PHASE II PLAN SET (REVISED ADD. 2).pdf

A. G.C. SHALL INSPECT ALL DRAWINGS IMMEDIATELY UPON RECEIPT & REPORT ANY DISCREPANCIES, CONFLICTS, ERRORS, OR OMISSIONS DISCOVERED. THIS INCLUDES COORDINATION WITH

MEP/OTHER TRADES.

B. G.C. IS RESPONSIBLE FOR ENSURING ALL WORK IS DONE IN ACCORDANCE WITH ACCEPTED

CONSTRUCTION STANDARDS & IN COMPLIANCE WITH ALL BUILDING CODES, ORDINANCES &

REGULATIONS OF ALL CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION.

C. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THESE PLANS & SPECIFICATIONS

UNLESS A WRITTEN VARIANCE IS APPROVED BY THE OWNER.

D. G.C. & ALL SUBCONTRACTORS SHALL VISIT & INSPECT THE PREMISES PRIOR TO SUBMITTING A PROPOSAL. SUBMISSION OF A PROPOSAL CONSTITUTES AN AGREEMENT THAT THE G.C. INCLUDED

ALL ITEMS NECESSARY TO ACCOMMODATE THE EXISTING CONDITIONS. ANY CONDITIONS IN

CONFLICT WITH THESE DRAWINGS & SPECIFICATIONS SHALL BE REPORTED TO THE DESIGNER

IMMEDIATELY UPON DISCOVERY. DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY HIDDEN

CONDITIONS.

E. G.C .SHALL OBTAIN ALL PERMITS & THE CERTIFICATE OF OCCUPANCY, UNLESS NOTED OTHERWISE.

F. MATERIALS SHALL BE DELIVERED & STORED IN ORIGINAL, UNOPENED PROTECTIVE PACKAGING.

INSPECT LABELS IMMEDIATELY UPON DELIVERY FOR ACCURACY. STORE & INSTALL ACCORDING TO

MANUFACTURER'S INSTRUCTIONS. PREVENT DAMAGE TO MATERIALS & SURROUNDING SURFACES

WHEN HANDLING.

G. G.C. SHALL KEEP A CLEAN & SECURE JOB SITE & TAKE ADEQUATE MEASURES TO PROTECT

BUILDING & SITE OCCUPANTS & ITEMS SALVAGED FOR REUSE & IS RESPONSIBLE FOR RETURNING ANY DAMAGED ITEMS TO "LIKE NEW" CONDITION. OCCUPIED/PUBLIC AREAS SHALL BE KEPT CLEAR OF CONSTRUCTION MATERIALS. SECURITY, NOISE, & DUST BARRIERS SHALL BE MAINTAINED BY G.C.

BETWEEN AREAS OF CONSTRUCTION & OCCUPIED/PUBLIC AREAS.

H. G.C. SHALL PERFORM FINAL CLEANING PRIOR TO END USE OCCUPANCY TO INCLUDE: VACUUMING & REMOVAL OF DUST, DEBRIS, OILS, STAINS, FINGERPRINTS, LABELS & WALLCOVERING ADHESIVE.

I. G.C. IS RESPONSIBLE FOR PROVIDING A COMPLETE & OPERATIONAL SPACE.

J. WITHIN 30 DAYS OF PROJECT COMPLETION, G.C. SHALL PROVIDE REPRODUCIBLE SCALED AS-

BUILTS TO THE OWNER & THE ARCHITECT. THESE AS-BUILTS SHALL REFLECT FINAL FIELD

CONDITIONS AT PROJECT COMPLETION.

K. WITHIN 60 DAYS OF PROJECT COMPLETION, G.C. SHALL PROVIDE THE END USER WRITTEN

DOCUMENTATION OF ALL WARRANTIES & RECOMMENDED MAINTENANCE PROCEDURES FOR ALL

EQUIPMENT & FINISH MATERIALS.

L. TO THE BEST OF OUR KNOWLEDGE & INFORMATION, THESE DRAWINGS HAVE BEEN PREPARED IN CONFORMITY WITH ANSI STANDARD A117.1 2009 & ADA TITLE III FOR MAKING BUILDINGS & FACILITIES

ACCESSIBLE TO & USABLE BY PERSONS WITH DISABILITIES. ALTERATIONS, EXCEPTIONS &

DELETIONS TO THESE RULES BY THE RESIDING JURISDICTION HAVE BEEN ACCOMMODATED TO THE

BEST OF OUR KNOWLEDGE.

M. HOLES & OPENINGS THROUGH WALLS & FLOORS FOR DUCTS, PIPING & VENTILATION SHALL BE

CHECKED BY THE CONTRACTOR WHO SHALL VERIFY SIZES & LOCATIONS OF SUCH HOLES OR

OPENINGS WITH PLUMBING, HEATING, VENTILATING & ELECTRICAL DRAWINGS & CONTRACTORS.

N. OMISSIONS: IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED OUT ON THE DRAWINGS OR NOTES, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS

THAT ARE SHOWN OR CALLED OUT.

O. INSTALLATION OF ALL PRODUCTS SHALL BE AS REQUIRED BY THE MANUFACTURER'S LATEST

WRITTEN INSTRUCTIONS AT THE TIME OF PERMITTING.

P. CONTROLS & OPERATING MECHANISMS FOR ALL FIXTURES & FURNISHINGS SHALL BE OPERABLE BY A FORCE OF NO GREATER THAN 5 LBF WITH ONE HAND & NOT REQUIRE TIGHT GRASPING, PINCHING

OR TWISTING OF THE WRIST TO ACTIVATE CONTROLS.

Q. THE SELECTED CONTRACTOR SHALL SUPPLY ALL MISC. BLOCKING, BRACING, METAL, TRIM, FASTENERS, HARDWARE, ETC AS REQUIRED TO COMPLETE THE WORK HERE-IN.

R. ALL REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY ADA/ACCESSIBILITY SIGNAGE HAVING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, TO BE INSTALLED IN ACCORDANCE WITH IBC SECTIONS 1011, 1109 & 1110 ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR OR NEAREST ADJACENT WALL. G.C. SHALL PROVIDE & INSTALL SAID SIGNAGE, INCLUDING BUT NOT

LIMITED TO: DIRECTIONAL SIGNS, EXIT SIGNS & ACCESSIBLE TOILET FACILITIES.

S. G.C. SHALL REVIEW SPECIFICATIONS & DRAWINGS & VERIFY LEAD TIMES AT TIME OF BID/PRICING SUBMISSION. FAILURE TO ORDER PRODUCTS IN A TIMELY FASHION SHALL REQUIRE ADHERANCE

TO THE SUBSTITUTION REQUIREMENTS DESCRIBED IN THE SPECIFICATIONS.

T. G.C. TO PROVIDE REQUIRED FUEL/REFRIGERANT/ELEC./WATER SUPPLY, ROUGH-INS. EXHAUST, INTAKES, DRAINS, ETC. UNDER THE BASE BID FOR ALL EQUIPMENT ITEMS INDICATED IN THE PLANS.

THIS SHALL INCLUDE BUT NOT BE LIMITED TO EQUIPMENT & FIXTURES PROCURED & INSTALLED BY

THE CONTRACTOR, PROVIDED BY OWNER (WHETHER INSTALLED BY CONTRACTOR OR OWNER).

U. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE PRE-ENGINEERED ROOF TRUSS DESIGN DRAWINGS AND LAYOUT PLAN FOR REVIEW AND APPROVAL PRIOR TO ERECTING THE ROOF

ASSEMBLY.

ARCHITECT

GUERNSEYTINGLE

4350 NEW TOWN AVENUE, SUITE 101

WILLIAMSBURG, VIRGINIA 23188

757-220-0220

CIVIL ENGINEER

LANDTECH RESOURCES, INC.

205 BULIFANTS BLVD. SUITE E

WILLIAMSBURG, VIRGINIA 23188

757-565-1677

STRUCTURAL ENGINEER

TERRACON CONSULTANTS

4350 NEW TOWN AVENUE, SUITE 203

WILLIAMSBURG, VA 23188

757-564-4434

ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE

VIRGINIA CONSTRUCTION CODE, 2021 EDITION.

OCCUPANCY CLASSIFICATION: PROPOSED: A-5, ASSEMBLY

CONSTRUCTION TYPE: TYPE 5B

FIRE SUPPRESSION SYSTEM : NO

ALLOWABLE BUILDING AREA AND HEIGHT:

ALLOWABLE AREA (VCC TABLE 506.2): UNLIMITED AREA

ACTUAL GROSS AREA: 1,300 SF EXISTING + 1,083 NEW = 2,383 SF

ALLOWABLE HEIGHT (VCC TABLES 504.3 & 504.4) : UNLIMITED STORIES, 40'-0"

ACTUAL HEIGHT: 1 STORY, 24'-6"+/-

BUILDING DATA:

OCCUPANCY:

CALCULATED OCCUPANT LOAD:

EXISTING RESTROOMS 1,300 SF @ 1/50 SF GROSS AREA = 26 OCCUPANTS

NEW COVERED AREA 1,036 SF @ 1/15 SF GROSS AREA = 69 OCCUPANTS*

*NOTE: ACCORDING TO THE REQUIREMENTS OF SECTION 1006.2.1 OF THE 2021 VIRGINIA

CONSTRUCTION CODE, IF THE OCCUPANT LOAD IS 50 OR MORE, MORE THAN ONE EXIT IS REQUIRED.

THEREFORE, THE MAXIMUM OCCUPANCY WHICH WILL BE POSTED, IS 50 OCCUPANTS AT THE NEW

COVERED AREA.

POSTED MAXIMUM OCCUPANT LOAD: 50 OCCUPANTS

TOTAL BUILDING OCCUPANCY: 76 OCCUPANTS

STRUCTURAL FRAME: 0 HOURS MIN. RATING REQUIRED

BEARING EXTERIOR WALLS: 0 HOURS MIN. RATING REQUIRED

BEARING INTERIOR WALLS: 0 HOURS MIN. RATING REQUIRED

NON BEARING EXTERIOR WALLS: 0 HOURS MIN. RATING REQUIRED

NON BEARING INTERIOR WALLS: 0 HOURS MIN. RATING REQUIRED

FLOOR CONSTRUCTION: 0 HOURS MIN. RATING REQUIRED

ROOF CONSTRUCTION: 0 HOURS MIN. RATING REQUIRED

CORRIDOR WALLS: 0 HOURS MIN. RATING REQUIRED

FIRE RESISTANCE RATINGS:

CORRIDORS FOR ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS:

CLASS II FLOORS AND CLASS A WALLS AND CEILINGS

ROOMS AND ENCLOSED SPACES:

CLASS II FLOORS AND CLASS C WALLS AND CEILINGS

MATERIAL FINISH RATINGS: (REQUIRED)

LIFE SAFETY SYSTEM

EXIT REQUIREMENTS

DESIGN LOADS:

CALCULATED BASED ON THE 2021 VIRGINIA PLUMBING CODE; TABLE 1004.5. FIXTURES ARE

LOCATED AT ADJACENT ACCESSORY BUILDING.

REQUIRED PLUMBING FIXTURES:

ASSEMBLY (A)

DEAD-END LIMIT MAXIMUM: N/A

COMMON PATH OF EGRESS TRAVEL: 75'

MAXIMUM TRAVEL TO EXIT: 200'

ACTUAL (MAXIMUM) TRAVEL TO EXIT: 40'

MINIMUM NUMBER OF EXITS: (1) REQUIRED

EGRESS WIDTH: N/A

EMERGENCY LIGHTING: NOT REQUIRED (VCC SECTION 1008.3.2)

EXIT SIGNS: NOT REQUIRED (VCC SECTION 1013.1, EXCEPTION 1)

FIRE DETECTION SYSTEM: NO

SEE STRUCTURAL DRAWINGS.

AREA

CLASSIFICATION

OCCUPANT

LOAD

OCCUPANT BREAKDOWN

76ASSEMBLY (A)

MALE FEMALE

WATER CLOSETS

1 per 75 for the first 1,500 and 1 per 120 for the remainder exceeding 1,500

MALE

REQUIRED PROVIDED

2 WC'S

2 URINALS

38 38

FEMALE

REQUIRED PROVIDED

LAVATORIES

1 per 200

MALE

REQUIRED PROVIDED

1 3 1

FEMALE

REQUIRED PROVIDED

3 1

REQUIRED PROVIDED

1*

DRINKING FOUNTAINS

1 per 1,000

REQUIRED PROVIDED

SERVICE SINKS

1 service sink

* (1) HI-LO ADA DRINKING FOUNTAIN IS AT THE DOCKMASTER BUILDING, LOCATED <400' AWAY FROM THE EXISTING BUILDING.

1 per 40 for the first 1,520 and 1 per 60 for the remainder exceeding 1,520 1 per 150

GENERAL

G-101 COVER SHEET; LIFE SAFETY PLAN

CIVIL

C0001 COVER SHEET

VF101 EXISTING CONDITIONS & DEMOLITION PLAN

CS101 DEVELOPMENT PLAN

CS501 NOTES & DETAILS

CS502 NOTES & DETAILS

STRUCTURAL

S0.01 GENERAL NOTES

S1.01 FOUNDATION PLAN

S1.02 FRAMING PLAN

ARCHITECTURAL

A-001 LEGENDS & ABBREVIATIONS

AD-101 DEMOLITION PLAN

A-100 FLOOR PLAN

A-110 ROOF PLAN

A-120 REFLECTED CEILING PLAN/ELECTRICAL PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-310 DETAILS

A-311 ROOF DETAILS

A-601 EXISTING DORMER DETAILS

A-701 EXISTING MECHANICAL DRAWINGS

ELECTRICAL

G-001 ELECTRICAL COVER SHEET

G-002 ELECTRICAL SPECIFICATIONS

E-101 SITE PLAN POWER DEMOLITION

E-102 SITE PLAN POWER CONSTRUCTION

E-103 POWER PANEL SCHEDULES

E-104 ELECTRICAL DETAILS

E-105 ELECTRICAL DETAILS

RETRACTABLE

SCREEN

SYSTEM

EXISTING

MENS

ROOM

EXISTING

WOMENS

ROOM

EXISTING

CATERING

KITCHEN

EXIST.

JAN.

EXISTING

MECHANICAL

ROOM

EXISTING

ELECTRICAL

CLOSET

RETRACTABLE

SCREEN

SYSTEM

MAX. TRAVEL

DISTANCE TO EXIT = 25'

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KRISTIN C. CREASY

Lic. No. 013977

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T h e s e d ra w in g s a n d t h is d e s ig n r e m a in t h e p ro p e rt y o f G u e rn s e y T in g le a n d m a y n o t b e a lte re d re p ro d u c e d o r b u ilt w ith o u t w ri tt e n p e rm is s io n o f th e A rc h it e c t.

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G-101

COVER SHEET & LIFE

SAFETY PLAN

04-10-2026

225043

KCCKCC

PERMIT

REVIEW SET

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V ir g in ia

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Y o rk

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T o u ri s m

04-10-26

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A w n in g

GENERAL CONSTRUCTION NOTES PROJECT TEAMBUILDING CODE SUMMARY

1/8" = 1' - 0" 0 5' 10' 15' 30'N

Yorktown Waterfront Stage Awning 335 Water Street

Yorktown, Virginia 23690

SCHEDULE OF DRAWINGS

1/8" = 1'-0"

LIFE SAFETY PLAN

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harrisonc Line

COVER SHEET

C0001

N/A

STATISTICAL INFORMATION:

VICINITY MAP SCALE: 1"=2000'

FREIGHT SHED STAGE AWNING

331 WATER STREET

OWNER:

YORK COUNTY BOARD OF SUPERVISORS

CONTACT:

CHARLES W. HARRISON III

DEPARTMENT OF PUBLIC WORKS

757-890-3835

ENGINEER:

LANDTECH RESOURCES, INC.

CONTACT: WILLIAM S. FELTS, P.E., L.S.

205-E BULIFANTS BOULEVARD

WILLIAMSBURG, VA 23188

(757) 565-1677

TABLE OF CONTENTS

C0001 COVER SHEET

VF101 EXISTING CONDITIONS / DEMOLITION PLAN

CS101 DEVELOPMENT PLAN

CS501 NOTES & DETAILS

CS502 NOTES & DETAILS

SITE PLAN

NELSON DISTRICT VIRGINIA

Sheet Number:

Job Number: 25-481

Designed By: MVT

Date: 04/10/2026

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GENERAL NOTES:

COUNTY OF YORK

YORK COUNTY SURVEY MONUMENT

ADDENDUM #1:

AutoCAD SHX Text ZONING: YVA YVA GPIN: P12c-2424-1717 P12c-2424-1717 SITE ADDRESS: 331 WATER STREET 331 WATER STREET LAT./LONG. (37.238695°,-76.508224°) (37.238695°,-76.508224°) UTILITIES: WATER PUBLIC (CITY OF NEWPORT NEWS) PUBLIC (CITY OF NEWPORT NEWS) SEWER PUBLIC (YORK COUNTY) PUBLIC (YORK COUNTY) PROJECT LIMITS: 2,215 S.F. / 0.05 AC. 2,215 S.F. / 0.05 AC. (INCLUDES AREA OF COLUMNS, TRENCH, AND BRICK PAVERS) FLOOD HAZARD MAP: SITE LIES IN ZONE "X" AND ZONE "VE-ELEV. 10" PER F.I.R.M. SITE LIES IN ZONE "X" AND ZONE "VE-ELEV. 10" PER F.I.R.M. 51199C0107D DATED 1/16/2015. HYDROLOGICAL INFORMATION: SUBWATERSHED: SARAH CREEK (YO69) SARAH CREEK (YO69) SUBBASIN: LOWER YORK RIVER (YO-S) LOWER YORK RIVER (YO-S) WATERSHED: YORK RIVER (HUC8: 02080107) YORK RIVER (HUC8: 02080107) LOCATION AND TYPE OF GARBAGE, REFUSE, AND RECYCLABLES COLLECTION: SITE IS SERVICED BY DUMPSTER LOCATED BY RESTAURANT BUILDING ADJACENT TO COLEMAN BRIDGE CONTRACTOR SHALL PROVIDE OWN DUMPSTER FOR WASTE DISPOSAL ON-SITE

AutoCAD SHX Text

SITE

AutoCAD SHX Text CONTRACTOR SHALL NOTIFY MISS UTILITY @ 811 OR (800) 552-7001 PRIOR TO STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND DETERMINING SIZES OF ALL UTILITIES PRIOR TO CONSTRUCTION. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, SONTACT THE ENGINEER BEFORE PROCEEDING

AutoCAD SHX Text 04/27/2026

AutoCAD SHX Text

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MISS UTILITY (1-800-552-7001) FOR EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MISS UTILITY (1-800-552-7001) FOR EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING CONSTRUCTION. 2. THE CONTRACTOR SHALL SATISFY THEMSELVES TO ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SATISFY THEMSELVES TO ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. 4. ALL UTILITIES SHALL BE PLACED UNDERGROUND. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THIS PROJECT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF CONSTRUCTION EFFORTS WITH VIRGINIA POWER, YORK COUNTY PUBLIC UTILITIES, AND OTHERS THAT CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF CONSTRUCTION EFFORTS WITH VIRGINIA POWER, YORK COUNTY PUBLIC UTILITIES, AND OTHERS THAT MAY BE REQUIRED. 7. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH YORK COUNTY WATER DISRIBUTION SYSTEM & SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH YORK COUNTY WATER DISRIBUTION SYSTEM & SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION STANDARDS & SPECIFICATIONS, LATEST EDITION, VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS, VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE LOCALITY OR STATE ORDINANCES, CODES, AND LAWS PRIOR TO ANY CONSTRUCTION ACTIVITY. 8. THE OWNER AND/OR CONTRACTOR RESERVES THE RIGHT AND PRIVILEGE TO ENHANCE, AUGMENT, REPAIR, REPLACE OR DUPLICATE THE EROSION AND SEDIMENT CONTROL THE OWNER AND/OR CONTRACTOR RESERVES THE RIGHT AND PRIVILEGE TO ENHANCE, AUGMENT, REPAIR, REPLACE OR DUPLICATE THE EROSION AND SEDIMENT CONTROL MEASURES AS OUTLINED ON THESE PLANS OR AS SPECIFIED IN THE LATEST EDITIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, AND TO REINFORCE THOSE MEASURES AS SPECIFIED ON THESE PLANS, DUE TO UNSEASONABLE WEATHER CONDITIONS OR DUE TO CHANGE IN FIELD CONDITIONS AS WARRANTED BY THE OWNER/CONTRACTOR, AND WITH THE PERMISSION OF THE YORK COUNTY SITE INSPECTOR. 9. ANY EXISTING ON-SITE ABOVE GROUND UTILITIES REQUIRING RELOCATION FOR ANY REASON SHALL BE REMOVED AND PLACED UNDERGROUND. IN THE EVENT THE ANY EXISTING ON-SITE ABOVE GROUND UTILITIES REQUIRING RELOCATION FOR ANY REASON SHALL BE REMOVED AND PLACED UNDERGROUND. IN THE EVENT THE PROJECT IMPACTS EXISTING OFF-SITE ABOVE GROUND UTILITIES AND NECESSITATES THEIR RELOCATION ONTO THE DEVELOPMENT SITE, SUCH UTILITIES SHALL BE PLACED UNDERGROUND. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR REMOVAL AND PLACEMENT OF ALL UTILITIES. 10. PRIVATELY OWNED UTILITIES (WATER, FIRE MAINS, SEWER LINES, ETC.) SHOWN ON THIS PLAN ARE REGULATED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND PRIVATELY OWNED UTILITIES (WATER, FIRE MAINS, SEWER LINES, ETC.) SHOWN ON THIS PLAN ARE REGULATED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND ENFORCED BY THE CODE COMPLIANCE DIVISION. THESE PRIVATELY OWNED UTILITIES MUST COMPLY FULLY WITH THE INTERNATIONAL PLUMBING CODE, THE NATIONAL FIRE PREVENTION ASSOCIATED STANDARD 24, AND THE INTERNATIONAL FIRE CODE. CONTRACTORS WORKING FROM THIS SITE PLAN ARE CAUTIONED NOT TO INSTALL OR CONCEAL PRIVATELY OWNED SITE UTILITIES WITHOUT OBTAINING REQUIRED PERMITS AND INSPECTIONS. 11. ALL OBJECTIONABLE AND DELETERIOUS MATERIALS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A STATE APPROVED FACILITY MEETING THE REQUIREMENTS ALL OBJECTIONABLE AND DELETERIOUS MATERIALS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A STATE APPROVED FACILITY MEETING THE REQUIREMENTS OF ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 12. PROJECT VERTICAL DATUM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) BASED ON GPS OBSERVATIONS. PROJECT VERTICAL DATUM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) BASED ON GPS OBSERVATIONS. 13. THERE WILL BE NO INCREASE IN TRAFFIC ENTERING AND EXITING THE FACILITY AS PART OF THIS PROJECT.THERE WILL BE NO INCREASE IN TRAFFIC ENTERING AND EXITING THE FACILITY AS PART OF THIS PROJECT.

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YORK RIVER

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COLONIAL PKWY

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GLOUCESTER POINT

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COLEMAN BRIDGE

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YORKTOWN

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ELEV: 9.05' (NGVD 1929)

AutoCAD SHX Text N: 3616301.140

AutoCAD SHX Text E: 12062893.631

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STA. NO. 140

AutoCAD SHX Text THE PURPOSE OF TIS ADDENDNUM IS TO MODIFY THE CONFIGURATION OF THE ROOF DRAINS AND TO SHOW THE EXISTING GEOTHERMAL LINE.

(MODERATE)

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CONDITIONS &

DEMOLITION

PLAN

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1"=10'

Sheet Number:

Job Number: 25-481

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Date: 04/10/2026

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ENVIRONMENTAL INVENTORY IMPACTS

(T)

EROSION FACTOR

(K)

EROSION FACTOR

SOIL GROUP

HYDROLOGICSOIL NAMESOIL

No.

SOILS DESCRIPTION:

OVERVIEW MAP

SURVEY NOTES:

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CO

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CO

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COULD NOT DETERMINE

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PIPE SIZE

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12" CPP

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18"RCP

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CDI GRATE=5.61' INV.=2.09'

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DI GRATE=6.88' INV.=3.04'

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DI GRATE=7.23' INV.=3.57'

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DI GRATE=7.95' INV.=1.17'

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1-S-BRICK UTILITY BUILDING FF=8.9'

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PAVERS

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YORK RIVER

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WATER STREET

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UTILITY ROOM

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ZONE "VE-ELEV. 10"

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ZONE "X"

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VARIABLE WIDTH PUBLIC R/W

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REMOVE EX. BRICK FOR INSTALLATION OF NEW COLUMNS

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PAVERS

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PAVERS

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PAVERS

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TURF GRASS

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LAYDOWN YARD

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PER WATER STREET

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PAVILION PLAN

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EXISTING

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EXCAVATE TRENCH INTO EX. BRICK FOR PROPOSED CONDUIT

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EXCAVATE TRENCH INTO EX. BRICK FOR PROPOSED CONDUIT

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REMOVE EX. GRANITE BLOCKS TO ACCOMODATE NEW PAVERS

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RIP-RAP

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CONTRACTOR MAY REMOVE EX. BRICK APRON AS NEEDED

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EX. IRRIGATION VALVE TO BE RELOCATED TO IN-GROUND BOX

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LAMP POLE TO BE CAREFULLY REMOVED, SALVAGED AND RETURNED TO OWNER

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APPROXIMATE LOCATION OF EX. GEOTHERMAL LINE SEE NOTE #6 SHEET CS101

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LAMP POLE TO BE CAREFULLY REMOVED, SALVAGED AND RETURNED TO OWNER

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TIDAL WETLANDS:

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TIDAL SHORES:

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NON-TIDAL WETLANDS:

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100 FT RPA BUFFER:

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NON TIDAL WETLANDS IN RMA:

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SLOPES > 25%%%

AutoCAD SHX Text NONE ON SITE NONE ON SITE ON SITE- NO IMPACT NONE ON SITE ON SITE-IMPACTS SHOWN (ENTIRE SITE LIES WITHIN RPA AND RMA) NONE ON SITE NONE ON SITE NONE ON SITE

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0.36 AND UP - HIGH ERODIBILITY

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SOILS INFORMATION SHOWN BASED ON USDA WEBSOIL SURVEY ACCESSED 12/2025.

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0.23 TO 0.36 - MODERATE ERODIBILITY

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0.23 AND LOWER - LOW ERODIBILITY

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SOIL SUSCEPTIBILITY TO EROSION CLASSIFICATION (K)

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URBAN LAND

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THE SITE LIES ENTIRELY WITHIN THE IDA (INTENSELY DEVELOPED AREA)

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(NOTE: ALL AREAS OF THE SITE CONTAIN SOILS WITH MODERATE EROSION POTENTIAL)

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SCALE: 1"=150'

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BACKGROUND INFORMATION PER YORK COUNTY GIS

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YORK COUNTY BOARD OF SUPERVISORS ZONE: YVA

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GEORGE WASHINGTON MEMORIAL HWY VARIABLE WIDTH PUBLIC R/W

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WATER ST. VARIABLE WIDTH PUBLIC R/W

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WM (WATER METER)

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EXISTING LEGEND

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SANITARY CLEANOUT

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SIGN

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BOLLARD

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1. HORIZONTAL COORDINATE INFORMATION IS BASED ON THE COUNTY OF YORK GEODETIC CONTROL NETWORK WHICH REFERENCES THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, (NAD83)(1994 VA HARN) (US SURVEY FOOT). . ELEVATIONS SHOWN ARE NAVD 88 DATUM AND ARE BASED ON GPS SURVEY. UNITS ARE U.S. SURVEY FEET. UNITS ARE U.S. SURVEY FEET. 2. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY, ARE BASED ON OBSERVED ABOVE GROUND APPURTENANCES, MISS UTILITY PAINT. SOME UTILITIES MAY NOT BE SHOWN BECAUSE INFORMATION WASNT PROVIDED. THERE MAY BE OTHER UNDERGROUND UTILITIES PRESENT THAT ARE NOT SHOWN. IT IS RECOMMENDED THAT BEFORE DESIGN AND CONSTRUCTION A SUBSURFACE UTILITY ENGINEER BE CONSULTED FOR A MORE DETAILED SURVEY OF UNDERGROUND UTILITIES. 3. PROPERTY LINE INFORMATION IF SHOWN IS BASED ON PLAT TITLED "BOUNDARY LINE VACTATION PLAT OF THE PROPERTY OF COUNTY OF YORK, VIRGINIA BETWEEN PARCEL A-2 & PARCEL B" DATED 1-29-24, DONE BY THIS FIRM. 4. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, PAUL W. PAUL W. MICHAEL, JR. FROM AND ACTUAL GROUND SURVEY MADE FROM AND ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED MAY 2025 ;, AND THAT THIS MAY 2025 ;, AND THAT THIS ;, AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 5. CONTOUR INTERVAL = 1' 6. SITE LIES ENTIRELY WITHIN THE R.M.A., 100' R.P.A. AND IDA (INTENSELY DEVELOPED AREA). 7. THE LOCATIONS OF THE GRANITE WALLS, RIP-RAP, WALKWAYS AND EDGE OF WATER TO THE NORTH OF THE SITE ARE SHOWN PER AERIAL IMAGERY.

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CO

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PROPERTY BOUNDARY

AutoCAD SHX Text YORK COUNTY GEODETIC CONTROL NETWORK VIRGINIA STATE PLANE COORDINATES (NAD83)(1994 VA HARN)(US SURVEY FEET)

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DEVELOPMENT

PLAN

CS101

1"=10'

Sheet Number:

Job Number: 25-481

Designed By: MVT

Date: 04/10/2026

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CONSTRUCTION BMP LEGEND

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GENERAL NOTES

E & S NARRATIVE

CRITICAL EROSION AREAS

PROJECT DESCRIPTION

ADJACENT PROPERTIES

EXISTING SITE CONDITIONS

OFF SITE

TRAFFIC CONTROL NOTE

SEQUENCE OF CONSTRUCTION

LEGEND (PROPOSED):

PROJECT LIMITS

ELECTRICAL/COMMUNICATIONS CONDUIT PER YORK COUNTY

AUDIO-VISUAL CONDUIT

PVC STORM PIPE

AWNING

CONTOUR LINE

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12" CPP

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18"RCP

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1-S-BRICK UTILITY BUILDING FF=8.9'

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PAVERS

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YORK RIVER

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UTILITY ROOM

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ZONE "VE-ELEV. 10"

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ZONE "X"

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VARIABLE WIDTH PUBLIC R/W

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PAVERS

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PAVERS

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PAVERS

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PER WATER STREET

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PAVILION PLAN

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EXISTING

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RIP-RAP

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SAND

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EDGE OF WATER

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TURF GRASS

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GRANITE BLOCKS

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IP

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INSTALL COLUMNS INTO EXISTING BRICK

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CONTRACTOR TO PROVIDE POSITIVE SLOPE TO EXISTING INLETS

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EXISTING LAYDOWN YARD TO BE RE-UTILIZED

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PROJECT LIMITS

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PROPOSED AUDIO-VISUAL CONDUIT

AutoCAD SHX Text PROPOSED ELECTRICAL AND COMMUNICATIONS CONDUIT REFER TO PLANS BY YORK COUNTY RUN AUDIO-VISUAL CONDUIT IN SAME TRENCH

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PROJECT LIMITS

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SAF

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SF

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SF

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SF

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PROPOSED STAGE AWNING REFER TO ARCHITECTURAL PLANS

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IP

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IP

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DI GRATE=6.88' INV.=3.04'

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DI GRATE=7.23' INV.=3.57'

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6" INSERTA TEE CONNECTION SEE DETAIL SHEET CS502 INV. =3.8'

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6" SCH 40 PVC ROOF DRAIN

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6"-3" PVC REDUCER

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6" WYE

AutoCAD SHX Text IN-GROUND ELECTRIC BOX REFER TO PLANS BY YORK COUNTY A-V CONNECTION TO BE COORDINATED WITH YORK COUNTY PUBLIC WORKS

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IN-GROUND ELECTRIC BOX & ELECTRICAL CONDUIT REFER TO PLANS BY YORK COUNTY

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PROJECT LIMITS

AutoCAD SHX Text PROPOSED AUDIO-VISUAL GANG BOX & SINGLE GANG ELECTRICAL OUTLET MOUNTED TO EX. GRANITE BLOCK

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AV

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AV

AutoCAD SHX Text PROPOSED AUDIO-VISUAL GANG BOX & SINGLE GANG ELECTRICAL OUTLET MOUNTED TO EX. GRANITE BLOCK

AutoCAD SHX Text PROPOSED AUDIO-VISUAL GANG BOX & SINGLE GANG ELECTRICAL OUTLET MOUNTED TO EX. GRANITE BLOCK

AutoCAD SHX Text ELECTRICAL AND COMMUNICATIONS BOXES MOUNTED TO EX. GRANITE BLOCK REFER TO PLANS BY YORK COUNTY

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INV.=7.2'

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UGE

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APPROXIMATE LOCATION OF EX. GEOTHERMAL LINE SEE NOTE #6

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LIMITS OF FOOTING 5' X 5'

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90° ELBOWINV.=4.7'

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3" SCH 40 PVC ROOF DRAIN

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INV.=7.2'

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90° ELBOW

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6"-3" WYE

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6"-3" WYE

AutoCAD SHX Text 04/27/2026

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LEGEND

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SYMBOL

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PERIMETER CONTROL MEASURES (C-PCM)

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C-PCM-01 SAFETY FENCE

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SAF

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C-PCM-04-4 SILT FENCE

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SF

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1. ALL DISTURBED AREAS SHALL BE RESTORED TO EQUAL OR BETTER CONDITION FOLLOWING CONSTRUCTION. 2. SAFETY FENCE AROUND THE PAVILION AREA SHALL BE TEMPORARY CHAIN LINK FENCE (TYP.). SAFETY FENCE AROUND THE LAYDOWN YARD SHALL BE TEMPORARY CHAIN LINK FENCE OR PLASTIC SAFETY FENCE (TYP.) PER THE DETAIL PROVIDED ON CS502 3. TEMPORARY ROUND CONCRETE BARRIERS AT RAMPS AND EXISTING BENCHES CAN AND WILL BE RELOCATED BY THE OWNER. 4. ANY DAMAGE TO EXISTING BRICK OR CONCRETE BASE RESULTING FROM CONSTRUCTION ACTIVITIES AND ROUTING OF EQUIPMENT SHALL BE REPAIRED TO SIMILAR OR BETTER CONDITIONS. CONTRACTOR MAY FULLY REMOVE AND REPLACE ALL BRICK AND CONCRETE ALONG PROPOSED PATHWAY AS NEEDED. 5. EXISTING BRICK GRADES AND SLOPES ARE TO REMAIN. 6. CONTRACTOR TO TAKE GREAT PRECAUTIONS NOT TO DAMAGE GEOTHERMAL LINES WHEN EXCAVATING FOR NEW CONTRACTOR TO TAKE GREAT PRECAUTIONS NOT TO DAMAGE GEOTHERMAL LINES WHEN EXCAVATING FOR NEW FOOTINGS; CONTRACTOR TO ENSURE THE GEOTHERMAL LINE IS EXPOSED WITHIN THE PROJECT AREA PRIOR TO ANY WORK WITHIN THE AREA.WITHIN THE AREA.

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LEGEND

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SYMBOL

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SEDIMENT CONTROL MEASURES (C-SCM)

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C-SCM-04 INLET PROTECTION

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IP

AutoCAD SHX Text YORK COUNTY GEODETIC CONTROL NETWORK VIRGINIA STATE PLANE COORDINATES (NAD83)(1994 VA HARN)(US SURVEY FEET)

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NO CRITICAL EROSION AREAS EXIST ON-SITE.

AutoCAD SHX Text THE EXISTING SITE IS LOCATED AT 331 WATER STREET ON THE YORKTOWN WATERFRONT. THE EXISTING SITE IS AN OPEN AREA OF BRICK PAVERS AND TURF GRASS ADJACENT TO THE EXISTING FRIEGHT SHED BUILDING. LANDSCAPE ISLANDS LIE TO THE NORTH, SOUTH, AND WEST OF THE FREIGHT SHED BUILDING. THE SITE IS GENTLY SLOPING TO THE SOUTHEAST TOWARDS TWO EXISTING INLETS LYING ADJACENT TO THE EXISTING BRICK PAVERS. FURTHER NORTHEAST LIES THE SHORELINE OF THE YORK RIVER WHICH IS STABILIZED WITH RIP-RAP. AN EXISTING LAYDOWN YARD WAS CONSTRUCTED TO THE SOUTH FOR THE WATER STREET PAVILION PROJECT, WHICH SHALL BE RE-UTILIZED FOR THIS PROJECT.

AutoCAD SHX Text THE SITE ENTIRELY CONTAINED WITHIN YORK COUNTY PARCEL P12c-2424-1717. THE SITE IS BOUNDED BY THE YORK RIVER TO THE NORTH, WATER STREET TO THE SOUTH, AND EXISTING WALKWAYS AND BUILDINGS TO THE EAST AND WEST.

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NO OFFSITE AREAS ARE TO BE DISTURBED AS PART OF THIS PROJECT.

AutoCAD SHX Text THE PROPOSED PROJECTS CONSISTS OF CONSTRUCTION OF A NEW STAGE AWNING INTO THE EXISTING PAVERS. THE EXISTING BRICK PAVERS WILL BE EXTENDED AND AN ELECTRICAL AND COMMUNICATIONS CONDUIT WILL BE RUN FROM THE FREIGHT SHED BUILDING TO AUDIO-VISUAL EQUIPMENT AS SHOWN.

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1. NO WORK WITHIN THE RIGHT-OF-WAY IS REQUIRED FOR THIS PROJECT. SHOULD TRAFFIC CONTROL NO WORK WITHIN THE RIGHT-OF-WAY IS REQUIRED FOR THIS PROJECT. SHOULD TRAFFIC CONTROL BE REQUIRED FOR TRANSPORT OF MATERIALS AND EQUIPMENT TO AND FROM THE SITE, TRAFFIC CONTROL MEASURES SHALL FOLLOW THE VDOT WORK ZONE SAFETY MANUAL, PAGE 45, "TWO-LANE ROAD, MOBILE OPERATION". CLOSURES SHALL BE KEPT TO A MINIMUM AND THE OWNER SHALL BE NOTIFIED IN ADVANCE.

1. SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING WITH THE COUNTY SITE INSPECTOR. SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING WITH THE COUNTY SITE INSPECTOR. 2. STAKE/FLAG THE PROJECT LIMITS. STAKE/FLAG THE PROJECT LIMITS. 3. INSTALL THE PERMETER ESC MEASURES AS SHOWN. INSTALL THE PERMETER ESC MEASURES AS SHOWN. 4. INSTALL THE PROPOSED AWNING. INSTALLATION SHALL REQUIRE REMOVAL OF BRICK PAVERS AT INSTALL THE PROPOSED AWNING. INSTALLATION SHALL REQUIRE REMOVAL OF BRICK PAVERS AT LOCATIONS OF COLUMNS ONLY. 5. INSTALL THE PROPOSED ELECTRICAL CONDUIT VIA REMOVAL OF PAVERS AND EXCAVATION OF A INSTALL THE PROPOSED ELECTRICAL CONDUIT VIA REMOVAL OF PAVERS AND EXCAVATION OF A TRENCH TO THE CONNECTION POINT. 6. REINSTALL ALL BRICK PAVERS TO MATCH EXISTING. REINSTALL ALL BRICK PAVERS TO MATCH EXISTING. 7. UPON COMPLETION, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND GRAVEL FROM THE UPON COMPLETION, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND GRAVEL FROM THE LAYDOWN YARD AND SHALL STABILIZE THE AREA WITH PERMANENT SEEDING. 8. UPON THE STABILIZATION OF THE ENTIRE LIMITS OF DISTURBANCE AND WITH PERMISSION FROM THE UPON THE STABILIZATION OF THE ENTIRE LIMITS OF DISTURBANCE AND WITH PERMISSION FROM THE COUNTY TO DO SO THE CONTRACTOR MAY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.

NOTES &

DETAILS

CS501

N/A

Sheet Number:

Job Number: 25-481

Designed By: MVT

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YES N/A COMMENTSMINIMUM STANDARD DESCRIPTION

EROSION AND SEDIMENT CONTROL

MINIMUM STANDARDS CHECKLIST

MS-2

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EROSION AND SEDIMENT

CONTROL MINIMUM STANDARDS

EROSION AND SEDIMENT CONTROL MEASURES

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AutoCAD SHX Text ALL DENUDED AREAS REQUIRING TEMPORARY OR PERMANENT STABILIZATION HAVE BEEN STABILIZED.

AutoCAD SHX Text SOIL STOCKPILES AND BORROW AREAS ON AND OFF-SITE ARE ADEQUATELY STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.

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PERMANENT VEGETATION IS ESTABLISHED AND PROVIDES ADEQUATE STABILIZATION.

AutoCAD SHX Text SEDIMENT TRAPPING MEASURES HAVE BEEN CONSTRUCTED AND MADE FUNCTIONAL BEFORE UPSLOPE DISTURBANCE TAKES PLACE.

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EARTHEN STRUCTURES (DAMS, DIKES AND DIVERSIONS) HAVE BEN STABILIZED.

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SEDIMENT TRAPS OR BASINS ARE INSTALLED AS SPECIFIED ON THE PLANS.

AutoCAD SHX Text FINISHED CUT AND FILL SLOPES ARE CONSTRUCTED AND ADEQUATELY STABILIZED TO MINIMIZE EROSION.

AutoCAD SHX Text CONCENTRATED RUNOFF FLOWING DOWN CUT OR FILL SLOPES IS CONTAINED WITHIN AN ADEQUATE CHANNEL, FLUME OR SLOPE DRAIN.

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WATER SEEPS FROM SLOPE FACES ARE ADEQUATELY CONTROLLED.

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ALL OPERATIONAL STORM SEWER INLETS HAVE ADEQUATE INLET PROTECTION.

AutoCAD SHX Text OPERATIONAL STORM WATER CONVEYANCE CHANNELS OR PIPES ARE ADEQUATELY STABILIZED WITH CHANNEL LINING AND/OR OUTLET PROTECTION.

AutoCAD SHX Text IN-STREAM CONSTRUCTION IS CONDUCTED USING MEASURES TO MINIMIZE IMPACTS TO THE CHANNEL.

AutoCAD SHX Text TEMPORARY VEHICULAR STREAM CROSSINGS OF NON-ERODIBLE MATERIAL ARE INSTALLED WHERE APPLICABLE.

AutoCAD SHX Text APPLICABLE FEDERAL, STATE & LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING STREAMS ARE BEING MET.

AutoCAD SHX Text BED AND BANKS OF THE WATERCOURSE ARE STABILIZED IMMEDIATELY AFTER IN-STREAM WORK IN COMPLETE.

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UNDERGROUND UTILITY LINE INSTALLATION IN ACCORDANCE WITH THE STANDARDS.

AutoCAD SHX Text STEPS MADE TO KEEP INTERSECTIONS OF PAVED OR PUBLIC ROADWAYS AND SITE ACCESS ROADS CLEAR OF MUD AND SEDIMENT. ROADS ARE CLEANED AT THE END OF EACH DAY.

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ALL TEMPORARY CONTROL STRUCTURES THAT ARE NO LONGER NEEDED HAVE BEEN REMOVED.

AutoCAD SHX Text PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT AREA ADEQUATELY PROTECTED FROM EROSION AND SEDIMENT DEPOSITION DUE TO INCREASES IN STORMWATER RUNOFF VOLUME, VELOCITY AND PEAK FLOW RATE.

AutoCAD SHX Text An erosion and sediment control plan consistent with the following criteria, techniques, and methods shall be submitted to the VESMP authority or VESCP authority for review and approval: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, is mature enough to survive, and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to trap sediment shall be Sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately after installation. Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport, and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state, and local requirements pertaining to working in or crossing live watercourses shall be met. All applicable federal, state, and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements shall be complied with. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP or VESMP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion, and damage Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion, and damage due to increases in volume, velocity, and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not manmade channels and shall be exempt from any flow rate capacity and velocity requirements for natural or manmade channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or manmade receiving channel, pipe, or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed manmade channels shall be analyzed by the use of a 10-year storm to verify All previously constructed manmade channels shall be analyzed by the use of a 10-year storm to verify that stormwater will not overtop the stormwater's banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed manmade channels or pipes are not adequate, the If existing natural receiving channels or previously constructed manmade channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; (2) Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; (3) Develop a site design that will not cause the predevelopment peak runoff rate from a two-year storm to Develop a site design that will not cause the predevelopment peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the predevelopment peak runoff rate from a 10-year storm to increase when runoff outfalls into a manmade channel; or (4) Provide a combination of channel improvement, stormwater detention, or other measures that is satisfactory to Provide a combination of channel improvement, stormwater detention, or other measures that is satisfactory to the VESCP or VESMP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, the applicant shall obtain approval from the If the applicant chooses an option that includes stormwater detention, the applicant shall obtain approval from the VESCP or VESMP authority for a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. All on-site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe, or pipe system or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial, or industrial In applying these stormwater management criteria, individual lots or parcels in a residential, commercial, or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k.