sketch plan

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VICINITY MAP SCALE: 1"=2000'

SUE STATISTICAL DATA 1. DEVELOPER/OWNER : OMER ART, INC.

CONTACT:

7305 GEORGE WASHINGTON MEM. HWY. YORKTOWN, VA 23692

PHONE: 757-254-9916 EMAIL: sanwaIB0550gmail.com

2. ZONING: GB - GENERAL BUSINESS 3. SITE USE: CONVENIENCE STORE & GAS STATION 4. SITE ADDRESS: 7305 GEORGE WASHINGTON MEM. HWY. 5. TAX MAP I.D.: 024-00-00-129 6. GPIN : ROBc-0703-0569 7. LEGAL DESCRIPTION: PLAT OF C. LEAR PONTON

P.B. 13, PG. 224 DEED REFERENCE: INST. #170012719

SITE BENCHMARK COUNTY OF YORK PRIMARY GEODETIC CONlROL NElWORK MONUMENT N0.67 LOCATION: SEE VICINITY MAP COORDINATE VALUE(U.S. SURVEY FEET): X-12,070,6B1.B70

Y- 3,595,939.553 ELEVATION OF STATION: 47.35' (N.A.V.D) (198B)

NOlE: ELEVATION DATIJM FOR lHIS PROJECT IS NAVD 1988

VDOT NOTES 1. ALL lRAFFIC CONlROI. MEASURES SHALL BE IN ACCORDANCE WITH THE CURRENT "VIRGINIA WORK AREA PROTECTION MANUAL". 2. VDOT DOES NOT ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF THE GRASS SWALE BMP'S, AND SHALL BE SAVED HARMLESS FROM ANY DAMAGES.

THE RESPONSIBLE LAND DISTURBER IS DAVID P. CAMPBELL, LS., FOR PLAN APPROVAL ONLY.

SURVEY BY CAMPBELL LAND SURVEYING, INC. DATED 12/10/2020, B. F.I.R.M. ZONE: X, F.I.R.M. MAP: 51199C0136D

F.I.R.M. DATE: 1/16/2015 9. SITE IS NOT IN A CHESAPEAKE BAY RESOURCE PROTECTION AREA OR

MANAGEMENT PROTECTION AREA 10. SITE AREA: 41,227 S.F. / 0.9464 AC. 12. PROJECT AREA AND AREA OF LAND DISTURBANCE: 32,115 S.F. /0.7373 AC. 13. SITE IS PARTIALLY DEVELOPED 14. BUILDING SETBACKS PER GB ZONNING:

FRONT: 45' SIDE : 10' REAR : 10'

MINIMUM LOT AREA: 20,000 S.F. 15. BUILDING USE: CONVENIENCE STORE 16. BUILDING AREA: 2,160 S.F. - (EXISTING)

PROPOSED ADDITION - 1,296 S.F.- (NEW) 17. BUILDING HEIGHT: 14'±

LAND USE • TOTAL SITE AREA: 41,227 S.F. /0.9464 AC. • EXISTING IMPERVIOUS AREA : 19,966 S.F. / 0.45B4 AC. (48%) • EXISTING GREEN AREA : 21,261 S.F./ 0.48B1 AC. (52%) • IMPERVIOUS DEMOLITION AREA: 2,573 S.F./ 0.0591 AC. • NEW IMPERVIOUS AREA: 1,B34 S.F./ 0.0421 AC. • TOTAL SITE IMPERVIOUS AREA: 19,227 S.F. / 0.4414 AC. (47%) • PROPOSED GREEN AREA: 22,000 S.F. / 0.5051 AC. (53%)

PARKING REQUIRED PARKING: EXISTING BUILDING 2,160S.F.- 1 SPACE/200 S.F.= 11 SPACES

PROPOSED ADDITION 1,296 S.F. - 1 SPACE/200 S.F.= 7 SPACES

TOTAL REQUIRED: 18 SPACES

PROVIDED; 19 SPACES

18 REGULAR PARKING SPACES & 1 HANDICAP SPACE VAN ACCESSSIBLE

DRAINAGE OVERLAND SHEET FLOW TO NEW GRASS CHANNEL BMP'S/TO EXISTING ROAD DITCHES

SOLID WASTE DISPOSAL EXISTING DUMPSTER

SANITARY SEWER / (HRR) 0.15x3,465 S.F. (GROSS AREA) = 51B GPO (24HRS) (1 B HRS OPEN) = 389 GDP EXISTING SEPTIC SYSTEM TO BE REPLACED BY DUPLEX GRINDER PUMP WITH FORCE MAIN TIED TO EXISTING WlilTE ROAD 2" FORCE MAIN.

THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR LOCATION OF ANY UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL PUBLIC AND PRIVATE UTILITY AGENaES AND DETERMINE THE EXISTENCE AND/OR LOCATION OF ALL UNDERGROUND UTILITIES. THE CONTRACTOR MUST CONTACT •MISS UTILITY" 48 HOURS PRIOR TO ANY

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GRAPHIC SCALE o· 50' 100' 150'

SCALE IN FEET 1"=50'

APPROXIMATE AREA OF LAND DISTURBANCE = 32,115 S.F/ 0. 7373 AC. I

LIST OF SHEETS 1. COVER SHEET 2. EXISTING CONDITIONS 3. E & S AND DEMOLITION PLAN 4. SITE DEVELOPMENT PLAN

UTILITIES

SURVEYOR:

GENERAL NOTES

1. CONlRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. 2. CONlRACTOR SHALL NOTIFY "MISS UTILITY" 4B HOURS PRIOR TO ANY LAND DISTURBING

ACTIVITIES. 3. CONlRACTOR SHALL BE RESPONSIBLE FOR RESOLVING ALL UTILITY CONFLICTS AND SHALL

NOTIFY THE SURVEYOR OF SUCH CONFLICTS. 4. ALL EROSION AND SEDIMENTATION CONlROLS SHALL BE IN PLACE PRIOR TO ANY LAND

DISTURBING ACTIVITIES. 5. SIGNS SHALL CONFORM TO YORK COUNTY SIGN ORDINANCE. 6. PARKING SPACES WITHIN SITE SHALL BE MARKED WITH 4" WHITE PAINTED LINES. 7. CONCRETE WHEEL STOPS SHALL BE ANCHORED TO PAVEMENT WITH REBARS. B. ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD TOWARD SITE AND AWAY FROM

ADJOINING PROPERTY AND RIGHT-OF-WAYS. 9. SHRUB AND lREE PLANTING LOCATION MAY NEED TO BE ADJJSTED TO AVOID CONFLICTS

WITH UNDERGROUND UTILITY SERVICES. 10. A COUNTY APPROVED "HEAVY DUTY CLEANOUT FRAME AND COVER" SHALL BE USED IN THE

PAVED DRIVEWAYS AND PARKING AREAS. 11. ALL ON SITE UTILITIES (PRIVATE) MUST BE CONSlRUCTED IN ACCORDANCE WITH YORK

COUNTY'S BUILDING REGULATIONS AND PROCEDURES AND THE STATEWIDE UNIFORM BUILDING CODE.

12. NO HAZARDOUS MATERIALS SHALL BE STORED ON SITE. 13. WHENEVER ANY EXISTING ONSITE ABOVE GROUND UTILITIES REQUIRE RELOCATION

FOR ANY REASON, THEY SHALL BE REMOVED AND PLACED UNDERGROUND. IN THE EVENT THE DEVELOPMENT PROJECT IMPACTS EXISTING OFF-SITE ABOVE GROUND UTILITIES AND NECESSITATES THEIR RELOCATION ONTO THE DEVELOPMENT SITE, THEY SHALL BE PLACED UNDERGROUND.

14. GAS, TELEPHONE AND ELEClRIC SERVICE CONNECTION ROUTES SHALL BE DETERMINED BY EACH UTILITY AT THE TIME OF INSTALLATION.

15. ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND.

PUBLIC WORKS / SANITARY SEWER NOTES

1. ALL COUNTY MAINTAINED SEWER LINES, MATERIALS, CONSlRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH THE MOST RECENTLY APPROVED EDITION OF THE " YORK COUNTY SANITARY SEWER STANDARDS AND SPECIFICATION MANUAL • ( AVAILABLE AT YORK COUNTY PUBLIC WORKS )

2. THIS PROJECT REQUIRES A PUBLIC SEWER EXTENSION AGREEMENT ( PSEA)". PLEASE CONTACT MR. MIKE AUGUST ( RIGHT OF WAY SPECIALIST ) AT B90-3769 FOR DETAILS AND PROCEDURES.

3. THE DEVELOPER / CONlRACTOR IS RESPONSIBLE FOR APPLYING AND OBTAINING A LAND USE PERMIT FROM THE COMMONWEALTH OF VIRGINIA.

4. THE DEVELOPER / CONlRACTOR IS RESPONSIBLE FOR APPLYING FOR AND OBTAINING ANY WETLAND PERMITS FROM THE U.S ARMY CORPS OF ENGINEERS OR COMMONWEALTH OF VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY THAT MAY BE REQUIRED.

5. A COUNTY " CERTIFICATE TO CONSlRUCT SEWER " PERMIT WILL BE REQUIRED FOR THE CONNECTION TO THE EXISTING SANITARY SEWER FACILITIES. A PRECONSlRUCTION MEETING IS REQUIRED PRIOR TO THE ISSUANCE OF THE PERMIT, AFTER THE FOLLOWING CONDITIONS ARE SATISFIED ( IF APPLICABLE ) : • SITE PLAN OR DEVELOPMENT PLAN HAS BEEN APPROVED • A LAND DISTURBANCE PERMIT HAS BEEN ISSUED, E&S MEASURES ARE

INSTALLED & PARTIAL PRELIMINARY STORM AS-BUilTS COMPLETED • THE PSEA HAS BEEN DRAFTED AND EXECUTED • CERTIFICATE TO CONSlRUCT FEE HAS BEEN PAID • VDOT LAND USE PERMIT HAS BEEN APPROVED • PRODUCT MATERIALS HAVE BEEN SUBMITTED TO THE COUNTY STAFF FOR APPROVAL.

AFTER THE ITEf.4S ABOVE HAVE BEEN SATISFIED, YOU MAY CALL MR. RANDY YOKUM AT B90-3752 TO SCHEDULE THE PRE-CONSlRUCTION MEETING

6. AN INSPECTOR OF YORK COUNTY'S DEPARTMENT OF PUBLIC WORKS IS REQUIRED TO BE PRESENT DURING THE CONNECTION OF THE PROPOSED SANITARY SEWER SERVICE TO AN EXISTING COUNTY SANITARY SEWER. CONTACT YORK COUNTY PUBLIC WORKS AT B90-3752, 4B HOURS PRIOR TO INSTALLATION, TO ARRANGE FOR A REPRESENTATIVE TO BE PRESENT.

7. CONlRACTOR SHALL SUBMIT SANITARY MATERIAL SUBMITTALS PRIOR TO CONSlRUCTION TO BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 1WO (20 COPIES OF SUBMITTALS SHALL BE SUBMITTED PRIOR TO THE PRE-CONSlRUCTION MEETING, AND UNTIL THE SUBMITTALS ARE APPROVED NO CONSlRUCTION SHALL BEGIN.

8. THIS PROJECT REQUIRES AN ADMINISlRATIVE PUBLIC SEWER EXTENSION AGREEMENT (PSEA). PLEASE CONTACT MR. MIKE AUGUST, RIGHT-OF-WAY SPEOALIST AT 757-B90-3769 FOR DETAILS AND PROCEDURES UPON PRELIMINARY PLAN APPROVAL

9. A SANITARY SEWER AS-BUILT DRAWING, CERTIFIED BY A LAND SURVEYOR, MUST BE SUBMITTED TO PUBLIC WORKS UPON COMPLETION OF THE VACUUM SEWER MAIN INSTALLATION AND PRIOR TO ANY TESTING OF VACUUM SEWER FACILITIES.

10. THE DEVELOPER / CONlRACTOR WILL BE REQUIRED TO SUBMIT A ONE YEAR WARRANTY FOR ALL MATERIAL, EQUIPMENT AND WORKMANSHIP ASSOCIATED WITH THE PROJECT.

NATURAL RESOURCES INVENTORY

THE SITE IS AN EXISTING 0.95AC. RETAIL COMMERCIAL PARCEL LOCATED ON WEST SIDE OF ROUTE 17 AND ON THE NORTH SIDE CF 'M-llTES ROAD. THE SITE IS FULLY DEVELOPED ( RETAIL OONVENIENCE STORE WITH GAS PUMPS ) ON THE FRONT ( 60"} WITH THE REMAINDER ( 40%) BEING WOODED WITH MATURE TREES WITH UNDERGROWTH. THERE IS AN EXISTING 2160 S.F BUILDING WITH AN ASSOCIATED ASPHALT PARKING LOT. THERE IS A GAS PUMP AREA ON THE SOUTHEAST CORNER OF THE SITE. PROPOSED IMPROVEMENTS TO THE SITE WILL INCLUDE A 1296 S.F BUILDING ADDITION, REMOVAL ON THE EXISTING ENlRANCE ON RT 17 AND REPLAONG IT WITH A ONE WAY IN ENlRANCE, REMOVAL OF A PORTION OF THE EXISTING PARKING LOT AND REPLACING WITH GRASS AND REMOVAL OF THE EXISTING SEPTIC SYSTEM AND REPLACING WITH A GRINDER PUMP AND FORCE MAIN. THE SITE IS BOUNDED ON THE NORTH BY STOR-MOORE SELF STORAGE, EAST BY RT. 17, SOUTH BY WI-IITES ROAD AND WEST BY A VACANT COMMERCIAL LOT. SITE DRAINAGE IS CURRENTLY OVERLAND SHEET FLOW TO EXISTING ROAD DITCHES ON RT.17 AND WHITES ROAD . THERE ARE NO TIDAL WETLANDS OR NON TIDAL WETLANDS LOCATED ON THIS PROPERTY. THIS PROPERTY IS NOT LOCATEO WITHIN A FLOOD HAZARD ZONE, RESOURCE PROTECTION OR RESOURCE MANAGEMENT AREA. THE SITE IS LOCATED WITH THE 500' WATERSHED MANAGEMENT AND PROTECTION AREA. THERE ARE NO AREAS BELOW 4' IN ELEVATION OR SLOPES GREATER THAN 20%. THERE ARE NO PERENNIAL SlREAMS WITHIN 600' OF THIS SITE. THERE ARE NO HERITAGE, MEMORIAL OR SPEOMAN lREES ON THIS SITE. SOIL TYPE FOR THIS AREA IS CLASSIFIED AS ISAGORA LOAM. SITE ELEVATIONS RANGE FROM ELEV 44 TO ELEV 46. THERE ARE NO KNOWN OR VISIBLE ARCHEOLOGICAL SITES, HISTORIC SITES, CEMETERIES, INDIVIDUAL GRAVE SITES OR OTHER SIMILAR CULTURAL RESOURCES LOCATED ON THIS PROPERTY.

#7305 GEORGE WASHINGTON MEMORIAL HIGHWAY

CAMPBELL LAND SURVEYING, INC. P.O. BOX 855

COVER SHEET YORKTOWN, VA 23692 CONTACT PERSON: DA\11D P. CAMPBELL PHONE - (757)890-0837 FAX - (757)898-4537 EMAIL - [email protected]

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PROPOSED BUILDING ADDITION AND MODIFIED PARKING LOT

CHESTERS CONVENIENCE STORE NELSON MAGISlERIAL DISlRICT

YORK COUNTY, VIRGINIA

CAMPBELL LAND SURVEYING, INC. SCALE DATE WATER SAN. SEWER ELEClRIC TELEPHONE GAS

NEWPORT NEWS WATERWORKS YORK COUNTY DOMINION ENERGY VIRGINIA VERIZON

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1419B DESIGN BY DRAWN BY CHK'D. BY JOB NO. SHEET

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ROUTINE MAINTIEN AN CE - TIHE STORM WATIER BMP WILL BE INSPECTIED AFTIER HEAVY RAIN EVENTS, BETY,£EN TIHE TIME OF CONSTRUCTION AND FULL VEGETATION ESTABLISHMENT. INSPECTION FOR OTIHER CONDITIONS WILL BE PERFORMED TWICE PER YEAR. WI-IEN NECESSARY, REPAIRS WILL BE PERFORMED WITIHIN TIHIRTY DAYS OF DEFICIENCY REPORT.

1. SITIE INSPECTIONS - INSPECTIONS ARE TO BE PERFORMED REGULARLY AS PART OF MAINTAINING A PROPERLY FUNCTIONING FACILITY. TIHE OWNER SHALL KEEP A RECORD OF INSPECTION TIME, CONDITION OF TIHE FACILITY, ACTIONS REQUIRED AND WI-IEN TIHE ACTION WAS TAKEN.

2. GRASS MOWING - TIHE GRASS SHOULD BE MAINTAINED AT A HEIGHT OF 3-9 INCHES YEAR AROUND.

3. BANK STABILIZATION - ANY AREAS TIHAT HAVE BECOME UNSTABLE SHOULD BE PROTIEClED AND RESTABILIZED.

4. WEED CONTIROL - ANY WEEDS AND OR UNDESIREABLE INVASIVE PLANTS FOUND GROWING WITIHIN TIHE BMP AREA SHOULD BE REMOVED IMMEDIATIELY.

5. INSECT AND MOSQUITO CONTROL - INSECT ACTIVITY, INCLUDING MOSQUITO DEVELOPMENT SHOULD BE MONITORED. OWNER SHALL NOT ALLOW PERMANENT SHALLOW PONDING TO DEVELOPE NOR TALL GRASS.

6. TIRASH AND OTIHER LITTIER - SHALL BE REMOVED FROM TIHE BMP AREA. DO NOT ALLOW INFLOW AND OUTIFALL OPENINGS TO BE OBSTIRUCTIED.

7. VEGETATION - SURVIVAL SHALL BE MONITORED TO ENSURE ADEQUATIE REVEGETATIED AND DEAD PLANTS & TIREE DEBRIS SHALL BE REMOVED IMMEDIA1lELY.

8. EROSION MINIMIZATION - ALL ERODED AREAS SHALL BE FINE GRADED AND COVERED WITIH SOIL RETIENTION MATTING AND SEEDED DURING TIHE GROWING SEASON.

9. VECTOR CONTIROL - ALL ANIMAL BURROWS SHALL BE BACKFILLED AND COMPACTIED AND TIHE ANIMAL REMOVED FROM TIHE BMP AREA.

10. OUTIFALL STIRUCTURES - ANY REPAIRS MADE TO TIHE PRINCIPAL SPILLWAY SHOULD BE REVIEWED BY A PROFESSIONAL ENGINEER. REGULAR CLEANING OF INLET AND OUTLET IS REQUIRED. OWNER TO CHECK MONTIHLY AND AFTIER SIGNIFICANT RAIN EVENTS. REMOVE ALL DEBRIS AT INLET AND OUTLET.

NON-ROUTINE MAINTIENANCE -REESTABLISHING UNOBSTIRUCTIED PERFORATIONS VIA RODDING OR DRILLING HOLES MAY BE REQUIRED. OWNER SHALL RESTABLISH TIHE REQUIRED MATIERIALS WITIHIN TIHE FACILITY AS PER ORIGINAL DESIGN.


SITE DEVELOPMENT PLAN




CAMPBELL LAND SURVEYING, INC. SCALE DATE P.O. BOX 855, YORKTOWN, VA. 23692 1---_--,---+-8-/-5-/-2 - 0 -2 -0--1

(757) 890-0837 1-=20 DESIGN BY DRAWN BY CHK'D. BY JOB NO.

DPC DPC DPC 20-0394

20-0394.DWG F.B.: , PG.

SHEET

4 OF 4

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