE

AutoCAD SHX Text NOTES: 1. WATERLINE SHALL BE 2" DIAMETER. SEE NOTES ON C102 WATERLINE SHALL BE 2" DIAMETER. SEE NOTES ON C102 2. WATERLINE SHALL HAVE A MINIMUM BEND RADIUS OF 50'. WATERLINE SHALL HAVE A MINIMUM BEND RADIUS OF 50'. 3. MISS UTILITY OR OTHER PRIVATE COMPANY TO LOCATE MISS UTILITY OR OTHER PRIVATE COMPANY TO LOCATE UNDERGROUND UTILITIES PRIOR TO WATERLINE INSTALLATION, SCHEDULED AND PAID FOR BY THE CONTRACTOR.

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NEW 2" WATERLINE. ABANDON & REMOVE EXISTING WATER LINE.

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EXISTING TO REMAIN

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CONNECT NEW TO EXISTING

AutoCAD SHX Text 1" = 40'-0"

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

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AutoCAD SHX Text 1" = 40'-0"

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

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MATCHLINE: SEE CONTINUATION C103

4"x2" REDUCER

SHEET NUMBER:

SHEET REVISIONS:

SHEET ISSUE DATE:

SHEET NAME:

DRAWN BY:CHECKED BY:PROJ. MGR.:

KEY PLAN:

PROJECT PHASE:

Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001

SPECTRUMPC.COM

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01.08.2024

BID DOCUMENTS

MAR AGAGEG

PIEDMONT VIRGINIA

COMMUNITY COLLEGE

REPLACE

UNDERGROUND

WATERLINE

SPECTRUM DESIGN PROJECT NO.: 22100

PC #260-B2260-072 (M22PV116)STATE PROJECT NO.:

AHJ APPROVAL STAMP

C501

DETAILS

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PAVEMENT

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SLOPE

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SPACED @ 30'-0" C/C

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SPACED @ 6'-0" C/C

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%%UEXPANSION JOINT

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%%UCONTRACTION JOINT

AutoCAD SHX Text 1/2"

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SEALANT

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EXPANSION JOINT

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1/2" NON EXTRUDING PREMOULDED

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AutoCAD SHX Text 1/8"

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%%USIDEWALK REPLACEMENT DETAILS

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NOT TO SCALE

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AutoCAD SHX Text ONE LAYER 6x6 W2.9 x W2.9 WELDED WIRE FABRIC

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MATCH TO EXISTING SIDEWALK WIDTH

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AND SEALANT WHERE WALK ABUTTS WALLS.

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USE 1/2" NON-EXTRUDING PREMOULDED EXPANSION JOINT

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%%UTYPICAL SECTION

AutoCAD SHX Text 6" 21-A

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FROM FINISHED GRADE

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LANDSCAPED OR PAVED)

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FINISHED GRADE (WHETHER

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COMPACTED BACKFILL

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#26 AGGREGATE TO PIPE SPRINGLINE

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NEW COMPACTED VDOT STD. #25 OR

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SUBGRADE.

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SHALL BE AS APPROVED BY THE GEOTECHNICAL ENGINEER.

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UNLESS DEFINED ELSEWHERE BY SPECS (BOUND OR ON PLAN SHEETS), BACKFILL

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AT OR BELOW PAVEMENT

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LANDSCAPED OR PAVED)

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SUBGRADE (WHETHER

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6" MINIMUM IN ROCK

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4" MINIMUM, TYPICAL OR

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TAPE AT 6"-12" DEPTH AND

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NEW "WATER LINE" WARNING

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36" MINIMUM COVER

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6" MINIMUM - 12" MAXIMUM

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%%UWATER LINE TRENCH SECTION

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NO SCALE

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text 6"

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TRACE WIRE (12 GAUGE)

AutoCAD SHX Text C501

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THROUGH CURB FACE

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DETAIL TD-13

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%%UASPHALT PATCH

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NOT TO SCALE

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COMPACTED SUBGRADE

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8" 21-A STONE

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2" TYPE SM-9.5 AL

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3" TYPE BM 25.0

AutoCAD SHX Text C501

AutoCAD SHX Text C104

AutoCAD SHX Text C501

AutoCAD SHX Text C104

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PLACE 5' GALVANIZED "WITNESS" POST WITH CAPPED ENDS PAINTED BLUE WHERE INDICATED

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(IF REQUIRED)

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36" MIN

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NEW 2" WATER MAIN

NEW 2" WATER MAIN TO SERVE MAINTENANCE BUILDING