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HomeMy WebLinkAbout86-07 Old Stone Restaurant - Improvements - Stonewall - Backfile (2)THE OLD STONE RESTAURANT AND RELATED SITE IMPROVEMENTS ABBREVIATIONS PROJECT: THE OLD STONE RESTAURANT OWNER & RELATED SITE IMPROVEMENTS DEVELOPER: LAXMI N. KESARI 3425 MARTINSBURG PIKE 11499 WHITE OAK COURT STONEWALL MAGISTERIAL DISTRICT HERNDON, VIRGINIA 20170 COUNTY OF FREDERICK, VA (703) 406-0736 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: MARSH & LEGGE LAND LANDSCAPE 116 S. STEWART STREET, SURVEYORS, P.L.C. ARCHITECT: WINCHESTER, VIRGINIA 22601 139 N. CAMERON STREET (540) 662-5792 WINCHESTER, VA. 22601 Contact: TIMOTHY G. PAINTER (540) 667-0468 Contact: MR. SCOT MARSH PARCEL INFORMATION: PROPERTY ID NO.: 33-A-163 SITE AREA: 1.4890 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: CONVENIENCE STORE & RESTAURANT PARKING LOT ADDITION CURRENT USE: CONVENIENCE STORE & RESTAURANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (IMPERVIOUS AREAS < 0.75 x 1.4890 Ac.=1.1168 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) FRONT: 35 FT. (COLLECTOR OR MINOR STREETS) REAR: 0 FT. SIDE: 0 FT. PARKING: RESTAURANT: 1 SPACE PER 100 SQ. FT. OF FLOOR AREA STORE: 1 SPACE PER 200 SQ. FT. OF FLOOR AREA PARKING REQUIRED: RESTAURANT: 1,974.65 SQ. FT./100 SQ. FT. = 19.75 SPACES => 20 SPACES STORE: 2,351.14 SQ. FT./200 SQ. FT. = 11.76 SPACES => 12 SPACES TOTAL => 32 SPACES HDCP SPACES: 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: CONVENIENCE STORE & RESTAURANT FRONTAGE: 305.45 FT. (MARTINSBURG PIKE) 154.78 FT. (HOPEWELL ROAD) PARKING PROVIDED: 16 EA. REGULAR PARKING SPACES 14 EA. TRUCK PARKING SPACES 8 EA. STANDING PARKING SPACES 38 PARKING SPACES TOTAL PROVIDED (INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 4,325.79 SQ. FT. (0.0993 ACRES) PARKING/DRIVES: 45,494.46 SQ. FT. (1.0444 ACRES) CONCRETE SLABS: 7,383.82 SQ. FT. (0.1695 ACRES) TOTAL IMPERVIOUS AREA: 57,204.07 SQ. FT. (1.3132 ACRES) F.A.R.: F.A.R.: 0.0993 Ac/1.4890 Ac = 0.0666 < 1.0 OPEN SPACE: 1.4890 Ac. - 1.3132 AC. = 0.1758 Ac. (7,656.46 SQ. FT.) HISTORICALLY NON -CONFORMING: (11.80%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area Perimeter Screen Along R—O—W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: HISTORICALLY NON —CONFORMING 3 trees proposed Perimeter Screen Along R—O—W & Adjacent Properties: (3' High Evergreen Hedge) => NOT APPLICABLE BUFFER: NOT APPLICABLE ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE BUILDING —MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF —SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY IS IN USE AND SHALL REMAIN FOR USE BY THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND FOOD PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. THE OLD T• ERE TAURANT 4 5 MARTI PIKE T • E ALL MA I TERIAL � IS I gmvffll�ml K �RNJT V11mililivilA I I COUNTY OF FREDERIICK FREDERICK COUNTY, VIRGINIA Qr ".. mac° �CF ,o p 3 Q-d' Fac c� a SITE Hopewell Rood - Rt. 672 � � 1 Rt. 672.. g.ucetbwn itoo': yy�ahingttm.f' Springbrook- �f A� off, VICINITY MAP 1" = 2000' DONALD R. FAIRMAN 33-A-164F DB: 908 PG: 338 ZONED: B2 USE: COMMERCIAL & 2 Z� INDUSTRIAL L� c5' ®e� 2 HMC LP LLP 33-A-114C INST #:-01-10026 ZONED: RA USE: AGRICULTURAL/UNDEVELOPED 0 �_z I 20-100 ACRES I I I � CORA ELLEN DICK ! ! I I I ! ! ! Ju r j 33—A-1648 I INST. #:—02-16440 I 4i ZONED: RA USE: SINGLE-FAMILY RESIDENTIAL I I I b P.I.N. 33-A-163 o n 1.4890 ACRES ( I D.B. 544 Pg. 291 I to O ING EXI TING y \ 0 STORY TWO ORY UILDING BUILDING II�I�i I 0 I"I I PROPOSED PROPOSED _! ! 1 y o L�I oI -Io CONVENIENT RESTAURANT —� STORE ! ! F-Ho 7 S73`46'00 "r 30545' MARTINSBURC PIKE - U. S ROUTE 11 80' R,, r WILLIAM H. LAWRENCE CLEARBROOK PRESBYTERIAN 33-A-162 CHURCH DB: 647 PG: 157 33-A-158 ZONED: RA REC. # 27546 USE: COMMERCIAL & ZONED: RA INDUSTRIAL USE: RELIGIOUS PROJECT OVERVIEW S. K. ASSOCIATES INC. 33-A-163 INST #:-04-2233 ZONED: B3 USE: COMMERCIAL & INDUSTRIAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT H TR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WI_ WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8- PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHT. 1 /4: COVER SHEET SHT. 2/4: GENERAL NOTES SHT. 3/4: SITE LAYOUT PLAN SHT. 4/4: SANITARY LATERAL & PUMP STATION ToIMOYd G IPA INTERwy 0c. 18260 ?4 zS,oNAL V'IGA r,6:.�'rV ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL PAINTER=LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: off ice*painterlewis.com CONSULTING JOB NO.: 0404014 SHEET: ENGINEERS December 3, 2007 1 /4 Latest Revision Date: January 29, 2008 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. THE FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11 (MARTINSBURG PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 1 ASSEMBLYE???T30 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL BE USED AS THE CONSTRUCTION ENTRANCE FOR THIS PROJECT. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH PVC PIPE AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE F.C.S.A. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER PIPING, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. THE EXISTING WATER SERVICE WILL REMAIN IN SERVICE AND BE USED FOR THE RENOVATED USES. THE WATER PIPING SHALL BE POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN. 5. THE EXISTING WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: a) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. b) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1- WATER SERVICES. c) FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE EXISTING STORM SEWER SYSTEMS AND THE EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE STORM WATER RUNOFF FROM THE ON -SITE IMPROVEMENTS WILL NOT RESULT IN AN INCREASE FROM THE EXISTING CONDITIONS ON -SITE, BECAUSE NO INCREASE IN IMPERVIOUS AREA WILL RESULT. THE PROPOSED GRADING AND THE EXISTING PIPING SYSTEMS IN ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING ELEVATION IS ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE STORM SEWER SYSTEMS. PAVING AND CONCRETE: 1. THE EXISTING ENTRANCES, MAIN DRIVE AISLES, AND PARKING AREAS SHALL REMAIN AS CURRENTLY INSTALLED. THE PROPOSED, REAR PARKING FACILITY SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2, AS APPLICABLE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION). 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS. SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL 6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING AREA OF THIS SITE. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT UST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x:2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. 14. LOCATE TREES A MINIMUM OF 36" AWAY FROM WALLS AND WALKS, IF POSSIBLE. 15. ALL EXISTING PLANT MATERIALS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE SITE PLAN. Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction. regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of an dedicated street right-of-way. At the direction of VDOT density tests Y� tY shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Romps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER r_� SEDIMENT BARRIER - \ (STRAW BALE TYPE SHOWN) \ SUPPLY WATER TO WASH WHEELS IF NECESSARY. r Q 0 Q O C_ r) LLJ Q A Q� L O O IY CD Z I- (n X Lv h SECTION A - A F W NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP DEVICE. NOTE: / USE?AANDBAGS, STRAW BALES ORHER APPROVED METHODS TO ANNELIZE RUNOFF TO BASIN 111.1 AS rEQUIRED. t FL011 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT w J F_ l'- U w 3 O a me u7 O k4 I � N Q 1 N W ZO W Z (9 V Z Y Z 9 - D a J W LL W Z?WO Ix D ® Q 5 p J U - ® N Q W 113 W M I�j W o LL. in ■ 6 ■ ..J ■ 06 O ■e ++ O N (p N O P0 O U N cV r- L N N j, IO $ � N (p L v v_ 3 c co O .. c 'v W J N ca n �' L0 � O � a ` - 1 :3L ° � ° a) U o N N t W ° v v E Z3: w 0 Z w �w V) O LLJ yRH Op t A �- PAR a 18260 Cs~ �sSIONAL SURVEY: C.I.: MARSH & LEGGE N/A DRAWN BY: JOB NO.: P-L-PLC. 0404014 SCALE: DATE: N/A 12/15/04 SHEET: 2/4 mi )� 0 UI UI UI �d 4 \ EX. CORNER POST 4.1 41 �I 0, LA EX. 270 FORCE LATERAL r4-� EX. INV. tit(200.53) I � n \ \ x IW EX. INV. \ \\ / I (199.75) I EX. MPP I \ CONNECT PRESSURE PIPE TO EXISTING SANITARY LATERAL \ \ \ _41 7 200 PSI ROLLED PLASTIC PIP (OR EQUAL) \ \� I O I I I INSTALL WITH MINIMUM DEPTFTQF p� BURY - 36" I` I SEE PIPE BEDDING DETAILS \ / SAWCUT AND REMOVE ASPHALT TO I I INSTALL PROPOSED LANDSCAPE I I I I GREENING MATERIAL 1� I I I I•� -_ EX. 1RUCM ._ ��- E-.��EOP DUMPSTER SCREENING: PARKING I I I 1. PROVIDE 10'x12' BOARD t 10 I 1 SCREENING FENCE ENCLOSURE ►� / ' EX WPP WITH (2) 6' GATES AS SHOWN. RELO B 7E0 Pz i SCREENI PROVIDE DNG`AS_SHOWN. Leh ' I ( o'EX. G SSED APVMTREA SHALL BE TO REMAIN. AREA _ X. SIGN II \ REM D AND PAVED WIT A 10-LPROPOSED EX. NPPEX. ASf�I�ILT STRIPES �THE! EX MAT GP RKINGSAREA.N TO E/ONE PUMP STATION n IV��9356 c` (TB.R.) W MODEL GP 2014 (OR EQUAL) "1 I \ ti° k INSTALL PER MANUFACTURER V I J I I I ( EX. GRASS AREA I4i SPECIFICATIONS. W GRASS A I ADJUST FINAL LOCATION OF PUMP \ 4 I \ I I EX. STATION AS DIRECTED BY THE II L]J Q. ( I SEPTIC I OWNER & FIELD FIT AS REQ'D EX. TANK \ SEPTIC (TER.) TANK p CZB.R.) p E N65587' I \ X. 't 2x4 TOP RAIL I I I i t ' j I 1 x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) -- -- i 6' 2x4 MID RAIL i 8'-4x4 POST ® 8' CC 2x4 BOT. RAIL _ i_ ATTACH RAILS TO POST 6„ PROP. GRADE W/3-10d(EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. NOTES: U., ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 6' GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE 2" SM-12.5AL BIT. CONC. SURFACE COURSE 6" 21-B --- 7 STONE BASE O COMPACTED SUBGRADE - H11- TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE O \ EX. EDP I P.I.N. 33—A-163 \` N C E EX. ASPHALT 1.4890 ACRES ..��`` (TO REMAIN) � D.B. -- --- I D•D• 544 Pg. 291 REMOVE DAMAGED SPHALT y EX. o AREAS AS NEEDED AND FUEL EX RE VE ENTRANCE VS 7 PUMP � BRA NEE ED tvIi4TCHING X. I • (T B. R.) EX I I I �AV MENT ',ISECTION tA CO° EASP OLL AL T I 2.5'R _ _EX. - EX. AIR EX. EX. CONCREIF (�BR)0P;�`! EX v 40.12' --- j EX. 60' 29.13'-1 II WELL ° FILLER EX. LID CAP \LID �� EX Y �' PROPANE / I Ik y \ CANOPY \ 16.96' - TANKS I III EX / (TB.P.) EX. TW STORY I II Q EX EX \ INDICATE \ TANK -� . EX. TWt') STORY STONE dr FRAME 2 5 II it I� 3 MP MP \ T.B. R. �i I STANDING � ( STONE do FRAME BLDG. a I PROP. RESTAURANT SPACE -Ii PROP. CONVENIENT STORE 3425 0 ❑ TYP. \ AREA: 2351.14 S . Ft. v . - II I 2. R o > v EX. EX I ( ) ❑ EX - 3425 q o AREA: 1974.65 Sq. Ft. � o z � I IIFUEL , I FUEL /� - .96' ' FIN. FLOOR ELEV.=201.70 o Io '� g w O PUMPS FUEL FIN. FLOOR ELEV.=201.70 �I �'NZ �\ PUMPS PUMPS PARKING REQUIRED: 20 Spaces m w o I ❑ ❑ I ❑ I PARKING REQUIRED: 12 Spaces 2 42' 2 83, O ml ,w w - -� IL- �1 I ENCLOSPARK/NG REQUIRED: OT L) 35 Spaces 752 I--I-12.75'; i = EX. (It7.46 . -T --" U - ' as z I _� 158.76'— . . ENTRY . 0' . I 1 '—� w v� Q Q � � o 26.1]�---=-1-1II33'-1-10. q . W 3.08' '�'< � cn (,n w o I EX. \ EX 35 BRL o _� _ N i o x w Q o Q> I I MP EX. ❑ 2 EX. \ CANOPY EX. I oo ENCLOSED I —PREP-CAST 1 CONC. o I z a z m i ENTRY I 201 I j I WHEELSTOP AT N W F o CONC-ETA- —� FUEL \ i r o PUMPS I j e Fl EACH PARKING n '� w cr z- �`' t I \ ❑ I PROP. I f ..- r w�i EX �� I BLDG. I N I F� I STALL (TYP.) ''' < � a o m wQ� o S"4 �.� I C wL`� I MOUNTED I w w I N ¢ C u=i oz Of HDCP SIGN EX. *PP / �. N. E. CORNER OF p EX. �� I N I I w rn I N12927 \ EX. STONE WALL CONCRETE EX. IWPP i MS EX. CONC. WALL -� N65588 S2346'00 "F �! 305.450 EX. 0/H ELEC. — - -�- ---- ------ V - 9 BENCHMARK __ - - _ - Ex. EX. lNV.= C — (196.91) J 2 NAILS IN POLE fMEMO-� — �� �' ��`s'!-- \ /-�- \ 1, STOP i (196.85) EX. 15" CMP O _ ) -EX. GRASS ! j rEX. GRASS EX. GRASS ' Ex. _ ELEV. = 200.00 � _-- � � � ( Ex. cRAss /' sly /� EX. CG-7 EX. CG-7 f EX. CG-7 EX. CG-7 EX. CG-7 = -- 200 -- 20 0 20 Scale 1 " = 20 ft .• U. S. ROZ TE 11 1 6 EX. OPP EX. OPP 984 N29357 NOW - CONTRACT HYDROSEE AREAS DID OF THEIR (2) UPRIC TREES OF TO BE GL TREE WR/ RUBBER I 2"x2" HAF 2 PER TR 12 GAUGE WIRE-DOU 4" MULCH 3" SAUCEI EXISTING SOIL MIX COMPACTS TREE FRC UPRIGHT FIRM BEAT REMOVE 1 ROPE FR( TREE PLANTING SECTION N.T.S. PLANT LIST 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE —6'-0"— FRONT VIEW 1 /2" PROP. 6' CAR STOP " + - EX. PAVEMENT CONTINUOUS 2" „ STRUCTURE #4 REBAR 5 5/8"Ox18" STEEL DOWELL END VIEW PRE —CAST WHEEL STOP DETAIL NOT TO SCALE 5'-9" MIN 45' KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS RM 1 Acre rubrum Red Maple 2" cal. see plans caliper measured 6" above grade QR 2 Quercus rubra Red Oak 2" cal. see plans caliper measured 6" above grade TO 8 Thuja occidentalis Eastern Arborvitae 4'-6' Ht see plans ball and burlap ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING N z o z w Z N w w o O _ rj h O U Q J O r f U C� Z ~O Z O w z 3 0 L o > a Q a o 0 0 0 CV I p CV I Q I CV I I CV to ri cV 0 W a w .J H V Z 9WViZ H Ljw J> Z O Z p 0 W C-4 � A Q U � W U LjjZ ix 0 0 ■ I p N (fl N � tM Cn O U 6 CV � r Vi cV c0 � CCN 3 O W )Uo �' _J li ° o E `0(n � L W r Cp s a- a) co U — C ~ w E Z � w U V) Z Jw w �G oZ Z,TH OF "�4, pmm 8260 �.SIONAL SURVEY: MARSH & LEGGE 1' DRAWN BY: JOB NO.: P-L-PLC. 0404014 SCALE: DATE: AS SHOWN 12/15/04 SHEET: 3/4 �doo \q 6. I 'Po I 1� ti \\ �` O EX. 270 FORCE fsSEWER LATERAL EX. INV. = (200.53) I EX. IN \ \ \ \ CONNECT PRESSURE PIPE TO EXISTING SANITARY LATERAL 3 200 PSI ROLLED PLAST C PIPE �lOsB, (OR EQUAL) � INSTALL WITH MINIMUM DEPTq'4QF I �} BURY = 36" \ I I SEE PIPE BEDDING DETAILS i SAWCUT AND REMOVE ASPHALT TO I I ZaTCREENING TALL PROPOSED LANDSCAPE �i MATERIAL. 1 \1 G /AASSED \EohDUMPSTER SCREENING:1. PROVIDE 10'x12' BOARD 10SCREENING FENCE ENCLOSUREWPP WITH (2) 6' GATES AS SHOWN\ ___ IE 2. PROVIDE LANDSCAPEIED SCREENING-,AS.._SHOWN.'EX. DUMPSTER AREA ` ---EX. SIGNIIQ, EX. GEA SHALL BE TO REMAIN. i EX. '� REMOIVED AND PAVED WIT A EX. WPi MATQ}iING PVMT. SECTION TOa PROPOSED E/ONE PUMP STATION N29356 STRIPES W� TH I EX. PARKING AREA. ' ' (TR.R.) "-MODEL GP 2014 (OR EQUAL) I I 2c EX. GRASS AREA INSTALL PER MANUFACTURER ' SPECIFICATIONS. (MASS (T..R.R.) ADJUST FINAL LOCATION OF PUMP EX. STATION AS DIRECTED BY THE ; 12I EX. ❑ SEPTIC OWNER & FIELD FIT AS REQ'D j i4 TANK I SEP 77C (Tap.) TANK / raj ' \(T B. R-) O Ex. Fop ` O w CEI N rn 0 -1 63 EX ASPHAL T Nii o (TO REMAIN) LJ I 291 L4 b REMOVE DAMAGED kSPHALT ( `� EX No EX AREAS AS NEEDEDI AND I � 1 R 20 0 �X. AIR PUMP (T. B.R.) EX. - TANK i6 K11 FUEL STRIPES PUMP I (T B.IR.) EX. coo ( PROPANE TANKS EX. TWO STOR Y (TB.R.) 60 Scale 1 " = 20 ft (• EX. TWO STORY / EP►4VE E�JTRANCE AS I �j NEEDED MIATCHING X. • PAVEMENT (SECTION EX. ROLLED 1I P ASPHALT 2!5'R -� 29.13'� 4L � Ill Ix y 1 The data below show the approximate operating characteristics of the existing F.C.S.A. pump station at Woodbine Road and the proposed E/ONE pump station at the Old Stone Restaurant. Pump Shutoff Shutoff Design Design Max. Operating Max. Operating Start Hyd. End Hyd. Discharge Pump Label Head (ft) Discharge (gpm) Head (ft) Discharge (gpm) Head (ft) Discharge (gpm) Grade (ft) Grade (ft) (gpm) Head (ft) WOODBINE PUMP 177.33 0.00 133.00 185.00 0.00 370.00 598.94 740.47 166.24 141.53 OLD STONE RESTAURANT PUMP 122.67 0.00 92.00 11.00 0.00 22.00 628.86 703.57 13.76 74.71 The data below show the calculated pressure in the F.C.S.A. force main at the point of connection of the proposed lift station at the Old Stone Restaurant. Junction Elevation Demand Demand Hydraulic Pressure Label (ft) (gpm) Pattern Grade (ft) (psi) OLD STONE RESTAURANT 624.00 0.00 Fixed 702.91 34.13 FORCE MAIN HIGH POINT 625.50 0.00 Fixed 692.04 28.77 VDOT LIFT STA 620.00 180.00 Fixed 681.16 26.45 PUMP STATION DESIGN AND INSTALLATION DESIGN CRITERIA Estimated Daily Flow Maximum: convenience store with fuel pumps: 10 gpd/vehicle x 100 vehicles = 1,000 gpd restuarant with on fixed seats: 50 gpd/seat x 30 = 1,500 gpd apartment with 1 bedroom: 150 gpd/bedroom x 1 = 150 gpd design flow: 2,750 gpd estimated peak flow: bathroom group (1) 0 3.6 WSFU hose bibs (2) 0 2.0 wsfu kitchen sink (1) 0 1.4 wsfu kitchen sink, restaurant (1) 0 4.0 wsfu lavatory, public (4) 0 2.0 wsfu water closet, public (6) 0 5.0 wsfu Total: 51.0 wsfu: from Int. Plumbing Code Table E101B, peak flow = 29.1 gpm SYSTEM COMPONENT DESCRIPTION A. Piping Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the gravity sewer line. The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding providing uniform longitudinal support under the pipe. Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the embedment material. The distribution lines should be installed using grade boards and/or stakes placed at 10' intervals. Trenches and distribution lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along the longitudinal axis of the pipe with holes turned down. B. Pump System The pump system called for on the plans is the Enviroment One Model GP 2014-93 duplex, grinder pump package. This system is available from Design Equipment Inc., 804-752-6335. The GP 2014 is a complete unit, including the grinder pump, check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer specifications. Provide an audible and visual alarm to work with the high water switch in the system. Install the alarm in a conspicuous location in the building. C. Pump Head Calculations The standard system pump will be adequate to convey the sewage to the proposed point of discharge. The calculated design head is based on a peak discharge rate of 15 gpm. The design head for the proposed pump is 80 feet. The proposed pump will be a 240 volt, single phase, 1 horse power motor with a 1 1/4" NPT discharge. A master disconnect switch and manual over -ride switch is required on the pump control box. The alarm is to be wired on a separate circuit than the pump. iI 0. D. 18" FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE 2 X 0. D. TYPICAL PIPE BEDDING DETAIL NOT TO SCALE MINIMUM DEPTH OF BURY IS 36". 10" 4�II 2 PLAN 10" 2 4" SECTION PRESSURE PIPE PRESSURE PIPE THRUST BLOCK DETAIL NOT TO SCALE FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE. DIMENSIONS SHOW ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. ACCESS WAY VENT STRAIN RELIEF CORD CONNECTOR FIELD JOINT, REQUIRED FOR MODELS TALLER i THEN 2014-93 INTERNAL WELL VENT 2.0' DIA. INLET, GROMMET TO ACCEPT 4.50' O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 40 in 1023 mm DISCH ALARM 31 in 800 mm 26 in 648 rnrn ON 96 gal OFF 363 L 18 in 445 mm 65 gal 246 L 14 in 343 rnrn 49 gal 185 L SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR WATER TIGHT LID, FRP DUAL WALL,CORRUGATED HDPE ACCESSWAY POWER & ALARM CABLE / 12-6 W/GND ELECTRICAL QUICK DISCONNECT / (EQD) �\ CORE CONTROL COMPARTMENT BREATHER DISCHARGE 1 1/4' FNPT (304 S.S.) QUICK DISCONNECT ASSY. (304 S.S.) SS CAST BALL VALVE 1 1/4' DISCHARGE LINE -1- (304 S.S.) CHECK VALVE (GLASS FILLED PVC) ANTI -SIPHON VALVE (GLASS FILLED PVC) HDPE TANK 1/2' NOMINAL WALL THICKNESS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. U NSF c5p !L®�� U U GRADE MUST SLOPE AWAY FROM STATION GRADE GRADE OVER INVERT DISC DEPTH 90.3' BALLAST CONTAINMENT 40.3' RING 31.5' DISCHARGE: 1-1/4 FEMALE H-ET; EPOM GROMMET FOR PIPE THREAD 4' DWV PIPE (STANDARD) 0 38.8• NSF c5p SGS CAH 7/08/02 C 1/16 DR BY CHK'D DATE ISSUE SCALE BALLAST REQUIREMENTS A CONCRETE ANCHOR IS RE9VIRED ON ALL MODEL 2014-93 STATIONS IONS SPECIFIC CONCRETE DIMENSIONS ARE REQUIRED aEtlNER GYGTEM• TO ACHIEVE NECESSARY BALLAST EFFECT MODEL 2014-93 SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS PA1337P03 J Z go FW-- Q gV) as �a w i= aD l aD 1 U U N ZI z 0 Ld U) O o O U �l O Z p a to u) l O Oi I i � `1' N O 041 041 U Z � Q �WU)Z ait -' F- > W Of Z Z O � 0 0 (nQ�Y p U ONQw � w C)W LLJ Z� O O W J a: O ,- O N (p N n Q) U � (All N N `n Ui V / co 3 NCN� O p J L a 1 c m ° ° ° "0� U) 0 UJ cD � 0 _ C ~ L.� Zw 0 (n Z It Jw LLJ U) Z_ Z U O Z Lail c) Ld H o1,064 o o. 26 o�.l0 SSIONAIL SURVEY: MARSH & LEGGE 1' DRAWN BY: JOB NO.: P-L-PLC. 0404014 SCALE: DATE: 1 "=20.0' 12/15/04 SHEET: 4/4 —o N N 0 ca 6 THE OLD STONE RESTAURANT ABBREVIATIONS AND RELATED SITE IMPROVEMENTS PROJECT: THE OLD STONE RESTAURANT OWNER & RELATED SITE IMPROVEMENTS DEVELOPER: LAXMI N. KESARI 3425 MARTINSBURG PIKE 11499 WHITE OAK COUP T STONEWALL MAGISTERIAL DISTRICT HERNDON, VIRGINIA 20170 COUNTY OF FREDERICK, VA (703) 406-0736 ENGINEER\ PAINTER—LEWIS, P.L.C. SURVEYOR: MARSH & LEGGE LAND LANDSCAPE 116 S. STEWART STREET, SURVEYORS, P.L.C. ARCHITECT: WINCHESTER, VIRGINIA 22601 139 N. CAMERON STREET (540) 662-5792 WINCHESTER, VA. 22601 Contact: TIMOTHY G. PAINTER (540) 667-0468 Contact: MR. SCOT MARSH PARCEL INFORMATION: PROPERTY ID NO.: SITE AREA: ZONING: PROPOSED USE: CURRENT USE: ZONING REQUIREMENTS: DENSITY: F.A.R. RATIO: BUILDING HEIGHT: SETBACKS: FRONT: FRONT: REAR: SIDE: PARKING: RESTAURANT: STORE: PARKING REQUIRED: RESTAURANT: STORE: HDCP SPACES: PROPOSED DEVELOPMENT FRONTAGE: PARKING PROVIDED: LOT COVERAGE: F.A.R.: OPEN SPACE: LANDSCAPING: PARKING AREAS: PROVIDED: 33—A-163 1.4890 Ac. BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT CONVENIENCE STORE & RESTAURANT PARKING LOT ADDITION CONVENIENCE STORE & RESTAURANT PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (IMPERVIOUS AREAS < 0.75 x 1.4890 Ac.=1.1168 Ac.) FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 35 FT. 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) 35 FT. (COLLECTOR OR MINOR STREETS) 0 FT. 0 FT. 1 SPACE PER 100 SQ. FT. OF FLOOR AREA 1 SPACE PER 200 SQ. FT. OF FLOOR AREA 1,974.65 SQ. FT./100 SQ. FT. = 19.75 SPACES => 20 SPACES 2,351.14 SQ. FT./200 SQ. FT. = 11.76 SPACES => 12 SPACES TOTAL => 32 SPACES 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) CONVENIENCE STORE & RESTAURANT 305.45 FT. (MARTINSBURG PIKE) 154.78 FT. (HOPEWELL ROAD) 16 EA. REGULAR PARKING SPACES 14 EA. TRUCK PARKING SPACES 8 EA. STANDING PARKING SPACES 38 PARKING SPACES TOTAL PROVIDED (INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES) BUILDINGS/STRUCTURES: 4,325.79 SQ. FT. (0.0993 ACRES) PARKING/DRIVES: 45,494.46 SQ. FT. (1.0444 ACRES) CONCRETE SLABS: 7,383.82 SQ. FT. (0.1695 ACRES) TOTAL IMPERVIOUS AREA: 57,204.07 SQ. FT. (1.3132 ACRES) F.A.R.: 0.0993 Ac/1.4890 Ac = 0.0666 < 1.0 1.4890 Ac. — 1.3132 AC. = 0.1758 Ac. (7,656.46 SQ. FT.) HISTORICALLY NON —CONFORMING: (11.80%) PARKING LOT LANDSCAPING: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area Perimeter Screen Along R—O—W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces HISTORICALLY NON —CONFORMING 3 trees proposed Perimeter Screen Along R—O—W & Adjacent Properties: (3' High Evergreen Hedge) => NOT APPLICABLE BUFFER: NOT APPLICABLE ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE BUILDING —MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF —SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY IS IN USE AND SHALL REMAIN FOR USE BY THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND FOOD PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. THE 00 LD � ERE TA IRANT 4 MARTI S' RG ' I E T E AL MA I TE' IAL DI TRI T COUNTY OF FREDERICK FREDERICK COUNTY, VIRGINIA I c SITE c , HOPOwNi Rood a - Rt. 672 F1't. 872 fix: "rg.ueetbwn 5200 Y�aepringVn99 a� gea,brooic Drive � oc VICINITY MAP 1" - 2000' DONALD R. FAIRMAN c�Z 33-A-164F DB: 908 PG: 338 ZONED: B2 USE: COMMERCIAL do Z� INDUSTRIAL Zz. 1- � i If J I HMC LP LLP 33-A-114C INE T #:-01-10026 ZONED: RA USE: AGRI,ULTURAL/UNDEVELOPED 2 '0-100 ACRES I � CORA ELLEN DICK 33-A-164B INST. #:-02-16440 I ZONED: RA USE: SINGLE-FAMILY RESIDENTIAL P.I.N. 33-A-163 0 1.4890 ACRES D.B. 544 Pg. 291 I O Gs' EXI �TIOW NG \ 0 STORY TWO �� �-I UILDING BUILDING 1"I I�t I PROPOSED PROPOSED �I-� STORE CONVENIENT RESTAURANT S23046'00'7 _ _ _ 305.45' AARTINSBURC PIKE - U. S ROUTE 11 80' R/iIP WILLIAM H. LAWRENCE CLEARBROOK PRESBYTERIAN 33-A-162 CHURCH DB: 647 PG: 157 33-A-158 ZONED: RA REC. # 27546 USE: COMMERCIAL & ZONED: RA INDUSTRIAL USE: RELIGIOUS PROJECT OVERVIEW fro=401 S. K. ASSOCIATES INC. 33-A-163 INST #:-04-2233 ZONED: B3 USE: COMMERCIAL & INDUSTRIAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHT. 1 /4: COVER SHEET SHT. 2/4: GENERAL NOTES SHT. 3/4: SITE LAYOUT PLAN SHT. 4/4: SANITARY LATERAL & PUMP STATION TI HX G. AINTER Lic. No. 18260 �i t; SrONAL ti� ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL FP PAINTER=LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540)662-5792 FP ® Facsimile (540)662-5793 Email: off ice®pointerlewis.com ps CONSULTINGJOB NO.: 0404014 SHEET: ENGINEER'S December 3, 2007 1 /4 Latest Revision Date: January 29, 2008 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTIUTIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED 1 Y MARSH & LEGGE, LAND SURVEYORS, P.L.C. THE FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11 (MARTINSBURG PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 1 ASSEMBLYE???T30 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL BE USED AS THE CONSTRUCTION ENTRANCE FOR THIS PROJECT. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOUSHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTIUZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH PVC PIPE AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE F.C.S.A. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER PIPING, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. THE EXISTING WATER SERVICE WILL REMAIN IN SERVICE AND BE USED FOR THE RENOVATED USES. THE WATER PIPING SHALL BE POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN. 5. THE EXISTING WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: a) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. b) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. c) FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILUNG THE MANHOLE. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE EXISTING STORM SEWER SYSTEMS AND THE EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE STORM WATER RUNOFF FROM THE ON -SITE IMPROVEMENTS WILL NOT RESULT IN AN INCREASE FROM THE EXISTING CONDITIONS ON -SITE, BECAUSE NO INCREASE IN IMPERVIOUS AREA WILL RESULT. THE PROPOSED GRADING AND THE EXISTING PIPING SYSTEMS IN ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING ELEVATION IS ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE STORM SEWER SYSTEMS. PAVING AND CONCRETE: 1. THE EXISTING ENTRANCES, MAIN DRIVE AISLES, AND PARKING AREAS SHALL REMAIN AS CURRENTLY INSTALLED. THE PROPOSED, REAR PARKING FACILITY SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2, AS APPLICABLE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTIUZED THROUGH MODIFICATION). 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL 6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE UGHTS PROPOSED IN THE PARKING AREA OF THIS SITE. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE (PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. SHRUBS HALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH CONTINUOUS 7. GROUPS OF S UBS S O S EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICIK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. 14. LOCATE TREES A MINIMUM OF 36" AWAY FROM WALLS AND WALKS, IF POSSIBLE. 15. ALL EXISTING PLANT MATERIALS SHALL REMAIN UNLESS OTHERWISE NOTED ON THE SITE PLAN. Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/ior developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3,.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Deweloper shall have, within the limits of the project, an employee certified by the Virginia Deportment of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design con be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A. within plus or minus 2% of optimum moisture for the full width of on dedicated street ri ht-of-w t h direction VDOT, y g ay. A the d rect on ofdensity tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall Ibe placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VITM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% SECTION A - A SEDIMENT BARRIER - \ (STRAW BALE TYPE SHOWN) \ SUPPLY WATER TO WASH WHEELS IF NECESSARY. Q ! Q O Fd.®w D' 2 '9 OR GREATER NOTE: SPILLWAY USE NDBAGS, STRAW BALES OR HER APPROVED METHODS TO HANNEUZE RUNOFF TO BASIN AS REQUIRED. �. EX. ASPHALT PAVEMENT SECTION SHALL BE USED. • =:�,•• Arm -fir• 1■w,•1•�:y►: •tip 1� ,�•- •1� ti� DIVERSION RIDGE LIJ PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP DEVICE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT am u0 O I N Q I N b w J F- w O J 9 W W I- ZO W Z (9 U Y Q Z D 0 J Ww i° W W Z Z Z W 0 0 V c Y 0 V 0 Cy < W Wr�ry�W ~ OW FCAI - ■ U ■ r� ■ E ■� ++ O N �p N � � 0) U N CV r r U) N c0 (0 v v co W 3 c 0 c O J V � �- 1 :3 L ° +' c ° a� v E o N t N WN U v E Z3: w 111110 In Z � J LLJ LLJ DZ V) Z() 2Z io w H OF 9 I A Uw NIM9 dl 1260 "".6 � G ��sIONAL OO SURVEY: C.I.: MARSH & LEGGE N/A DRAWN BY: JOB NO.: P-L-PLC. 0404014 SCALE: DATE: N/A 12/15/04 SHEET: 2/4 CORNER O -- �. \ \ •\ \ � "��4lq � POST I \�. `b'� \?O✓\� \. EX. 270 FORCE SEWER LATERAL \ \ \\ \\\ \\ 4-� E200 NV 53 ' F-I LQ \� 4- EX. IN / I (199.75) t� EX. WPP 0 � I CONNECT PRESSURE PIPE TO I I �` i I ♦ EXISTING SANITARY LATERAL 200 PSI ROLLED PUIST�C PIPE\ \ 0!6, (OR EQUAL) \ j i I INSTALL WITH MINIMUM DEPTFi�QF \ t BURY - 36" I \ SEE PIPE BEDDING DETAILS \ �. SAWCUT AND REMOVE ASPHALT TO \I i INPROPOSED LANDSCAPE _ GREENING MATERIAL. Ii ' i 1 IEX. _I PARKING I I �— NGEeEOP_ DUMPSTER SCREENING:,- I I i r 1. PROVIDE 10'xl2' BOARD 10�I SCREENING FENCE ENCLOSURE N EX. WPP _ \ WITH (2) 6' GATES AS SHOWN. RELT 0 TED la_2 -PROVIDE LANDSCAPE \ dog SCREEN ING-AS--_SHOWN. JEX. G ASSED AIREA SHALL BE EX. DUMPSTER AREA -EY SIGN ac I EX W REMO D AND PAVED WIT A I TO REMAIN. EX WPPI II W i EX. ASPH�ILT STRIPES MAT ING PVMT. SECTION TO to PROPOSED E/ONE PUMP STATION ^ ff29356 , I II TH EX. PARKING AREA. jjj ��� �' MODEL GP 2014 (OR EQUAL) � � I ti° � INSTALL PER ov EX. GRASS AREA J " SPECI CATIONSANUFACTURER d 'AR ! (TB.R.) ADJUST FINAL LOCATION OF PUMP 4, EX. STATION AS DIRECTED BY THE II GRASS a i I SEP77C OWNER do FIELD FIT AS REQ'D V) V) a] V) m V)I mi 9„ 2x4 TOP RAIL N 1x6 BOARD, V) w O Uj z N z' O FRONT & BACK i : Z w in O TOE NAIL EA. 1 x6 :2 of < :2-- W/2-8d(EA. RAIL) O o EK 6 J af U } V ��" 2x4 MID RAIL Z c� Z z ~o z � 5'-9" yft� O o wi Q a 0- I I 8'-4x4 POST 0 8' CC -- 2x4 BOT. RAIL ATTACH RAILS TO POST PROP. GRADE W/3-10d(EA. RAIL) a 12" DIA. POST HOLE, 33" FILL W/CONC. .j NOTES: '' "�•� ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 6' GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE 6'-O" r FRONT VIEW 2" SM-12.5AL BIT. CONC. 1/2" SURFACE COURSE PROP. 6' CAR STOP STONE BASE - CONTINUOUS 2" EX. PAVEMENT 5., O i1=III=�!I STRUCTURE #4 REBAR COMPACTED SUBGRADE �I�IL- b I1;;,1I!-- END MEW 5/8"Ox18" STEEL DOWELL TYPICAL SITE PAVEMENT DETAIL PRE --CAST WHEEL STOP DETAIL stl'nc NOT TO SCALE NOT TO SCALE (T B.R.) .� I p� CO / TANK j p ` EX. EOP I ` O EX OP N65587 P.I.N. 33—A-163 EX ASPHALT N C E \ �� (TO REMAIN) 1.4890 ACRES \ D.B. 544 Pg. 291 REMOVE DAMAGED SPHALT `y \ I EX. \o E� AREAS A% NEEDED AND REF;VE ENTRANCE �AS \ FUEL STRIPES NEE ED MIATCHING X. I • �R) \ EX (T.B.R.) I PAVEMENT ,SECTION EX. >¢OLLED j _ \ coo 156.10'--- -- - ASPHALT 2:5'R I �j X. AIR EX EX EX CONCRETE �, PUMP J 40.12 (TB.R.)-f!%APr EX 48.60' �10' II WELL CAP EX. LID( LlD/ ` \ II 0 \ EX. \-16.96' PROPANE I y CANOPY (TB.P.) EX. TW STORY EX. II EX. EX. TANK EX. TKV STORY Q INDICATE =� STONE &FRAME ,� 2 5 -� I "---3p•71, 3 MP MP \ (T B. R. STONE & FRAME BLDG. �- r I - f\ I I I , STANDING O PROP. RESTAURANT �_ z II W ❑ -�- ! SPACE - �\ PROP. CONVENIENT STORE -4 3425 AREA: 2351.14 S Ft. -4 II 2. R o> S I O EX. \ EX , (n'P') ❑ 13425 q q AREA: 1974.65 Sq. Ft. � Io I g S II /� �� I I i FUEL I EX I .96' - FIN. FLOOR ELEV.=201.70 0 0 m 5 L2� PUMPS \ 0 FUEL � FIN. FLOOR ELEV.=201.70 - Z PUMPS' PUMPS PARKING REQUIRED: 12 Spoces PARKING REQUIRED: 20 Spaces m w O o _ ❑ J \ L❑ I EX �PARK/NG REQUIRED: 35 Spaces-- _ 2.42 2.83 O m � w w o -� L- ENCLOS w (TOTAL) p 7 52'--12.75'-I I _ EX. 147.46 Q o z ~ U II P 158.76'--- ENTRY o� ' _• �' o 1 I—� w w Q Q o —f} 35' BRL33' N 3.08' k �, ' Z Q c~n � o EX. EX co O '� w Oz ENTRY 20 PROVIDE (1) o z } o m MP EX. \ CANOPY ❑ EX. I n O EX /-- \ CONCRE -\ FUEL o ENCLOSED ®I I PRE -CAST CONC. �Y �' J - \ PUMPS I I® j WHEELSTOP AT �- N w cn o \ ❑ PR(hP. 1 i F"r EACH PARKING 5�� �* x z w EX. I BLQG I I I STALL (TYP.) w a C CCY -t Z \\ IL 'k 'k I N I N c�� W `C 2=SOW SWM - `. ( MOULTED HDCP SIGN Iw w ! N �� EX. *PP ~ U z ^i it N. � w rn �� i - � � N12927 . E. CORNER OF p EX. EX. STONE WALL CONCRETE EX. WPP `- I N I I I MSP EX. CONC. WALL N65586 S23046100Ir �T 305.45" Ex /N �� ---� 9 BENCHMARK ----- EX 0^ELEC. ---- - -- - - -- � --- I � Ex. EX. INV. C — (196.9i) 2 NAILS IN POLE / — �! �� r!� _� l STOP I \ (196.85) EX. 15' CMP O - _ ELEV. = 200.00 EX. GRASS N ; (X. GRASS) �, EX. GRASS , �/l SIGN \ 'I l.��, . (� EX. GRASS / \ EX. CG-7 -EX. CG-7 -- - -- - - - -__ EX. CG-7 EX. CG-7 EX. CG-7 PLAT — U. S. BO= Il 80J. R/W 20 0 20 Scale 1 " = 20 ft EX. IIPP EX. OPP 984 N29357 PLANT LIST NOTE: CONTRACT HYDROSEE AREAS DI! OF THEIR (2) UPRI( TREES OF TO BE GL TREE WR) RUBBER 2"x2" HAF 2 PER TR 12 GAUGE WIRE-DOIJ 4" MULCH 3" SAUCEI EXISTING SOIL MIX COMPACTS TREE FRC UPRIGHT FIRM BEAT REMOVE 1 ROPE FR( TREE PLANTING SECTION N.T.S. M 45 KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS RM 1 Acre rubrum Red Maple 2" cal. see plans caliper measured 6" above grade QR 2 Quercus rubro Red Oak 2" cal. see plans caliper measured 6" above grade TO 8 Thujo occidentalis Eastern Arborvitae 4'-6' Ht see plans ball and burlap 0 0 it)0 LO 0 0 l � � I o N O N I j I j N I- rn N! '6TIN w J V Z � Q W (n Z 0- � Q J Ixww D W � � � O50O V) � Y D J w t ON�ww W M W LLJ Z Ix O 0 ■ _J ■� + p N S N 0) O U N N j, I� 3 � a 0 N (D (D � (D N L °� W 3 .. O c J `n > ® ` N U E o Cn cn C -c a '0 W cD N U — _ C LL. IE ` Z 3: w 4 , O 0 N Z J w D w (n o Ld H OF d1o_ AAj�G� pmm 8260 LF oc, Gti SIONAL SURVEY: C.I.: MARSH do LEGGE 11 DRAWN BY: JOB NO.: P-L-PLC. 0404014 SCALE: DATE: AS SHOWN 12/15/04 SHEET: 3/4 ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING �BpA I ,9,op�O I I 7-1 1 � 4 EX. 2 "! FORCE SEWER LA TERAL EX. INV. = (200.53) I EX. INV. \ (199.75) CONNECT PRESSURE PIPE TO EXISTING SANITARY LATERAL \ \ `3lO 200 PSI ROLLED PLRST1C PIPE TSB. (OR EQUAL) \\ I �� INSTALL WITH MINIMUM DEPTF?�QF BURY = 36" �. SEE PIPE BEDDING DETAILS I .'`�� /' ♦ SAWCUT AND REMOVE ASPHALT TO INSTALL PROPOSED LANDSCAPE I \ GREENING MATERIAL. I 1 DUMPSTER SCREENING: 1. PROVIDE 10'xl2' BOARD 10�I SCREENING FENCE ENCLOSURE ►� ' EX. WPP WITH (2) 6' GATES AS SHOWN.-, , TD BE Z. PROVIDE LANDSCAPE �p5 RELOCATED I SCREEN ING`�1S SHOWN. I` a'EX. G ASSED AREA SHALL BE EX. DUMPSTER AREA _ X. SIGNI o TO REMAIN. EX. � REM O ED AND PAVED WIT A - EX. WPPI, STRIPES I MAT ING PVMT. SECTION TO I� PROPOSED E/ONE PUMP STATION 1V�9356 I I I TH EX. PARKING AREA. " (T.B.R.) MODEL GP 2014 (OR EQUAL) I 4 EX. GRASS AREA I INSTALL PER MANUFACTURER EX. SPECIFICATIONS. WI GRASS A (T R.R•) ADJUST FINAL LOCATION OF PUMP I J 1 \ EX. I STATION AS DIRECTED BY THE ii 1 SEPTIC OWNER & FIELD FIT AS REQ'D EX. TANK ___ STANK EP TIC(T B R.) i O bk \ EX FOP 163 EX. ASPHAL T S (TO REMAIN) 291 w EX. Now FUEL PUMP X. AIR PUMP �'. -8L.D6:/'� (TB.R.)��Qk -16.95' \ EX. TANK EX. TWb STORY 20 0 20 60 Scale 1 " = 20 ft N tlN I � N V C E LSPHALT O -70.00'L... REMOVE DAMAGED y AREAS A% NEEDED AND EX. REP►4VE ENTRANCE IAS STRIPES NEEDED WATCHING EX. (TR.R.) i I PAVEMENT,SECTION1 CO I I EX. ROLLED 1 ° ASPHAL T 2.5R I �j 40.12' ---` rPR -48.60'VA.NF..R.) EX. TM STORY � jC'MrUic d. conic +t-�? 5 '-- III L The data below show the approximate operating characteristics of the existing F.C.S.A. pump station at Woodbine Road and the proposed E/ONE pump station at the Old Stone Restaurant. Pump Shutoff Shutoff Design Design Max. Operating Max. Operating Start Hyd. End Hyd. Discharge Pump Label Head (ft) Discharge (gpm) Head (ft) Discharge (gpm) Head (ft) Discharge (gpm) Grade (ft) Grade (ft) (gpm) Head (ft) WOODBINE PUMP 177.33 0.00 133.00 185.00 0.00 370.00 598.94 740.47 166.24 141.53 OLD STONE RESTAURANT PUMP 122.67 0.00 92.00 11.00 0.00 22.00 628.86 703.57 13.76 74.71 The data below show the calculated pressure in the F.C.S.A. force main at the point of connection of the proposed lift station at the Old Stone Restaurant. Junction Elevation Demand Demand Hydraulic Pressure Label (ft) (gpm) Pattern Grade (ft) (psi) OLD STONE RESTAURANT 624.00 0.00 Fixed 702.91 34.13 FORCE MAIN HIGH POINT 625.50 0.00 Fixed 692.04 28.77 VDOT LIFT STA 620.00 180.00 Fixed 681.16 26.45 PUMP STATION DESIGN AND INSTALLATION DESIGN CRITERIA Estimated Daily Flow Maximum: convenience store with fuel pumps: 10 gpd/vehicle x 100 vehicles = 1,000 gpd restuarant with on fixed seats: 50 gpd/seat x 30 = 1,500 gpd apartment with 1 bedroom: 150 gpd/bedroom x 1 = 150 gpd design flow: 2,750 gpd estimated peak flow: bathroom group (1) 0 3.6 WSFU hose bibs (2) 0 2.0 wsfu kitchen sink (1) 0 1.4 wsfu kitchen sink, restaurant (1) 0 4.0 wsfu lavatory, public (4) 0 2.0 wsfu water closet, public (6) 0 5.0 wsfu Total: 51.0 wsfu: from Int. Plumbing Code Table E101B, peak flow = 29.1 gpm SYSTEM COMPONENT DESCRIPTION A. Piping Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the gravity sewer line. The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding providing uniform longitudinal support under the pipe. Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones shoulld be excluded from the embedment material. The distribution lines should be installed using grade boards and/or stakes placed at 10' intervals. Trenches and distribution lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along the longitudinal axis of the pipe with holes turned down. B. Pump System The pump system called for on the plans is the Enviroment One Model GP 2014-93 duplex, grinder pump package. This system is available from Design Equipment Inc., 804-752-6335. The GP 2014 is a complete unit„ including the grinder pump, check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer specifications. Provide an audible and visual alarm to work with the high water switch in the system. Install the alarm in a conspicuous location in the building. C. Pump Head Calculations The standard system pump will be adequate to convey the sewage to the proposed point of discharge. The calculated design head is based on a peak discharge rate of 15 gpm. The design head for the proposed pump is 80 feet. The proposed pump will be a 240 volt, single phase, 1 horse power motor with a 1 1/4" NPT discharge. A master disconnect switch and manual over -ride switch is required on the pump control box. The alarm is to be wired on a separate circuit than the pump. O.D.�18" FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE TYPICAL PIPE BEDDING DETAIL NOT TO SCALE MINIMUM DEPTH OF BURY IS 36". 10" �I / 24 PLAN 2 4" SECTION PRESSURE PIPE M PRESSURE PIPE THRUST BLOCK DETAIL NOT TO SCALE FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE. DIMENSIONS SHOW ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. ACCESS WAY VENT STRAIN RELIEF CORD CONNECTOR FIELD JOINT, REQUIRED FOR MODELS TALLER +- THEN 2014-93 INTERNAL WELL VENT 2.0" DIA. INLET, GROMMET TO ACCEPT 4.50" O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 40 in 1023 mm DISCH ALARM 31 in 800 mm 26 in 648 mm ON 96 gal OFF 363 L 18 in 445 mm 65 gal 246 L 14 in 343 mm 49 gal 185 L SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NOTE A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR WATER TIGHT LID, FRP DUAL WALL,CORRUGATED HDPE ACCESSWAY ( POWER d ALARM CABLE ✓ 12-6 W/GND ELECTRICAL QUICK DISCONNECT / (EQD) CORE CONTROL COMPARTMENT / BREATHER DISCHARGE 1 1/4' FNPT (304 S.S.) -QUICK DISCONNECT ASSY. (304 S.S.) SS CAST BALL VALVE 1 1/4" DISCHARGE LINE i (304 S.S.) CHECK VALVE (GLASS FILLED PVC) ANTI -SIPHON VALVE (GLASS FILLED PVC) HDPE TANK 1/2" NOMINAL WALL THICKNESS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. L NSF cip 2 ®1®TP,� GRADE MUST SLOPE AWAY FROM STATION GRADE GRADE 11 48' COVER 57' OVER VERT DISCH DEPTH 90.3' BALLAST CONTAINMENT 40.3' RING 31.5' DISCHARGE: 1-1/4 FEMALE MLET: EPOM GROMMET FOR PIPE THREAD 4' DWV PIPE (STANDARD) 0 38.8• NSF S� SGS CAH 7/08/02 C 1/16 DR BY CHK'D DATE ISSUE SCALE BALLAST REQUIREMENTS A CONCRETE ANCHOR IS REQVIRED ON ALL MODEL 2014-93 STATIONS SPECIFIC CONCRETE DIMENSIONS ARE REQUIRED 8ElJ!!ER aYS EMS TO ACHIEVE NECESSARY BALLAST EFFECT MODEL 2014-93 SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS PA1337P03 N 0! Z w V) O oOf U U4 V) O Z) p w > al EZ V Z F- Q W Q J > � LLJ jr M � r W � � � OHO (All o� U ONQw W W 0 LLJ Z O O n /(n U J O O N I•M C N N r- Ln r, vi � N (D L 3 � C1 cD CD 3 .. o0 C W �. 'a -.4- J V.° v "' C 0 O ��� o � E ZW N U I,TH OF "ID .o� oll�0 L1 0♦108 cv SIONAL�p SURVEY: C.I.: MARSH & LEGGE 1' DRAWN BY: JOB NO.: P-L-PLC. 0404014 SCALE: DATE: 1"=20.0' 12/15/04 SHEET: 4/4