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Home My WebLink About47-01 Hilltop House (Adult Care Facility) - Stonewall - BackfileHILLTOP HOUSE ADULT CARE FACILITY ADDITION PROJECT: HILLTOP HOUSE, INC. ADULT CARE FACILITY 1811 BERRYVILLE PIKE WINCHESTER, VIRGINIA 22603 (540) 667-5323 ENGINEER\ PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK ST., ARCHITECT: SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER OWNER: JOSEPH C. SMITH & JUANITA T. SMITH 384 WRIGHTSMILL ROAD BERRYVILLE, VIRGINIA 22611 (540) 955-3342 SURVEYOR: PAINTER-LEWIS, P.L.C. 302 S. BRADDOCK ST., SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: ELLIOTT RITCHIE PARCEL INFORMATION: TAX MAP NO.: LOT 6: HILLTOP HOUSE PARCEL: 55B-A-6 LOT 12: VACANT PARCEL AT THE REAR: 55B-A-12 (LOT FOR RELOCATED HOUSES) LOT 13: RELOCATED HOUSE PARCEL: 55B-A-13 (FRONTS ONTO RTE. 7) LOT 14: RENTAL PROPERTY PARCEL: 55B-A-14 (FRONTS ONTO RTE. 7) LOT 15: CORNER LOT AT DENNY'S LANE: 55B-A-15 SITE AREA: LOT 6: HILLTOP HOUSE PARCEL: 2.9055 Ac. LOT 12: VACANT PARCEL AT THE REAR: 0.4783 Ac. (LOT FOR RELOCATED HOUSES) LOT 13: RELOCATED HOUSE PARCEL: 0.5518 Ac. (FRONTS ONTO RTE. 7) LOT 14: RENTAL PROPERTY PARCEL: 0.7569 Ac. (FRONTS ONTO RTE. 7) LOT 15: CORNER LOT AT DENNY'S LANE: 0.2683 AC. TOTAL: 4.9608 Ac. THESE PARCELS ARE TO BE COMBINED INTO ONE PARCEL. ZONING: LOT 14: RENTAL PROPERTY PARCEL: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT ALL OTHER PARCELS: LOTS 6, 12, 13, & 15 RESIDENTIAL PERFORMANCE ZONING DISTRICT RP RESIDENTIAL PERFORMANCE DISTRICT PROPOSED USE: INSTITUTIONAL CARE FACILITY PERSONAL CARE FOR SELF-SERVING ADULTS ASSISTED LIVING FACILITIES CURRENT USE: INSTITUTIONAL CARE FACILITY PERSONAL CARE FOR SELF-SERVING ADULTS ASSISTED LIVING FACILITIES ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 70% COVERAGE (BUILDINGS & DRIVE AREAS < 3.4726 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 SETBACKS: RP RESIDENTIAL PERFORMANCE DISTRICT FRONT: 35 FT. (ALL STREETS & HIGHWAYS) REAR: 50 FT. SIDE: 15 FT. SETBACKS: B-2 BUSINESS GENERAL DISTRICT FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: 1 SPACE PER 4 BEDS PLUS 1 SPACE PER EMPLOYEE ON SHIFT 2 SPACES PER RENTAL RESIDENCE (9'x20') PROJECT: EXISTING FACILITY: 52 BEDS => 13 SPACES PROPOSED FACILITY: 22 BEDS => 6 SPACES EMPLOYEES (MAX.) 12 PERSONS (MAXIMUM)=> 12 SPACES RENTAL HOUSES: 2 RESIDENCES => 4 SPACES SPACES REQUIRED: 35 SPACES REQUIRED 2 HDCP SPACES (INCLUDES 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PERSONAL, CARE RENOVATION OF THE EXISTING STRUCTURE FOR FACILITY: THIS USE WITH LARGE ADDITION TO THE MAIN ENTRANCE AREA OF THE EXISTING FACILITY. FRONTAGE: BERRYVILLE PIKE: 364.43 FT. DENNY'S LANE: 197.29 FT. PARKING PROVIDED: 51 EA. PARKING SPACES PROVIDED (INCLUDES 3 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: HILLTOP HOUSE BUILDINGS/STRUCTURES: 24,699 SQ. FT. COMPLEX: 0.5670 ACRES (TOTAL SITE) PARKING/DRIVES: 37,954 SQ. FT. 0.8713 ACRES CONCRETE WALKS: 4,700 SQ. FT. 0.1079 ACRES TOTAL IMPERVIOUS AREA: 1.5462 ACRES F.A.R.: F.A.R.: 0.5670 Ac/4.9608 Ac = 0.114 < 1.0 OPEN SPACE: HILLTOP HOUSE COMPLEX: 148,740 SQ. FT. (68.8%) 3.4146 ACRES ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING LIGHTS SHOWN AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS ADDITION. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WI4ICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. THIS SITE CONSISTS OF ASSISTED CARE FACILITIES IN AN RP RESIDENTIAL WHICH DOES NOT REQUIRE A RECREATIONAL UNIT. DUE TO THE INCAPACITY OF THE CLIENTELE, A RECREATIONAL IS IMPRACTICAL AND THEREFORE NONE IS PROPOSED FOR THIS DEVELOPMENT. RECREATIONAL ACTIVITIES ARE PERFORMED, AS REQUIRED, AS PART OF THE ASSISTED CARE PROGRAM. 6. A PERMIT FOR ALL BUSINESS SIGNS IS REQUIRED PRIOR TO INSTALLATION. THE NECESSARY PERMIT SHALL BE OBTAINED THROUGH THE BUILDING DEPARTMENT. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. HILLTOP HOUSE ADULT CARE FACILITY 1811 BERRYVILLE PIKE. STONEWALL MAGISTERIAL [Dj4"TRICT OF FRE�ERIvf:�"OUNTY vmqn// VIRGINIA INDEX( TO CITY/COUNTY LOCATION CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD C1 232.03' 04'40'53" 2839.79' 11 .08' N8 '48'45"E 231.96' 0 ) I S03'55'21 "W € 197.29' S0� 4 27'47"W ................. 74� ~' S85'47' 10"E 100.00'— S86'36'04"E 147.10'' RELOCATE HOUSE• S00'43'26"E 663.63' K-�O. LQ EX. SWM POND F FACILITY �9 0\, N00038'49"W 603.33' S88'29'10"W 67.87' SCALE: 1 "=100' PA�NTEln-LEW�S PD L VICINITY MAP 1 " = 1000' N00'38 16 W 349. 0 0 0 02S0_)TLl H : RnDDOGK STF';EET, SnuITE 2 �T""vt �1CHE^STEf:}. I� J1 (540) Jug J 9 2 , S86'09' 12"W 57.95' ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G 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 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 Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HDCP HANDICAP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT 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 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 RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV 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) HATCHINGSPOT ND CATESAREOVERSED PITCH IN THE GUTTER PAN: PITCH TO BE PAEROF00 N THE GUTTER OVER PJGTHA(TMTPI} HILLTOP HOUSE ADULT CARE FACILITY PROPOSED BUILDING ADDITION LIST OF DRAWINGS SHT. 1 /9: COVER SHEET & ZONING NOTES SHT. 2/9: GENERAL NOTES and CONSTRUCTION NOTES SHT. 3/9: GENERAL LAYOUT PLAN and DEMOLITION PLAN SHT. 4/9: SITE LAYOUT PLAN SHT. 5/9: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 6/9: LANDSCAPING PLAN SHT. 7/9: STORM SEWER PROFILES and WATERLINE PLAN & PROFILE SHT. 8/9: MISCELLANEOUS DETAILS SHT. 9/9: MISCELLANEOUS DETAILS SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /9 NO.: 981101 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 THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (P) FOOT HAS BEEN ESTABLISHED 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 DENNY'S LANE AND BERRYVILLE PIKE R-O-W's. 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 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 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 lb/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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. 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 SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING (THE PROBABLE AREA IS TO THE REAR OF THE FACILITY HEADING TOWARDS THE EX. STORM WATER MANAGEMENT (SWM) POND. 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 LATERALS SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08t AND 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 1.04%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER LATERAL THAT SERVED THE HOUSE TO BE RELOCATED AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. NO NEW WATER SERVICE IS PROPOSED FOR THE ADULT CARE FACILITY. THE WATER FOR THIS ADDITION WILL BE SUPPLIED FROM THE EXISTING FACILITY. A NEW 3/4" WATER SERVICE WILL NEED TO BE INSTALLED FOR THE RELOCATED HOUSE. THE EXISTING SERVICE NEEDS TO BE ABANDONED AND THE NEW SERVICE SHALL BE INSTALLED AS SHOWN. 5. THE 8" DIA. WATER MAIN SHALL BE INSTALLED AS SHOWN. 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. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 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 PROPOSED WATER MAIN AND CONNECTIONS THROUGH THE PROPERTY SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY TIIE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 11. 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 PROPOSED STORM SEWER SYSTEMS AND THE EXISTING ON -SITE STORM WATER MANAGEMENT FACICLITY. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. 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 PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING FIRERS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. 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. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE RP & B-2 ZONING DISTRICTS. 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 TIME 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. 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"x2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALI, 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 Or AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALI, MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. y98 o 1 413 EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of a proposed adult care facility addition and building link, related driveways and parking facilities, site grading, water & sewer services and mains, storm sewer extension and site landscaping. 2. Existing Conditions: The 4.96 acre site is currently developed with an adult care facility, three residences, and several outbuildings with. related parking and service utilities. The site has approximately 364 linear feet of road frontage along Berryville Pike (U.S. Route 7) which currently provides access to the site and 197 linear feet of frontage along Denny's Lane on the easterly side of the site. A new, entrance will be constructed along Denny's Lane which will provide permanent access to the site. The existing buildings and parking facilities are located on the top of a ridge! that gently slopes towards the front of the parcel to the: Berryville Pike side slopes which are steeply sloped. The - rear yard is moderately sloping from the top of the ridge: towards the rear of the parcel where the existing storms water management (SWM) pond is installed. The remainder of the site gently slopes toward Denny's Lane in an easterly direction. 3. Adjacent Areas: The site is bounded on the north by vacant, agricultural land adjacent to SWM pond, the remainder of the northern boundary has been developed with small -lot, single-family residences. The eastern side is bounded by the Denny's Lane right-of-way and the southern boundary is coincident with the Berryville Pike right-of-way The western property line is bounded small business offices that face Berryville Pike. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing Adult Care Facility and the single-family residences. 1B: Berks channery silt loam: (20-7% slopes). Hydrologic soil group C, Class II Soils. (Approx. 87s) 41C: Weikert-Berks channery silt loam:(7%-15% slopes) Hydrologic soil group C, Class II Soils. (Approx. 3%) 41D: Weikert-Berks channery silt loam:(15%-25% slopes). Hydrologic soil group D, Class II Soils. (Approx. 10%) 5. Critical Areas: The roadside drainage ditches along Denny's Lane and Berryville Pike. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land dirt;°Lbing activities. The work shall be confined to the design<,t,ad limits of construction. For this project, the limits of construction are defined as the property boundaries an the existing edge of pavement of Berryville Pike (U.S. Route 7) and Denny's Lane right-of-way. b. No disturbed areas null be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation, and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be: protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall. be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control -easures shall be installed. After stabilization, the te,aporary erosion control measures shall. be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent_ to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation. and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation towards the rear of the parcel, adjacent to the residence that fronts onto Denny's Lane. b. Construction of the construction entrance. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. d. Installation of the proposed diversion dikes to convey the runoff, as desired by the program. administrator. e. Installation of the inlet protection devices at the existing pipe inlets. PHASE II: 3. Site Construction Sequencing: a. Demolition of all materials to be removed. B. Stripping and removal of the topsoil to its full depth, as needed. c. Rough grading of site and installation of the fill material. d. Building construction. e. Installation of the proposed utilities. - Phase II Controls. f. Placement of check dams for ditchline protection and installation of the inlet protection. g. Curb and gutter installation. h. Final Grading of site. i. Stabilization of all lawn and slope areas. j. Installation of base and subbase materials. k. Restoration and stabilization of unpaved areas. 1. Final paving. m. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: 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. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it'shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS. SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY. SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VOOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON MOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL MOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST 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. V7. CONTRACTOR SHALL NOTIFY THE LOCAL MOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. MOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. EXISTING HOUSE r-ffr f I STORY Lido f ►- � I}} f .rr� may"' _. �"' rr I �` .�` ram, ..,..-• � 1 {' NOT TRAFFIC SHALL BE PERMITTED TO BACK EX. PAVED PARKING j ONTO ROUTE 7. ALL EX. STONE AREA (TO REMAIN) r TURNING MOVEMENTS WALL )� SHALL 8E PERFORMED rF: ' ON -SITE IN THE PAVED fi I ISLE. PROP. \6- C NC. PAD ,FOR TRUCK All. TURNING MOVEMENT USE IDUMPSTER"�P,IQ IWAIL FOR SECS ION --. , ,16111 26 r WHEE (T ti T^ASH TRUCK TEMPLATE (To Re RANGE r / f E (To Remain) (To Remain) r ` FX. ENTRANCE ® ® NOTE: (To Remain) _...- A NEW COMMERCIAL ENTRANCE SHALL BE REQUIRED FOR ANY FUTURE """" � DEVELOPMENT IN THIS AREA. STATE ROUTE 7 - BERRYVILLE PIKE TRASH TRUCK TURNING MOVEMENT DETAIL SCALE: 1 "=10' l Izl Z C W UJ Q M W N W Z Z W �UJO F_ F- CV 0 Z CL Q lY J V Q U �Z Q LLB Y Qa-QY W Ck: W Q L6. r d 00 ® W O J J V Q. O O CN C 0 r N � u O'L.�(D rr U V) N to to C CN N N �'o(4(IDC Y 00 C 0 � � � 4, 0 C 0 N 0 m N C c N 0 E .. .0 U CL N 0 N \� O M SURVEY: C.I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: AS SHOWN 10/09/01 SHEET: 2/9 r P y I COL'"23TY ;f FREDERIC-K Degatnnent of Planning and Development 7113 / 665-5651 Fax 7031678-W2 'May 4, 1993 Joseph C. Smith Route 1, Box 1985 Berryville, Virginia 22611 Dear Mr. Smith: This letter is to conftrnr act&wv takek,: by the Frederick County Board of Supervisors at their meeting of Apfti 2% 1993. Your conditional u-x permit, #W-7-93, aw approved for the eznansion of an existing home for adults. This property is'Atxate& arse wV&,eam4, Winchester on the north side of Route 7, in the Stonewafl District, ano' is ideratfred as GPZN5513-A-14. This use has err approved �vovided the following conditions are complied with: 1. All review agency comments must be addressed and complied with as required. 2. AH ,Werat, state and local regulations applicable to adult care facilities must be conrykled "i ft 3. A site plan must be submitted to the Planning Department for approval. It you bane arry qumlaons the. carA tior s placed upon your permit please feel free to calf tfiis office. �Sincerely� W. Wayn Miller Zoning Administrator WWM/slk 9 North L.oudoun Street Winchester, VA 22601 P.O. Box 601 Winchester, VA 22604 P.I.N. 55-A-26 OENNYS' INC O.B. 746 P. 500 ZONEO.• RP USE.• RES/VENT/AL 4 LO x7,` DENNY LAN .. E IRTE. 122 E ORMNG SPEEp; h 25 PH (UNDO E -- - -�'� "+ ... W) — - PIN 558-A-18 BETTY 0 L/LL Y 0. B. 596, P. 711 ZONEO.• RP USE- RES/0£NT/AL q P", v —14 of l I STORY �... w., L CIO PIN 559_,4_11 � � F' � � o , RAYA/ONO A. ZACH60 RELOCATEDf MOD P. LN. 559-A-7 P. /. N. 55B-1-A1 D.B. 420, P. ,391 !-L► HOUSE - m S£ffiLL W. NYLSON GL£NN R. SHERRY L. ZONED. RP I -1 /2 STO R 4 W F- PIN N. 55B-A-9 ZA01100 USE. VACANT o1 I D.B. ?76, P. 70.E ✓AM£S A. ovzf£ �1 ZONED. RP D.B. 273, P, 465 i O B. ?98, P. 273 i USE.• RES/VENT/AL ZONf,0 RP I ZONED. RP cp + �T { i It I USE.• 0ACANT USE. VACANT f w i~ { SOO'43'26"E 663.63 _ _ _ f I__� ° 0,E = 3 I q• Y �� a_�� a_�t_�r�r•�tea. bra• tea• �. tea• f� •S. . 1� E 0.' i � Z � — }0 15' B.R.L. _ 15' S.R.L ss w m� '1 U Z Q B.R.L,— X — 50' B.R.L. ` I5 EX. NURSING O HOME FACILITY t 1 { 5 �1 a i, 1 � i 1 5 W *� Y O_ Uj W . ---... yyy¢¢¢ m 1 w� o� � ;d i W c6Uj ' O i }{ w1✓ W I � t ct ^ s E—" EX. SWM E 0 0 '6 � c POND 3 FACILITY X w 0 to o 2 s �_ 50 B. t�L ~ 50' B.R.L. Uj o ,E O 50' B.R. L t!t o- 0 r E o (^ 00 00 �, o0 N00'38' 49 "W 603.33' PIN N. 559-4- 4 PARAMOUNT P./.N. 559-A-1 f/Y£ A L/M/TED PARTNERSHIP I TERM/TE CONTROL CD. INC D.B. 4A6, P. 387 O. B. 654,, R 91-2 ZON£O.• 9-2 ZONEO.• B--J US£ COMO£RC/AL USE.• R£SIOENT/AL PIN N. 559-A-5 PAUL/NE M. McKENZ/£ O B. 712, P. 28 675 ZONEO.• RP US£.• RES/VENT/AL HISTORICAL REFERENCES: 1980 fREVER/CK COUNTY COAIPR£H£NSI11C OOfyVZONIN0,, CHANOEO PROPERTY fROV 9-2 TO R-3 (/P) REZ 115--90,• DEN/£V REQUEST TO REZONE SEVERAL LOTS IN THE AREA TO 92 fA011 R-3 REZ 170-81,• APPROkF0 R£ZONINC fOR A PORTION Of LOT 559-A-6 fROM R-J (RP) TO 92 REZ 12J-86,• APPROW O REZONING Of THE 92 PORTION Of LOT 559-A-6 BACK TO R-J (RP) CUP IIJ--86,• INITIAL APPR014L fOR AN AOUL T CARE fAC/L/TY ON LOT 559-A-6 CUP X4-88,• APPROkfO RZ-k11SEO CUP TO ALLOW fOR THE PRIMARY &1101NO EXPANSION ON LOT 55B-A-6 CUP )VJ-93, APPROkfP RZ-Wf,9 CUP TO ALLOW fOR W- CONIFERS1ON Of EX/ST/NO 116USE TO A NURSING HOME ON LOT 559-A-14 SP ,ASP 123--9J,, ANO SP 144-96,• PRI-0011SL Y APPROW-0 SITE PLANS 40 0 40 Scale 1' = 40 -Ft Q c5 oil 5-4 � CZ Q p e[ CL �C O J _ M<J pW NW p O C.D t- O- O Z 0— Q a Q ce- Z W W N W Ne n i► cr-CLJ Q V W Q V W FE O N W C7LAJ Q W W �+- Co N LA— ,- O _0003 v O Z C) = 0 o J N U z 1=w 1 J W V) p Z R, -tizx o� 9 No. 18260 Z%"10NAL 5U K VL Y: PAINTER-LEWIS 1' SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9811012 120 SCALE: DATE: 1 "= 40.0' 10/09 /01 SHEET: 3/w 8'36 44""k 147....+' 1 � Y' 1 is ® . 2ELOORY DHGOHT,= AEA = 1476 Sq. e : ` F.F. = 6811. 00' ` c`I ' \ SE: ASSISTED a \,.. `1 Ex. Shed �� \ LIVING iLu (To Remain) l .\ RESIDENCE ` Ex. San. Sewer Pumping Station 1 1 Ex. S i 'dale/, :-% w'"'fs"`..":.:...,_....,9F'w'y`G.A:...;fX!nR"6M`£--,.AaNt'A%'q&_•.`sY3k�adt,J'.'.�.,.'J1tb�f(s?3hP^•�nift4E"-..MIGAF?'2�:..,.,.•y~Yp w. , S88'29 10"W 67.87' Freezer I _ M . ..... w _ ... o a _..,I Ex. Metal I Building C 1f'I I (To Remain Existing Parking Facility I----26.12' EX.I NURSING HOME FACILITINSTALL Y WING i FH PIPING I STORY, HGHT.=16.0 UNDER STIoRMA I AREA = 4409.2 Sq. Ft. 1 F.F.=.680.11' t USE: Nursing Home idddccc I F F - 680.15'�-26.82'--- 3.2 1'R PROP. C.O. I I < 6'x8' CONC. LANDSCAPING BED � ( STOOP By Owners) j8"x8"x6" TEE ----- -- _ - j 1-FH ASSY. 1-T.B. w (M._.... _ __ _ 22'-6"0 PVC fig, co l 4 00 '8 CONC. WALK ^ � 5'-8 x`6'ry CON' PIPE '- to ' " STOOP'S t O S1EP 50 ZI -- --- v 61 ao 6.3 4PIr .s15.5 25.00' ��r3n o l- � C� iJ t,+ Z v Z i G40 �m 5 6 'I1 8.38 Z �a I Z a� , U_ E 2(`w � ,08' o t: FRONT. Z W F rn Q, cO PORCH 6"R V -+ z>--t` IIz 5,7 8.00' 6.3 of I to r it u_ I M= M O cn ,67' ph O �w O (D t co s (A LAA 0� >-: (C) 11 p X Q m N Z)Of �Z PROP. C.O tD r w 0 4) Z O I I� j 'I f o Z C CL .� c) rn O rt Z m L 7.1,0' n� 38' Ex, Siomese C) Connection Z Z `m < U a X 3: 8.3$ La5 sC)16 j fl� 0.79 O ,t 25" 58-•-•---j Z 6'R o0 m 6' 8" CONC. WALK NOTE: ' x6"x6" TEE ALL SIDEWALKS ARE AT GF 6" 1 x6ASSY. TO PROVIDE HANDICAP ��.(RELOCATED) PROP. 4"6C�`IBt LAT. Ex. Deck $1-T.B. 0 2.08% Slope (To F�emai-14'--6"0 PVC PIPE j 111 �' � PROP. 31.67'-15"0 RCP- f rn g'-..1 Cl. III 0 0.637. Slope 5'R i TYP.) I 5. R C8 190* Bend & T. I 1-8"x" INCREASER I I j i C i. i .CI,j 1-61, 'G.V1 & BOX C6-6 ---- PROP. 20 AT R ESMT. _,._.....�........_ .., l �_" �"• PROP. 20' WAY . J �" -._...' ____ •- _�. Ex. Sign <<� tJ+ ' Ex. Meter Pit I i � Ex. Lights I Ex. F.H. Assy.l.g__?•_:. .,.. �� -� iX. LL_ �- l r OD fl Of to h �t ' I N I� � r C4 z 110 N rl .- WCL }. N II LLj 4 r 6001 a I l� o ' a4u, v? :Xl PROP. 15" ES-1 15"0 Inv. ln=665.35 --4-- LIMITS OF PAVEMENT OVERLAY PROP. 38.00'-15"0 RCP CI. III 0 0.36% Slope 6" TAP BY F.C.S.A. 1--6"x8" INCREASER 1-T.B. Out -663,7T PROP. DI-1 Top= 667.80 15"0 In= 665.20 15"0 iz:,r_ Out=665.15 LOWER WATER MAIN AS NEEDED Tt iNSTALL STORM SEWER PROP. 41=.'77'-15"0 RCP Cl. III 0 0.32% Slope 'PROP. 34.00'-15"0 RCP C►, IN ® 0.50% Slope Inv.= 664.76' ROADWgY IMP M ENTS NOTE: ADD A 2 to 4'�+ - SM-12.5A BITUMINOUS CO OVERLAY OVERLAY TO THE EXISTING PAVED SURFACE AND WIDENING TO ACHIEVE THE FINAL GRADES, AS SHOWN, AND TO ENSURE POSITIVE DRAINAGE. (CROSS -SLOPES SHALL BE 1/4":1-'0") PROP. 155-0 ES-1_ .....� --- Inv. Out=664.80 PROP. 56.00'-15"0 RCP CI. III ® 1.00% Slope 49 PROP. DI-1 Top=667.50 1 5" 0 Inv. In=665.00 15"0 Inv. In=665.00 15 "0 Inv. Out= 664.97 LIMITS OF PAVEMENT OVERLAY �� I I�DPROP. 15"0 ES-1 Inv. Out=665.56.00 / "~ II I If EX, SMH u TURNING MOVLMLNI ---- - Q IPS / b ``�'ut": 'b Z).) "gyp 14.19 _:-20i •--."' ^: M ::�1To Remain _ w• w .. - r„ J �..�. f % To Remain).. 1'5 a4;° NOTE: --""' A NEW COMMERCIAL ENTRANCE SHALL BE REQUIRED FOR ANY FUTURE { S8g09'12 57.95--....: I,. �t; +�,,, �,::v:,.- .... l a� __ 6/r�,�,'. DEVELOPMENT IN THIS AREA. .. ....-•-__.-~. N.-^ten; ,� y:i 'if r. W -""" _ _ Out �'6C181 SAN. SE 1.7 O = I6 ,3L, 1 1. CONNECiIONE Inv=66 (TAP BY F.C.S.A.) STATE R, 7 E, LE VAD� R-O-W MPVi S4 M(TT4 r 00{; AADT 1 OOfl ANCE= FEE 20 0 20 Scale 1" = 20 f t morel O Lu IIIIIII1IzdI W!, ON w z LL Q D: a ts. W V C' QN V .¢ W yc �. J_jW 5 } V) W W LAJ V) 1.L_ => l... J O sc03 ® �'- V `-LI J V O tx = il. O O N dvON0) 0 0 N � � N U I i C � N N •_ Cfl v co C to n O 3 CJ 0 > C 0 s- +J L.0 C fl a V CL U1 Li ,D 0 l L_ w n�� O T�+tOTI'iY�I�AiNTER �' No. 18260 • ONAL _ SURVEY: C. I.: PAINTER-LEWIS 1' SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: 1"=20.0' 10/09/01 SHEET: 4 /^ S86'36'04"E 147A 0` ® ,1p-61F'-a1 15 2 Ci r c In=•67�..i l�p .�� `C C7d •'--,.. .,....`» _ ,, "' l ��i,C ` t�vc- I „''�'t'.•,� 7`i� 15 (F 677,0 ELOCATEDOUS �72.8 I li ,(,.� � ; I-1 2 ..STORY, HG 7.= 5.0' FUTURE N •o STORYATHD�,HOUS I • i `'- 67r,,�? EA 1476 Sq. GH`f.-25 � ` ;1 (� i `� \�._.. �.67j F.F.=..681.00' ^ AREA 1735 'Sq• . _( I 09 !� I r" SE: ASSISTED I a r..t.�t'" ' F.F. = 682.00 �, 7215 `---- 00 0. Ex. Shed I �`` LIVING .'s I B.F.=673.0 l ' :. t _ f o i� (To Remain) �..� RESIDENCE SE: ASSIST D l w �� 6�8 \ 80.5 LIVING 15' B R L\ { I R IDENCE t L �-815 4-1 Ex. San. Sewer oo `6,,r \ 03 79 `.0 7 0} I a 1, �, Pumping o y:�C+,r-'..` i,;r �' s ;}~`..� \ \ µ,we �O ,`� t- f .Station \ � i '� ' ,.? L4 .• `•.. •�-,,,, ,-� - �., rr � _ :r•:r '<i +� �, r. � r1 � I � 678.7 • `1 7y. 8 S;,t_,_ , I-*-,7 0 r I �� I - •�-M-��-�--- Q .(ar' f 1=,7' .�J7 e ,�8,r'r . n I I '` N .747C7 �•7'10 :f �7•G77' EX• f, r r�'' �.:z��., wxmF c...-::xac�Gmr--=�e9+m!klxrs-�-+�a�mmKratwt7�-.uc�e�lrnre;sus•.-.-x:r�s.z>u��--�+�acaazow- a.�samx•.,.�.•..:gl;. _.-aeeaam.^ �, jr t y! V�j,- �' � I t Freezer .7'n ; i.... w. -I__ - j --t I_ _ ._...._. I_.-. \ I; I i\j LAJ F21 t I I r 0p�� !� I I 5 I ~_ - nd ' t t�t•f?.LU ' ?rh- - _w. ' { f IF; 79,aa I.. y Fa r' iJ.�f t� u7``„f ll I I ( I I 6� :��aeaadu ;, '� •ar , i J, Q S .{ I I a._ �_ t' v� I E! 'lb F_' 7r:7� �m I Ex. Metal c C4 Building , �• 49.wCi0 Crn t ' I + ff Q: (To Rem inj n I -5 § I o Existing Parking \. M.. l�!Jt=6i?,�6 >✓•�P,•., t� � t%h p � Z FacilityI �`I (" ' ,z C3 i w Q � Irk L 3 i � 0, z ..l � w W 0tw�� i 4r' 11.7 � Z ,+ .. ( r �� ,6..� I:i • ....._ _Inv.=666.55 -- ... ri�'iS.• , r�'n' 7�.'„1 ''�- P 1 6 t �) ' ' r ,h 1!, II I•- �I _� I I �I F (� U) F I .O , r�0 �o Inv.=666.51' c° rfl ' Gam, ,1 � r.,79,flw�! �•; I I 1 I INSTALL SF I ! I t 1 + la ail a EX.) NURSING HOME FACILIT`( WING I , FH PIPING 1 - -----� I I + NOTE: f I STORY, HGHT.=16.0 I I UNDER STORM �'I X I i' ALL SIGNS ARE REQUIRED TO OBTAIN = 1. I i '1 Inv.-6 AREA = 4409.2 Sq. Ft. ! I I I ' 1 + s I ,F A SIGN PERMIT PRIOR TO INSTALLATION. I I , F.F. .680.1 1 r ,��w : 1 �;) E P OF?. Gfi9 'w ' USE: Nursing Home ';r`�'`;"i .;� '�,r%��;� �� TO{ E� � 6 i � rt"..METER_B X r r,t.� - _.� �lin i� ( `" �-fir i 5' 'r CG 6 I 11 r »_._._..... - �, ._. ,. 668.,..-M..__"_. . /,. _:... t•�•`�,�t FF=680 1 I '�UG A$$Y`'iA�/-.3/4 w_. 667 .•.a �9 _..t L METER ' 6y�, -N 05.71 �S i. � _, .1 I - �,, i SF �� _,, ,,,....', Inv.-665.61 .,' ..I.�. , _ Iki '.I ROADWAY IMP,�20VE ENTS NOTE: m r>7 iIl Ii. "e'7 G 1 FB.R. l�I ' r a ADD A 2 to 4 (+ - SM-12.5A I PROP. . '. 9 L 668.7 f- f I a I B D i ?q r C� "' ' LIE ____ S85'47 10"E 100.00, PROP. NV r 601) FENG 65� i a f r/ ,rr f .. e �'l BITUMINOUS CONCRET OVERLAY '" _ r" '`"`�' �'`' �' �, r' i PROP. 15" ES-1 TO THE EXISTING PAVED SURFACE s'x8' CONC. L ANDSCAPING E I "� M,. �` 0' �`` IPF I STOOP Owners) j 8 x8 x6 TEE ;�_� , rr r r;` f I , " - AND w►DENING TO ACHIEVE THE t�,ASSY. C r 1 Inv. n ,, SF •� , , >r r j 5 n I 665.35 FINAL GRADES, AS SHOWN, AND o �t,cai _ _, _ t TES �tI , a I a'7, -- -so '' $"� PVC 79.' 78.7 s . � � E< +�:�, , _� � �' r i TO ENSURE POSITIVE DRAINAGE. t _ - III f �' "{'"" h ;+ M 1 I LIMITS OF PAVEMENT (CROSS -SLOPES SHALL BE 1 /4":1-'0") -8' CONC. WALK 5'-8 6' CON PIPE f II 6 67��yj ,`' '� i ( I OVERLAY O 7r STEP 79.45 STOOP c r t To PS Mil I �.9g w,J,7 " z �, ( OP. 1 ca PROP, 38.00'-15 0 RCP 1 a) 3 �1, �9.0 I I ' 5Ir � r ' `n r"; ,f' �, lr �! � � CI, rill 0 0.36% SlopeEROSION &SEDIMENT CONTROL KEY tfy'o-� 7 h 10 79 79..0 �"x8"x TEE'' 8' I WA �?�F 6 TAM "BY F.C.S.A. y, 1 rop. Siames 7 6-77_` e i "0 V I. = r' t 1 x INCREASER cc) Connection r 2 `8 G. &.. X I 74.8 y „` , ` {I , -T 8 �6,3 �: T.B. ' ' � �t x t, I � Y z _ rr r if_�>t .15 Q 1� :+ ' 4,r:• l 1t 2 f �?` AREA �10F I r f` + `'I .r J 4,7 1 I O f l ' 79,, t5 1 ; "f PARKING(, _ 1 +I l!f %` 1 ! !n=663.51 I _ O Z C Ir z -1 AREA 1.t ' 4M,, r�INI rr�' .r ,r I I IlJ1=C O. a O; r O I P (TOP=678. (Raise Top, As eeded) U v U 15O Inv. I = 3.80 ' v N aql r 8< tlr :� t PROP• DI-1 I v nmF7`3,6 0o I .,o Inv. 0 t=6 3.69 c, I +5 iU>'�,. .`4 t.� Top-667.80 ` �, I -' r' r,L•., j '15 tb Inv. In=665.20 7 wi11 %' 9, CG (_7 r , , r 1 I j' L *G t�F. i'7 3.1 S=,i ;.5 t!i 7: o79. crY, tI I', 75. 6 I� 1 rr r i i' 15"0 Inv. Out=665.15 1 �r,r,,. 1 , i f {,'.y 1 1 .f �{' 79,, t5` '1 i r 75..J +% v,° r, :p 4' C N S EPS I I i it "t 1 LOWER WATER MAIN AS vr'`` a� 0.15 ZO;, 9' yp�� N I I a, (12 -T & �', I ( 73 'Ir' �, NEEDED TO INSTALL STORM SEWER �� r o ' fry`Fi20NT. '9 . t. v n I rn 6 R SER -6 i 1i 4' CONC ALK 1. ` .. 70. r rr�. rta` ° '. I ry, 71.7 ` 1.11 r ii i , , Z Lu , r 0 PORCH ci cn u c� r PROP. 46.77 -15"0 RCP O c3' Q 17 5.8 :6'�, �, s I O �' f w (D ��fir' Cl. III ® 0.32% Slope W X U) , E 0.0 -7: LL G ,n i CONC rf rf ` n, 3.02 TEMPORARY STONE °o°op°oo°oo°000000Qa0000a CONSTRUCTION CE 00000QOQ00000000000 ENTRANCEo 0 3.05 SILT FENCE SF X X X_X 3.07 STORM DRAIN IP INLET PROTECTION 3.18 OUTLET 0 PROTECTION °o°Oo°oo°oo 3.30 TOPSOILING 3.32 PERMANENT SEEDING (� pS 3.35 MULCHING -7 M(� MU N ` I 7 A� 0 " /} U z_ >-� II Z II + o TRAM 6 r (� I : h P. 34.00'-1 II L` .. o '� o rn t - - ? - _ ._... - " -, �� x. dr,,73 I ; !:� ; , �0 5"0 RCP � I ►n TRANCE ¢`r O taw , c��v CO c is r , �w,,7 ; tO ® 7518 0 v ce 7 P M 1.3 C •r f III 0.50% Slope �{ z 2t`+ u) I / x 0 S U is 69, 6 r'` 9 a--x-- x- t -x hE j I �8.?, I Inv.=664.76' 1 n. W w �-(0 II PROP. C 0 Q 'f� `r t71 G 1 _ `h w E _ rr `{ It i �' Z see �. t;77,1 i P 7 80.0 Lr 4' CONC. WALK'i SF NOTE: OE EEX. Y�OOD FENCE I $F � -,w 67:I.,t r'r 1 1 .... .,, ....._ _._.. ROP. 15 E5 1 tp � Z O I{ PROP. DUMPSTEf I 71. 6 r,- G a '• I � 1 f� � ; ;r; I � � �-Inv__.O.ut= 664.80 w O) a� O cc�1 ww 1 ,ti i 1� RPANELS S4ALL EMOVED FOR H E (P r r � s:y d 3 m., w Li] ' j I FENCE (SEE DETAIL) I / •h f r f:. �•G9.0 w �_ 5.5 : GRADING OPERATION 1 r ' �,Ny' I « U U T Q 'f x yi 1,r .r`✓r� I AND REPLACED. o ' ^,�; .7`� �' w f PROP• DUMPSTER ! 70.6 I r' r; r PROP. 56.00'-15"o RCP 6A9I AREA ( o r r, CI. III ® 1.00% Slope o U 0-3: O r.i f�r`` RELOCATED WOOD II f w 7 : *s ai Z z �10 Ix '' l' FENCE I x hA ? F� fr'I i' r' f II �(PROP. DI-1 O d 'ev,1': I welC "' EXI TI G HOUSE , \, r� r ,J;?' "" 7op=667.50 m ,, I !' 1 1 0'�r�,T I STO Y, HGHT•=25. r �I it I 15 Inv. In=665.00 m r f:r%.•r?'r,r 1 I Iz .I. AREA 735 S F '' `� `' TO Mu f,. `,+,�' f' , ' PROP. CONG. ti I'' 2 I' 3 q`� r r' v'� 15 s� inv. In=665.00 g ,{ ; `, r k APPROACH PAD I E jl0 FrF.-671.27' I ` ! �`I 15"0 Inv. Out=664.97 I n i cv U E:,ASSISTED Ex. Siamese r' t w r ' ,�,_,_, 4 Fe (Wood i ! WING tl F d (;;'� _ �,G7t? e ( E IDENC ' I 'j rr` LIMITS of PAVEMENT Connection U _ i" m tD r� rr' -� , r ,7 Z Of ,-'� . r EXISTING HOUSE ne_• µ,� j? E a r' 1 r� LI Y,� r - 6r ,38 � 0 9 � �:r I STORY, HGHT.=25.0' � I I �,rti,; r o�. _a. I� OVERLAY ,., 7 Q 4'`r .ter AREA = 2162 Sq. Ft. wl ) c ��. i" E xt 7 69w _. 3'F.F.=676.44' r,7rJ.3"'EP, I fJ > o U ti r r1, co ► I o f rcv` USE: ASSISTED of (i qr / �` f" PROP. 15"0 ES-1 i ao I LIVING 3 II Inv. Out-665.56 :- a Ex Gar g e I •- ; rrr� f 80. 9•� o RESIDENCE F.F.=674 1 1' o 3 �� r _ WALK NOTE: a r .`` rf PROP. DI-3B, L=6, "'� c�v m 11.689 x Ii �,•� X Ma fir.:")Ei r' ;;. 6 CONC. o TOP=678.53 x I sF w' ALL SIDEWALKS A AT GRADE " = ' J 6"x6 x6" T J EE 15"� Inv. In=674.60 wI !rJ, CI'R �1 _ TO PROVIDE HA (CAP f r { I 1 CI -' (RELOCATED) PROP. 4"�CG tBI LAT. i rrf f 15"0 Inv. Out=674.53 / rn 0.2683 AC. C411 E48,r I %n t'' II .►'" Ex. ck 1-7 ®2.08% Slope . IP { 1 I (Too mai �; 14'-6 0 RV PIPE OP 31.67'-15"o RCP fit: K t f� . '"" �fr i t Cl.NI 0 0.63% Slope rn o 'r rC r` ,%,•. .r,�• •*'-r ,t _r-- ..�- �, 6 X=*4 BEND I (NOTE: 1 I , �'^ ! tD 6,?.0 w,�-- 9. F�'75,' ;. tac I INO TRAFFIC SHALL OE I - �. �, •- '` ti in 616 78.9 I 'IJ6; 8 3 I , " 1 IPERMITTED TO BACKi t I _ f / PROP. 301.81 -8 ONTO ROUTE 7. AL11 I 3 I { �'"� -'" - 8"0' Be �' I f IPA;; R (TURNING MOVEMENTS = ! I ~may [_-� SD 21 WATERLINE "A" / r 11 + I I r r.T � C - .•.r', �.f�t' PR £'� I SHALL BE PERFOWEDJ ��?�, '� ,,i��.l i •i13,1) / 't ? f _;. 1-8" INCR R. I�.t„ „ r , , ,' _ L� I \ I _ rw / 1-6" 'G.V. C O iCG-6 V' ;, > , ,r. :. r,'';'' ON -SITE IN THE PAVE r.�/ {`{ �t 4 J ti �1 F,h; r 6�� (AISLE. 1 f 1PS r h �� ,. '° µ µ ..�" •••+ O� 669 / � J 9, i 81, / TO PS M ,,,a.. 0 �1 LL , S ..� _..,.... i 5 •. . ,, r `yr'''.r rr r p TO PS MU " r r r ,S r., P r E �,"1_ ' r 5 4000 - PRO 6" CONC. S ..� x STOP ��wA � � ' 1' 11 � x �r�� f '� r , 4.r ✓ 7 5' BE __- � . ,• .f ENT 4 r� _.� �. -"1 � ... , �� . .. � -, ��: � ' TU RN N-MOVE"FA `,f" ._ .._._.... w_ r ... SFr '� -�� '! 1 TB __. _ . '�'� TRUCK �..• ,,"1.- 6�' L , r SF I ' _ " , ROP. DI-' ( S72' 11' 11 "1N j 7 F r� �'-..."'• r, 5; j0 ..01 Y._.. I I `"�,(� _ TOP=677'30 r �- 14.19� c x�..� w 15"0 In4. O - 7�80 � � Ex. Meter Pit I I f-' Ex. Sign SF g ti _ Ex. Li h ;w �f'° y . �" + "�• x Remo in) ` - �, 70,51 ?ups L... I «. 9 t TO PS MU sr / / /� ..» ;M - �t� _ ✓ - �� _� 7�. .r+�.�� I. T, I I W It ,,1� ` I... .. wj� .. � fr•y .. _• ':S '7 ,• M-.�'S.� ,,,,,.r'?!:"^•- ....-_ "_..__.. ... ._., ..__ _ ._____- ...-. ---_ M-- .... �- .a , f 1 Ex F.H. Assy j ewe.,. ,.,• . ' t 6 fit• - "5 i rr To Remoin) tip, _ �o _ _ M..: :..1�--==� --•' AONEW COMMERCIAL ENTRANCE u 67f.... - .......y _`_.. - ^ w�.. ~w '.' - --- :y . Y.::..p"r,, �r, - .`i.r-- SHALL BE REQUIRED FOR ANY FUTURE y 7 ,.•- 1 I.. -- T ,...---.ik"'' :=,iT" XA ,.f� ,:?'•4 DEVELOPMENT IN THIS AREA, -^"' �+ - L✓ ,. s86 �''2 i ..=".. - 1 i� �1<: „,,,,,.,.�J• y �' (_,1ay.�, ('t' ... _✓ ...-_ .,_.,.. .."__ .-._ - .•,,.,,•, ..may --- _- .w .r»rJ• A i..li. `-kr`r f7 1 4 7 J ! •n ,.1'. ",f W -.- ,___._. ..�, PIKE _. :k 66�per _,..,.. ,_..,.. CONNFy Ot� U -% 8 _ r --- 4 =� lnv 6 71 � >��IIE 20 0 20 60 �,; csA• STAT ROLE wIOTH R-o j'.c. x. I {65. _ 'X f �r�:: N 45 MPH . 7 ,, .:...•.- X TGL, .-. 66.9a' Z p , .ram (��//��/�J 1 1 LJ� ""'.r �I T Scale 1 - 20 f t fir, Ir'ti l7't 1 f? 4 I 111�14I ,_IzI Z Z 0'- 0 J H 0 Q CZ 0 0 U Z sO Z m�� Lw)n W V) W fW- w 0 t1) ~ f= Q Z O z_ 0- V) �1;11 0 Q � 0 W J U Q � Z Lam.• W c1c W Id 0 >. a a- Q UW_.. Y U F•- �.J W W 0 j. W Q W W LA_ m V) �-- J LA_ O _ °3 LA_ W Z Z w J O O a a_ = 110 O O AN O N M E G cn N 0 N � U C N N L C U7 C 0O O 3 1 0>�� C L m o .. U (n r w N O 0 rn of vj FOTM�ot.PI m tp. No. 18260 'S10NA11 SURVEY: C. I.: PAINTER -LENS 1' SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: 1"=20.0' 10/09/01 SHEET: 5 /9 q # ftiIr:67P,42` 7a2t' �?21I Ott- _� ...._.., I lii 1 ELOCf TED # {y�V' :'~ .E u 1 S 0' RELOCATED I-1( :7 Y j I ~ (,F.ti OGy tor. i { S TOFti'�`, IBC;! f l 24� .1' I [al , JSE,MASSISTED .F, 682.0)0' � i m i zaii Ex, ";h,rd 1 i �:`*. L ,�`lNG cc� I , l o (.?rs I r,,r�i,.. ) l , fc't. 5i1(Zf;i''f si i ! .= �> 5�' 0 DO +n I { w�E USE, ASSISTS 115' B.R.L. - DE"�`t�'.` a A:.:.t . �'.� f,', n . y f; 1PP i? C , I t , ,.r'•,'`'� ��' • �.r.''s..,, t'� I..j..l' ! I,.., Pumping Ex ( a'BAssiu�.r-•.a%2T%;.r •..•.pip- 9➢aAtiva�.5••-t57E+Xma,re-•,•^7eA>iH....-5']X4e4s.Ki3••-,•-ctsnva�¢As--•�4..if&�,...^'&i-.. `'v' ••^-•5a33. y yH` `f, I "fit a i .. Fr p�ezer j rf _ 7 i I t N-1 it 4 )} "fir °4 'j s: t ( i # �{>w�� I j � t � '�M1?`r y t ' ''1. ....... (61 iF�xt,�, il MIiI7egt.tl i 19.w It 5,taa t.�3 ex + iADt-r.0 (To Rer-coin, t'� 0Exi;ting finrking tu-6. � M_. Facility # rs ill ,'', 4 ('1 j tk I K-1 1 1 L11 I 41 -- — I I !f EX. VEGETATION TO BE PRESERVED JAI` I 1 i�{ I N 1 N�f � I, �b I �MI Ld ' r '-, I PLANT LIST 0 Inv, 66,55' I p l Z Ij t! ...,............ .. �# ;_w`1, (� , CL ..r'`".. (1 TM Ines,=666.31 t r '. o, e� )! VP EX. VEGETATION TO BE PRESERVED # f( t INSTALL I 0 2 JV i j u1d��i� f G F j h,IU�.�SI�i(� 1-iC��I� F�?4.OII_iT'� �Jii'�i•,� FH pIl✓ir•at•y _"__�.,.� � # , 2 VP NOTE: j j I STORY, Hr3H�T, -=1 �i 0' UINDER STORM � � {, � # T MVP ALL SIGNS ARE REQUIRED TO OBTAIN i 1 t __ +, F. I 1 T 1INSTALLATION.trYu, •1 w.3 AREA �~ :T 09.2 � � A SIGN PERMIT PRIOR TO F.F. w,6�,O,1 1' / �` S PROP.�+wIC � i TM M Jr'r� I 11�E, M r�'r H.� nY n r �` -IN JV , KEY QTY. BOTANICAL. NAME COMMON NAME SIZE SPACING AS 8 Acer socchorum Sugar Maple 21 /2" Col. 27 liexwcreata_. HgIleri' Heller Japanese Holly 3' ht. 4' o.c. JV 32 Juniperus virginiono 'Hilli' Hill Eastern Redcedar 4 ht. 4'' o.c: PM 12 Pinus mugo 'Mops' Mops Mugo Pine 2' ht. 3' o.c. PF 12 Potentillo fruticosa Bush Cinquefoil 2' ht. 3' o.c. TM 23 Toxus x media 'Kelseyi' Kelsey Anglojap Yew 4' ht. 4' o.c. VP 25 Viburnum prunifolium Blockhow Viburnum 4' ht. 4' o.c. ZS 5 1 Zelkovo serroto Japanese Zelkovo 21/2" Col. r ' J FF �Ro I' ' 1 " f .UG I49 Iti 1 TM 1 TM 1 TM i ) Plants shown on pion are to scale at the approximate width of maturity. o ti p sl y T.I�, p 1_ M 2 VP 1 VP 1 JV 1 JV 1 1 TM In.. I' Co r 111'F' C i f ON F JV. 1.1 ., 1 M MVP 1 JV l ) °# L NE 1 1 T 0 I1 +v° 2 VP ! t tt4i t~':r ;' CONC. L�tP3 ' �,.A,i'Ii�iG .ED r.�t g j I a )�'r 0 1 VP ®Pt�)f, 1 a ES� i ca"fCflF' b5�f ��',,, ;r1 t�S �„x x6" TEE f ,•. Iw -^ » -w_ •_ ,. 2 ' T'- '! 'k� PIVC ll�., co~ ,,iC.. Cow. PIPE , ra Prop, Siamese � T pw�i77.9 Connection 1 1 1 1 1 ° LANDSCAPE NOTES ZS _15� B.R.L. ,' f Le"',3' OP, S.tt l' 1 FtE::F ' t i Cp 1-1,3 } 0 .Mope Zonin :1. RP County Landscaping Tabulation: R �` pTAP BY F EA ER Total Site Area: 4.96 acres (or 216.096.11sf) mom1 b"xl " 'NC.F?EA Landscape Area Required: 30% x 4.916 acres = 1.49 acres (or 64.817.28sf) M; PROP, 20 I�tATER EISk4T, ,_ .w , �__ . _. _ F?'RO SIGN P P P Total Im ervious Area ro osed: 67.352.47sf MEE- Gravel Area: 1446.75sf REA.a(,) ! f� � Greenspoce area provided: 3.38 Ac.- 147.232.80sf= 68% t' TopW6�67,91' I F',+RiNt� -- 4 I I ,parking Lot Landscaping f y # In d61y 4 f perimeter -'. {;� '1� r `. z1- 1 AREA ` i � I f Qut=66 ,50, Perimeter Landscaping Required: 1 shade tree per 0 feet o r [� , I"iC P= i78,40 Raise Tops As Needed) a d 1 . 1 c,>I pTop=667,80PROP, Diµ• 1 parking perimeter 717 feet 15,0 lnv, In=6- 1,80 _ R 0 n , Outx--6 �,159 ,M shade trees provided 717/40= 17.9 trees or"2 t I f,- i ; 1 "o Inv. ln=665.20 Existing perimeter trees to be preserved= 8 ! , { 15"0 Ines, Out=665,15 Perimeter trees proposed= 10 <r' - J L <r � �' j Total perimeter Trees= 18 ZS LOWER WATER MAIN A5 A 3 high evergreen hedge will be installed to prevent headlights from shining I { .... ° �' C NC. S EP:a j i s' 0 1, � � � � I (12" TREAD � j � � r � NEEDED TO INSTALL STORM SEWER onto the public rights -of -way. �f wT .;� fl. gyiU'; i 1 i' to;�7� `�.a`:o�,L,. (oil RlSLI� K FRONT. : I # ^r"-' ° , ,� i I ' f Interior Landscaping Required: 1 shade tree per 10 parking spaces r "w ` ( a� a Wit.. PORCH . a ZS T Lr k I PROl. P. r h0,�"n1 g P total parking spaces = 51 - c; I ` r;c w•w' r r,, { r G-9H I f Slope shade trees provided 51/10 - 5.1 uf_ •,';^ l 1 ,,; „ AS Cth>C, Existing shade trees to be preserved= 2 o AS ° a NIPANCE ( E Shade trees proposed= 3 j... I, ,}ate' iI , # l t w "" _ � _ Ex, 'mad IPROP, 34.00'-15 o PCP Total Interior Shade Trees= 5 t e. pia i r y, e 1 _ 'F r. tl .. _ _ 1 ._ ._.... a Ili Cam �" C1, Itl 0.O SlcYcn 5% of interior to be landscaped jSti r'� �'' ZS - I ( interior area = 18.297sf ;) :rF I3r D twi� GO Ln ; a , ( _ I' required interior landscape = oarea: 18297x.05 914.85sf ,,_Uj Cis II I F'F�,",�P. t: 0. 0 t� { 4' r {)r�lC, ��A.L.� NOTE: t I I � � �=� � _._ ._. interior landscape p - .. f �� W THE EX, WOOD FENCE { ., �, - Cprovided 2s f area ro 'ded 1 12 f f {u ` € a r.. r = i1 ,. `,' , a r z l~RtF' Dltt 9f'S7E1 PANI LS SI TALL CAE 1 I Of �' I�"" rY `"CAP. 1.r'x f x 1X LO try t Y w , ., t REMOVED FOR THE � a lnv. Out E[i�,BCt Screening/Buffering: F"EN E `SEC DETAIL'S # n r used for residential COO, .. �s,t rr�y, � I � { �, 4 GRFYDtNG OF,i RA1lOrI Y (y �(y j y y /p RCP provided: full landscape screen against adjacent property s fd7 V) t,G e .✓ ld fSVY 7iU�P9( J I E R ( PROP, �.l>6J':' l'W f�5r1 V f { p r �t�p RCP�ri D+ c purposes. Including 10 landscape easement and 6 board fence. { + I f{{AREA "#�1 , {®Cl. 111 '1.t{. S1, ,ez 01- _ � IN , � RELOCATEMOOD PROP, oDl FENCE F-Tsic, HOUSE [+-1 > + I, NGHT.�2) 557.u+ rlm � 0 Inv. In=h65.G0CrR^Ar?�Sq. Nlid 1 Inv. lt)=1365.70 L` PROD C!NC. N F1h lr�. l-Cb�7aI �'PiOAChPAD Fr1I L a I1 AS"lSI€�F� C# I r �1 4 I f J �d __ .._. 7f, Y�1C5VC N _ a LIVING jl� t i ra EX, Siamese � `+ v3 u,i � n f rlt f'. T"_ I E SIDE�NCE t t ............ Connection � � 1 � • ,g � �� r��r EXISTING HOUSE � � j t� t 0 L I STORY, HGHT.=25.0 AREA. = 2162 SFt, W V tc1 ' �r F.F,w 6. Ei,4 ! I ,t chi f-i� USE- ASSISTED j { i j p � � � I ®1�R01�', 15"al E�;._1 I t v dJ _ v.__._-.._..... ...�_�. C rf� �r�d`� Li�1'ii { I { . 1 I k µ' I I Inv, Out= 665.` 6, f t�__._ <w....,. ..__.,_. �t ....J a . , - ;: f� t'- Y.p �t 31� C� ey }y t 4 . f:. m 's;:: J sf �' RESIDENCE . f' . 1� 1' t' r`�cy+' • ...... C''d � I li' i .. (� I { + t l• r, �A A'..1�;' NOTE: Il ¢ . PROP. Dl .3B, l,ry { 6 Z) "R`xC' TEE OR ALL SIDEWALKS ARE AT GRADE—_ I ` '' 1C�P r8.5? K � ml' 1 j !�f"t TO PROVIDE HANDICAP ✓ 15"0 In,. In=fi74,60 ``'{ 1 p: ►sy � I 1 FH ASSY, 7• # ✓' 11 5,"o Inv. Out,=674. 3 M D. z � ,AC. tit s I # /�J f2E:LOCA,TED) rj'tF",ccIBIL w _ t Ex ..ni 1 T.B. :.08 Slope ' P1.11 PIPE w.. .. I f ' PROP. ,�1. .tp, r.. p(`p ' '.r ....,,....,.� , B.R.L.• �,,• .� I C7 i .,:. r cl, 111 @1 0. :° Sle)pe ' r. , {�J' _ __ ___ MOTE: '�t No TRAFFIC SHALL nC OZS l. i O BACK 4»�� PROP. 30!,81'-8" VkI0t'UI~7. :4.L TURN 9�" Uvni21 I SDR 21 INATERLINC sArIN 0�� SHALL BE PER Ol1M',rD8�wREASEF EC.O rJPO-SIE IN THE PA CSNT 1 611V BOX AISLE. I• �fi ##t' # ��i/"''"4 .✓' _ _�' _ _- ~ / 1F't x STONE _ p 49.8 " ST ,� R, I ea °! SMH ✓ s PROF. .> t,OhdC. `\- Til- -�j �,f I F k 669 5 ._ .. !' M aAS ° AS ° AS 1 .. , Bw I ,13 PACT FOR THE TI�'<.tCK �-- �. t S1•� _..._ ' I TURNI[' G MOVEMENT ,,,.- Ifi + 74, P. C)77, Oi t7 tl.�,TE - ", F ` . yet?;.7P, r�l-- . ' S;r2° 1 1 ' 1 1 r i I tl N W I I w _ , "~ ' I x..1eter Pitt —CC-~ t 1 Ex, LightsZ,j Cy. F.H. !. Via. "� _ i .i j,.Ir, F?ernoirtl . 'z 13 _ .w..••- M ------------- �77 M�:.- Vie. A< NEIN C;OMtME:RCIAL ENTF?ANCE _ ^ ! ------ -- -- = SHALL DE REQUIRED FOR A�JY FUTURE _ ,..!�,;; v�'•_1r3,.. .. >, 1, r , it ARE # zr a r G� . 3 m _ _ DEVELOP i itJ TFIBS Fs.-- ra' �,,Y 57.E-. 1 c S " op E r 0,32 S i AT. In 661.83' w h.ti`1,"�';uL tr1 PIKE %�§RYVILLE ,,I,I, M. _ 20 0 20 60 _ pp W _.__... w R O�q "91'1 7I ��M op :.: lui6+t' .95 �'"ryi°l. �'14�J IUI { S`!'L��..t �''f �-PS. S� '`�r:.:d•-. In -- 6;"1.00° atEifScate 1' 20 -Ft Ct3' S . CT. TEE zCL Ic f. v V) � Bill!!! i O H 'd Z e t' CL CL mU O M Cn ui a_ t= >0 z 0- LL_ CD 1111J V Q W ILLJ y LLJ � Q Y M-- _j LAJ W LLI ¢W�Cz C- m O O � LAJ CL =COS V 0 J N V a = U 0 CV a.L- O 0) (nN �r OU �N i 0 v (0 (0'v� C V) to !_ r� .,••� 0 0 x >` d• d• 3 Cj 0 > vU-) +' L C ° a m 0 0 E .. t CL .W 'v a S v v 0 H W N O 0Cl) p1�Lj L i 1 1 I! Z I l I1 j '0Z U �K�i H O1r cJ TWTW No, 18260 a/vIo� w� ONAL SURVEY: C.I.: PAINTER -LENS 1' SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: 1"=20.0' 10/09/01 SHEET: 6 /9 HANDICAP SIGN DETAIL FIRE LANE SIGN STAIR DETAIL HANDICAP PARKING DETAIL N.T.S. N.T.S. N.T.S. N.T.S. 1 " DENNY LANE HANDICAP SIGN ® " CONCRETE STAIRS 2 x 1$" sTND. IC WI NING DETAIL Z EXPANSION JOINT MATERIAL #3 REBAR (Typ.) J 3' Min, ww 4" CONC. WALK ROUGHENED SURFACE ON STEPS & WALKS (Typ.) N.T.S, CURBING P 12" x 18" STD. OOOOOOOO° ° "-7 " " " I 31 CONC. WALK � Z 12" x 6" STD. rriftOO-°°o°o° 6 6 x6 xW1,4xW1 "4 WWM r; LAW w °0 O o° SLOPE 1 4" t'-0" %-4 °°°°O°O O o�'�o�o�oe°"'-VAPOR BARRIER X. LANE (9 +/- 14' —VARIABLE— VAPOR ): ° ° ° ° ° ° ° ° 4" VDOT STONE BEDDING 1 SLOPE i- 4" VDOT STONE BEDDING _ f It /t UNDISTURBED OR COMPACTED EARTH CROSS SLOPE 1 4";1' --I Ly HOCP SYMBOL (WHITE) STND. U-CHANNEL POST UNDISTURBED OR COMPACTED EARTH II=� � aw .�— STD. U-CHANNEL POST CG:- REMOVEj13, _� I I— { " =1 I I —III —I i I'I' j== .... . I E BACKGROUND �✓ 6 — I'II II'I—i'fi—i'I'i' _ —II SOLD BLUE �, NOTE: o ," sM—, 2.5A III=I I—III=1 W SEE SITEPLAN FOR NUMBER OF TREADS — AND RISERS AND THE HEIGHT OF THE Z 3" BM-25.0 8" 21-B ' I I —III III —I i ►—I i I—' ' '—I i I i = PROP. GROUND RISER NEEDED.LX I 2"-4 1 /2" SM-12.5A' 3 tl I It— °A' 'A" 6". grade trench w BIT, CONC. OVERLAY COMPACTED SUBGRADE 0 6" minimum* U_ w � minimum RESEkVED ;: O g EX. PRIME Q .t _ R GROUND POP GOUD P KN - ARIG - machine excavation e e ca ation limit SEAL SURFACE & form board a t { p; Y — U } 1 Z 1 Z X STONE S 0 w E E CO VAN 3 °`. ACCESSIBLE gate valve gate valve trench bottom NOTES. & boxes &box undisturbed earth stone bedding Z n �t00-bD0 TYPICAL SECTION 1. ALL CONSTRUCTION SHALL CONFORM TO ADA TOM`"'":'`" �"� TEE, WYE, OR PLUG O ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. In lieu of wood forming the fitting may be wrapped with 'denotes hand excavation polyethylene, and the concrete poured to com Ietet surround "D" = 12" min. for 10" and smaller pipe + 8' TYPICAL FOR VAN ACCESSIBLE SPACES & VAN the ittinand against undisturbd soil. The bearing dimensions "D" = 18' min. for 12" thru 20" pipe I 0 5' TYPICAL FOR OTHERS. ACCESSIBLE against undisturbed soil shall remain as shown. trench width see chart below for A, B, C dimensions. • i as required SIGN "6" minimum Ll CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCK`; 6"dia, schedule 40 steel P. " •':.' pipe filled with concrete 3' Pipe Plugs, Wyes & 11 1/4° and 22 1/2° 45°and 90° ,P �� .. DENNY'S LANE Dia. Tees Bends Bends . _ and painted yellow :.;,:f' I Z N PAVEMENT DETAILS STANDARD PIPE BEDDING DETAIL A B A B C A B CN.T.S. 6" V-0" 0'-9" V-0" 0'-9" 0'-9„ 0,_9„ V.3„ 0,-9" V-9, r;' . — 7' s. PAVEMENT OVERLAY ''�•' . WATER MAIN 2' ER N 8" 1'-3" 0'-9" 1'-3' 0'- " - 1'- " - 2'-3" O 9 0'-9" 0' 9" 6 0' 9" DETAIL 10" 1'-6" 0'-9" V-8" V-0" 0'•9" V-3" 1'-9" 0,-9" 2'-6" W SANITARY SEWER PIPE 12" V-9" 1'-0" 2'-6" f'-3" 1'•0" 1'-6" 2'-0" 1'-0" 3' 0" : s. `` I Z I Q 2"-4 1/2 SM-12.5A '_s„ .::.. .::::... 18" dia. 4" 2'-0" 1'-0" 3'-0" 1'-3' 1'•0" 1 2'-6" 1'-0" 4'-0" TYPICAL TI N N.T.S.�:; SE CTION 0 n 1 2'- '%'r co cret 25 L BIT. CONC. OVERLAY 6" 3" 1'-0" 3'-6" 1' 6" 1'-0" 2' 0" 2' 9" 1' 0" 4'-6" r:;: �:r en ca m 1 - - se ent 0 6" 3" 3 1'- 9" 3" I_ J BIT. CONC. 8" 8" W W EX. PRIME ---•- ,:::r O"p. 20° 2'-9" 1'-6" 4'-0" 1'-9" 1'-6" 2'-0" 3'-3" 1'-6" 5'-0" N SURFACE COARSE & SEAL SURFACE concrete FINAL BACKFILL thrust block W N 8" 21-A EX. STONE 11 1/4° THRU 90° BENDS BOLLARD DETAIL F-• -- _ CAREFULLY COMPACTED w U COMPACTED SUBGRADE — 24" r galv.0 rods over fittings and Z — EX. SUBGRADE _ SELECT BACKFILL '%^%`%%%%%'"``."t'?;'s>°s i"z:a>:: embedded in concrete thrust blocks. _ d. r r r°jyrrr ', direction of setting to be approved prior to installation Q 6" '%r'' FITTING SIZE ROD SIZE NO. RODS EMBEDMENT NOTE: 12" & LESS 6 2 30' > M THE TYPICAL PAVEMENT SECTION SHALL BE _ O p ;::E;, 14°-20° s 2 36" INSTALLED IN ALL DRIVEWAY &PARKING AREAS. Concrete ,;='•';;..,.;�f.;f,.;.. STONE AGGREGATE `:'.fir:;%sr'.''> as required I� q concrete pad 1'-6" sq. x 6' deep ............................ Fitting Volume of thrust block in cu. d. VERTICAL BENDS %r;`'%?" size 11-1/4° 22-112° 45° 90° z stone bedding 6" - - - 1.3 2" min. - 6" max. CONCRETE SIDEWALK DETAIL - - 1.1 2.3 '4 I— N.T.S. O.D. 10" - - 1.8 3.7 ' / U- W N THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 ' 4" stone Lai Y �. 4 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 ( I screw type EXP. JNT. MATERIAL or as shown on pans AS FOR HORIZONTAL BENDS. adjustable J • TYPICAL PIPE BEDDING DETAIL 2.3 5.1 - 1 B" 1.4 3.2 6.3 - stone I stone to be minimum valve box Slope4"1110-: ,/4 :1-0" STORM SEWER PIPE _ v L v 20" 2.2 4.5 7.8 of 6" above lop of base locator marker J W '-`� E— CONCRETE THRUST BLOCKING ': ::� R. �---�-:-iN s i}:I . , i }} .s=s stone � FX o i o 0 0 0 0 0 0 0 0 0 " s} } �T} :, - s '}}: ':' i=} '•• �, � e o 0 0 0 0 0 0 0 0 0 0 o Figure 2} = jl ' _ } megatugs = , t i �% e o 0 0 0 0 0„0„0„0^0^0 o O.D.+16 i _ _ W CG-6 or CG-6R (Typ,) ll� 4 CRUSHED STONE AL BACKFILL (3000 PSI) 4" I.L. CONC FINW i E N I.L. t ` r •,'� •4'••' mechanical joint 6"x6"xW1.4xW1.4 WWM V-6" sq. concrete 6' deep nt~ swivel lnele with O 1 ' CAREFULLY COMPACTED = ll I SELECT BACKFILL O.D. I; _00 — — �WZ — — CL Z Ill O T 1! O CONCRETESIDEWALK AI — - FIRE HYDRANT ASSEMBLY U ~ O.D. 4" t - w J U H AGGREGATE son N T CRUS CRUSHED e N.T.S. Figure e 9 9 J VAR. — - I = O (OS Shown on pans .r I^ adjustable valve boscrew x a rrT>J.t 36" min. Slope: 1 /4":1-0" e O, location marker O O o 0 0 0 0 0 0 0 0 0 stone valve megalugged N 0 0 0 0 0 0 0 0 0 0 0 o to main 0 0 0 0 0 0 0 0 0 0 0 0 megatugs tv PARKING LOT I—megalug 3 01 p 4" CRUSHED STONE PVMT. SECTION 's (n N 1.0 U (3000 PSI) 4 CONC +% N I 1 " " " '' DUMPSTER ENCLOSURE & �, N }}::• N - .N 4 (O W1 4 6 x6 x xW1. WWM a� cO DE TAIL AI FENCED L N.T,S. U) E 0 0 thrust block 18" to 24" � � 8"x 8"x 16" solid block a7 U L d (for valves 12" and larger) 0 > � td'? -0 C COMBINATION 6 G CURB &GUTTER ---- 2x6 TOP RAIL L - NOTE: CONTRACTOR TO REGRADE, SOO OR Note: this detail is also m w t E N.T.S. HYDROSEED AND STRAW MULCH ALL used for butterfly valves I 1 x6 BOARD -0 -C a (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) AREOF THE DISTURBED AS A RESULT I I K. FRONT &BACK 0 °' a TOE NAIL EA. 1 "x6" O 3 t� U- w (2) UPRIGHT STAKES TO BE USED ON W/ 2-8d NAILS TREES UP TO 12' HGT. LARGER TREES I I (EA. RAIL) 04 :1 f� " 1 TO BE GUYED. GATE VALVE 1 1 II I `III z cn �•• TREE WRAP MAIN TRUNK Figure 8 l 6" 2'- 0 ---� RUBBER HOSE �_ W " 2%2" HARDWOOD GUY STAKE -J W 2 PER TREE I 8'-4x4 POST 0 8' O.C. I V 12 GAUGE GALVANIZED CONCRETE APPROACH APRON & 1 14 z Z WIRE -DOUBLE STRAND TWISTED I (fl I •€ it €OW DO NOT COVER ROOT CROWN. '------- 2x6 BOTTOM. RAIL NOTE: PLANT SPACING VARIES -(SEE PLANS)- DUMPSTER S R PAD DETAIL PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES 3" MULCH 5'-7" N.T.S. ATTACH RAILS TO POST F ALL SHRUB BEDS TO BE COMPLETELY 3" SAUCER AROUND TREE PROP. GRADE W/ 3-1 Od NAILS `0 ��yTH O.F+ b TOCAVATED REQUIREDFALL DEPTH EXISTING AND BACKFILLED 10'W x 10' ) �, (EA. RAIL) - ^:� 0�,4 W/ REQUIRED SOIL MIX. (OR AS SHOWN ON PLANS N t iti' MULCH TO BE 3" DEPTH 4 , Slope: As Per Plan ! if tttY 1f. U 1�iTH PA�ITER a COMPLETELY REMOVE ALL EXISTING GRADE ` ti. " • • ' " „ M STRINGS, RIBBONS, AND O o ^ , .:: : ^ Na. 1$260 TAGS FROM PLANT. /;• ~ °;f� o 0 0 0 0 0 0 0 0 — 12 DIA. POST HOLE, BLACK CORRUGATED PLASTIC PIPE ,r ti >/;, �, 'l�• '=� x K r _ J.� y� , ��,,ff�.•f,/.s`` FILL W/CONC. • y / r,/ `' ti yr, • J. SOIL MIX 6" STONE BEDDING 6 TYPE A" CONC. jONAL „ r, REMOVE TOP 1 /3 OF ALL ti BURLAP FABRIC AROUND r°'/4 i� " _ /� r~ COMPACTED MOUND TO PREVENT 'Y /r'`''j°� r/ ✓ %'xN, (3000 PSI) ROOT BALL. `i f`"j:ti :, 4 yf4 _ r`r ti ,. �" �`.; rd' �� \ SURVEY: r TREE FROM SETTLING 6" MIN. HGT. s / r r t: 6x6xW2.9xW2.9 WWF NOTES: C. I.: /r•f':_, : r r , f r,{f / •Y `�f. PAINTER-LEWIS (2" Min. CLEAR) ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. N/A j`,.✓C�r;"r '',�%e.f , c;,, .: ,w `'✓ / 'r/' ° UPRIGHT STAKES EXTENDED TO SURVEY DIVISION • v, �:�� `v ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. Y r DRAWN B JOB NO": SCARIFY ROOTS ON POT r t ,r`l ` \�\ �ti)' w` ti'`' ; ,r'�.r' �� ti� y`\` ft FIRM BEARINGf%•rt T P BOUND PLANTS. f'` `'' `'=,?r''rl {;'= f"' `rr`f : r'�'!�!!tirftif: �i.ti. f�,�, ;r� NOTE: FINISHED SIDE TO FACE ADJACEN ROPERTY. `�`�',r�� q THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR TGP 9811012 TOP 1/3 OF ALL BURLAP do "f 'O THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. CONSTRUCT (2) 4 GATES SIMILAR. PROVIDE GATE LATCH. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT ROPE FROM ROOT BALL. MIN. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND SCALE: DATE: ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER AS SHOWN 10/09/01 SHRUB PLANTING BED TREE PLANTING PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL SHEET: SECTION SECTION POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. 8/9 STONE CONSTRICTION ENTRANCE 70' MIN. EXISTING PAVEMENT A y. 5:1 FILTER CLOTH ,C" Mlry A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. D WASHRACK (OPTIONAL) 10' MIN. 10, MIN. 12' MIN.' �- EXISTING - PAVEMENT DOT II I V-� POSITIVE DRAINAGE 10' MIN. CDUREV E AGGREGATE B TO SEDIMENT i- TRAPPING DEVICE -I • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPCRATION 12' MIN. +------ 3• MIN. ME m FILTER CLOTH RE1ru uK�tu LUKtKt I t uRr+uv or na.� SECTION B-B GRAVEL CURB INLET SEDIMENT FIL TER ---J -(r GRAVEL I:11-TER' 12'•--- Illy SENS SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDiNG IN FRONT OF 1'HE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT a3, #357 OR 5 COARSE AGGREGATE. PIPE OUTLET CONDITIONS A A '1PE OUTLET TO FLAT REA WITH NO DEFINED HANNEI. L a 0 % -. I d F- I SrC'PION A -A FILTER CLOTH KEY IN 8--9'; RECOMMENDED FOR ENTIRE PERIMETER 3dD (MIN.) lJ PIPE OUTLET TO WELL PLAN ViEW DEFINED CI{ANNEL La - d TUN SEC'PION A -A r- FIL'CE:R CLOTH KEY IN 8•-0•; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET. OR CONCRETE. 2. La IS THE LENGTH OF TI,E RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM( STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW `` I III �II'• 3. ATTACH THE FILTER FABRIC TO 711E WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH, EXCAVATED SOIL. RUNOFF WATER WITH SEDIMENT / G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH FILTER FABRIC IIILII-I I WIRE AUDI =- GRAVEL AND WIRE MESH DROP INLET SEDIMENT FIL TER 18" MIN. /-- GRAVEL (12" MIN. DEPTH) 1.111_I=1lllil � oo � _�p�l o`= it lll= SEDIMENT WIRE MESH FILTERED WATER SPECIFIC APPLICATION 'PHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDO`I' #3, #357 OR #5 COARSE AGGREGATE. END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X ---- X CONCRETE TO BE - _ E LLL JJJ 4000 PSI MINIMUM PLAN I.tisMw�ul�lsN» DIAMETER OF PIPE + I / E cnln vlGw END SECTION DIMENSIONS PIPE DIAMETER B C D E 12" 411 ,_0„ ,_0" 4'_0„ 1 2,_0;; 1611 W. 1_e1. ,_0" 31_01, 1" 9 2'_1T' 2,_1" 51-0.1 31_6.1 27"D " 4'-0" 21- " 61- " 4'-6" 33" T-1 4'-101 2'-3 7'-1 5'-6" 36" 1'-3" 5'-3" '-10 8._11. 6-0., 6,_0 _ 8'_ '_0" DI-3A,38,3C EXPANSION KEYED EXPANSION JOINT 3'-10" FOR DETAILS OF INLET JOINT COASTS (RAMS f) COVER x . BARS APPROACH IC BACK OF SIDEWALK JOINT GUTTER SEE STANDARD -2. Ep AR BARS 4,2" W z Cut TER 2 , BARS C 0: w BAR 2, SUBBASE 6uO BARSB ------- HARDWARE - ARS f a. o N ------ CLOTH _ c o w Z+ �S F ; WEEP HOLE. SEE NOTE B 1 Y H N O it RUN o A w it a STEPS.'SE �+ �+ AR F BAR A NOTE 5 I' a ARS D GUTTER FACE OF CURB 8' 8" CR K CONTROL JOINT CRACK CONTROL JOINT W MN. PLAN SECTION A -A i 'M I" --A 10MAX. KEYED CONST.JONT L-VARIABLE - MAX. 20' 2'-10' WARPED CUTTER �2'-0" 18, 2'_8„ �B 81 I y_0,1 2• II APPROACH a BARS A GUTTER - L__ ________________________________________ ARS ' BARS F "--BARS E Lr,B BARS E + #3" DIAMETER -WEEP HOLEFRONTEREREMOVAD ION BARS F 8" 1'-81, g'• BARS B ---- - - -00- 11/4 J�_0,� SX'//" BENT PLATE � SECTION B-B '/M R a TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 k CC-7 STANDARDS. .•: L2V2"X2V=•X'/,' TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. GALVANIZED TYPE A TYPE 8 ''/1" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE SENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH VZ' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR.PAVEMENT DI-3A L DI-3B L DI-3C L WARPED PAVEMENT t---t _------------ ---� ! t---- = I I = I j _E ow = flow 0-1 0ji 0J Es2w DETAIL WHUSED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SACS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET( 121' - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 SHAPE TO ELEVATION OF HIND -POINT OF LARGEST PIPE. i WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SLOPE TO DRAM NOTES: \\ TO INVERT OF OUTLET PIPE e SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF \ \ PIPE IS ABOVE INVERT Of STRUCTURE. MANIOCS DROP INLET IS TO BE FORMED AND CONSTRUCTED A IN ACCORDANCEWITH APPLICABLE STANDARD OR SPECIAL E Uy. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A O/ A � PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / e CLASS C1,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF NVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 'L PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED '----� INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SECMDON RI STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 3D2 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INU.ET END-SECTK)M x TE O - - E 4000RPSI MTWWUM PLAN SECTION X-X DIAMETER OF PIPE 1 + / END VIEW END SECTION DIMENSIONS PPE DIAMETER A B 1 D E 12" 4" T-0" 1 4'-1" 15" 6" 91, 21" W. V-11" Y-2" 8'-1" Y-PP 24" 101, '-7" V-8" 61- " 4'_0" 27" 10 ' C-O" 214/211 61-1 4'-6" '-6" 1'-7 5'-0" 33" V-1 4'-1 3'-3 8'-1 5'-6" V-3" $'-3" 2'-10 B'-1 61-0.. 5i'-9" - 21-11" W-21. 4811 2'_0,l 1_ ., 21_2" ,_ T-0" 54" 2'-3" '-5" T-it" '4" 7'-6" 5'- 3'-3" '-3" SHOULDER PAY LINE ACTH G NOTES, �- B PPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS CULVERT TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT,LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION - - --- REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 CG-7 NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB i GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB NO GUTTM SHALI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, TINS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH N DEVELOPED URBAN 4 SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN IV OR THE CHARGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 2" -N R D D D D D D _ ---- - - - - - - - - - - THE BOTTOM Of TFE CLRB NO '-" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE AT 7" 2'-0' MN. DEPTH OF 7" IS MAINTAINED THE OPTION OF THE CONTRACTOR COMBINATION 4" CURB & GUTTER REFERS 105 VIRGINIA OEOARTMENT OF TRASPORTATION 502 201.04 SECTION CAST IRON --}-Pz SECTION STEEL o_Iv„ L 2Vz" x 2Vz' x �I1/ (� 10' 4" long One welded joint Weld all connectors to co6ar x 4" Stud Shear connectors NOTES t DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. TH£ COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4'-2" U I TO ABUTTING CONCRETE TO PREVENT Hardware Cloth 2•_g SETTLEMENT. IN LIEU OF DOWELS A 2"X4" 2'-7" ---I 3" Diameter NOTCH MAY BE PROVIDED. SEE STANDARD I I weep hole - T-DI-3. 4 FOR ALTERNATE DESIGN. m mLl. '6- L..p° ° • n See Note 8 8. 3" DIAMETER WEEP }}{IOLE WITH 12"X72" PLASTIC HARDWARE - - E (j (j CLOTH MESH OR GALVANIZED �n ioN b. Collor o ---4" depth Aggr. QIIQQQIIQQQQQQQQ STEEL WIRE, MINIMUM WIRE DIAMETER NCHO NUMBER 4 MESH HARDWARE CLOTH ANCHORED c•c c c M16B,It78 or U U C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. E E �•E 12 IB x 6" width QQQQQQQQQQQQQQ ,° 9. CAST IN PLACE CONCRETE S TO BE CLASS A3 iv iv �+rn 12"-IS"-18" or 4' .._ 1 00000000000000 N (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. O1 c • D. ° •� 0000 NONE 0 � 10.ANY ALTERNATE METHODS OF ANCHORAGE MTHE APPROVAL OF THE ENGINEER MAYAY BE BE SUBSTITUTED FOR THE CAST IRON ° ° ° n LUGS AS SHOWN HEREON. 9 L- H SECTION A -A 1"4„ CONCRETE QUANTITIES FOR MIN. DEPTH 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per add,tionolfool of depth. APPROXIMATE WEIGHT Cost Iron Grote 363 ± 18 be STANDARD DROP INLET sKcmrm RUERDRDOM 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 104.Ot VIRGINIA DEPARTMENT OF TRANSPORTATION 302 x sa STREET APPROACH SAME A SURFACING AS MAINLINE (RADIUS TO BE AS 14 i ROADWAY SHOWN ON PLANS) I Cf C + + (RADIUS TO BE AS ______________ ^____+____� SHOWN ON PLANS) ST'D CG-12 + ♦RNXAL COM13INAI ON n, CURB AND -6) / B 4' SIDEWALK CLASS 6" 5" CONCRETE A3 ,.p,. •• n.. ; °• u 7" I x (H.E.S.) n.'. p, • e. I i +- OPTIONAL �.' ✓+ FLOW LINE ` EXPANSION JOINT I EXPANSION JOINT NOTE: WIDTH "8" 2'-0" OR AS (A)MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. SECTION C-C PLAN VIEW ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE ® THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10'PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK It CURB EDGE OF SHOULDER OR B X MAX. D RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". OPTIONAL FLOW LINE LOPE CHANCE ® --- �----- D . --- MAINLINE ROADWAY ` - - ----------------- WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT N CONJUNCTION WITH VOOT PROJECT-, PLEASE 8 X MAx.__ D NOTE THE FOLLOWING: SLOPE CHANGE -`- 5'MIN. 40'WIN. FOR STREET DCONNECTIDN XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED 0' DESIRABLE FOR COMMERCI TO THE R/W LIE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A RADIAL CURB OR COMBINATION CURB '& GUIDELINES FOR GRADE CHANGE D SEEYDND THE RHW LLNETEXXCCEPTFFOR RD REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CO-3 OR CG-7 THE CURB FACE ON THIS STANDARD IS i0 BE ADJUSTED TO wyCt) THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 X 3 X MEDIUM (500-1500 VPD) 53 X 6 X SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) 5 6 X B X X PLANS ARE TO INDICATE WHEN CONSTNUCTION OF A FLOW LINE IS REQUIRED TO PROVOL ?OSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PON:ING OF WATER. SPECIFICATIONRE'. NCMETHOD OF TREATMENT 502 FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 ® 7" WHERE STD.CC-3 OR CG-7 IS USED. `b 8'-0" 4--0" STD4 myN � • +�� OR CGC62 ®8, 12.17. MAX. 48 1 MAX. "'111bbb 8' -; 'e 20: 1 3, 5' MN SECTION A -A A # 5 DOWELS, 8" LONG 5'-0" 3'-0" 5'-0" MIN a 12" C-C PERMISSIBLE MIN. PERMISSIBLE MAXEIMUM 1 CONSTRUCTION JOINT i CONSTRUCTION JOINT_•---1zPA�A4�0A9A9, B B SECTION B-B•-BB S. a W. q L,LIMITS OF EXPOSED AGGREGATE SIDEWALK + ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS 01 UNOBSTRUCTED, STABLE, FIRM AND SLP RESISTANT A TANGENT PLAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES Row,w,Ltt THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MEDUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. b n CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SUP RESISTANT INTEGRAL V DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAP FLOOR (RAP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE (n� FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAP FLOOR OR BY USING 'f PERMISSIB LE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT TYPICAL PL EMENT IF RAMP FLOOR 6 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION AT INTERSECTION SIDE CS CAN BE LASS A-4.CAST IN PLACE AFTER PLACEMENT OF PRECAST RAM+ FLOOR. PRECAST CONCRETE SHAD WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BARS ARE TO BE No. 5 X 8" PLACED ?CENTER TO CENTER ALONG BOTH SIDES OF THE RAP (WITH BUFFER STRIP) FLOOR, MAD -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER t'/2". CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AID GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. t9 THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP UHES. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 02 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION (J7 LU Q ti ( CL W 0 U i4J O Z 0 � , w , _ Q Z N 0 O W m C Z W W � U (` i AO ,Z Q U UZ Q w Q Y � _j J ir. V Q '- W V QLa L_ Li 0 S 00 3 W Z Z w O O111--U a _ N 0 N O N M O (n N r r U N to to I U 0 N . O 0 C cc •� ^� E o 0 3 0 C G 0 4) 0 0 +-, C a m c 'E U 0 .0 O C v 3 F-LL LW N O 0 re) V ZW I J W W Z� OW N of y j O T id iJ TIM a No. 1 260 I G S`4JONAL SURVEY: PAINTER-LEWIS N/A SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: AS SHOWN 10/09/01 SHEET: 9 /9 HILLTOP HOUSE ADULT CARE FACILITY ADDITION ABBREVIATIONS PROJECT: HILLTOP HOUSE, INC. ADULT CARE FACILITY 1811 BERRYVILLE PIKE WINCHESTER, VIRGINIA 22603 (540) 667-5323 ENGINEER\ PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK ST., ARCHITECT: SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER PARCEL INFORMATION: OWNER: JOSEPH C. SMITH & JUANITA T. SMITH 384 WRIGHTSMILL ROAD BERRYVILLE, VIRGINIA 22611 (540) 955-3342 SURVEYOR: PAINTER-LEWIS, P.L.C. 302 S. BRADDOCK ST., SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: ELLIOTT RITCHIE TAX MAP NO.: LOT 6: HILLTOP HOUSE PARCEL: LOT 12: VACANT PARCEL AT THE REAR: (LOT FOR RELOCATED HOUSES) LOT 13: RELOCATED HOUSE PARCEL: (FRONTS ONTO RTE. 7) LOT 14: RENTAL PROPERTY PARCEL: (FRONTS ONTO RTE. 7) LOT 15: CORNER LOT AT DENNY'S LANE: SITE AREA: LOT 6: HILLTOP HOUSE PARCEL: LOT 12: VACANT PARCEL AT THE REAR: (LOT FOR RELOCATED HOUSES) 55B-A-6 55B-A-12 55B-A-- 13 55B-A-14 55B-A-15 2.9055 Ac. 0.4783 Ac. LOT 13: RELOCATED HOUSE PARCEL: 0.5518 Ac. (FRONTS ONTO RTE. 7) LOT 14: RENTAL PROPERTY PARCEL: 0.7569 Ac. (FRONTS ONTO RTE. 7) LOT 15: CORNER LOT AT DENNY'S LANE: 0.2683 AC. TOTAL: 4.9608 Ac. THESE PARCELS ARE TO BE COMBINED INTO ONE PARCEL. ZONING: LOT 14: RENTAL PROPERTY PARCEL: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT ALL OTHER PARCELS: LOTS 6, 12, 13, & 15 RESIDENTIAL PERFORMANCE ZONING DISTRICT RP RESIDENTIAL PERFORMANCE DISTRICT PROPOSED USE: INSTITUTIONAL CARE FACILITY PERSONAL CARE FOR SELF-SERVING ADULTS ASSISTED LIVING FACILITIES CURRENT USE: INSTITUTIONAL CARE FACILITY PERSONAL CARE FOR SELF-SERVING ADULTS ASSISTED LIVING FACILITIES ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 70% COVERAGE (BUILDINGS & DRIVE AREAS < 3.4726 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 SETBACKS: RP RESIDENTIAL PERFORMANCE DISTRICT FRONT: 35 FT. (ALL STREETS & HIGHWAYS) REAR: 50 FT. SIDE: 15 FT. SETBACKS: B-2 BUSINESS GENERAL DISTRICT FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: 1 SPACE PER 4 BEDS PLUS 1 SPACE PER EMPLOYEE ON SHIFT 2 SPACES PER RENTAL RESIDENCE (9'x20') PROJECT: EXISTING FACILITY: 52 BEDS => 13 SPACES PROPOSED FACILITY: 22 BEDS => 6 SPACES EMPLOYEES (MAX.) 12 PERSONS (MAXIMUM)=> 12 SPACES RENTAL HOUSES: 2 RESIDENCES => 4 SPACES SPACES REQUIRED: 35 SPACES REQUIRED 2 HDCP SPACES (INCLUDES 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PERSONAL CARE RENOVATION OF THE EXISTING STRUCTURE FOR FACILITY: THIS USE WITH LARGE ADDITION TO THE MAIN ENTRANCE AREA OF THE EXISTING FACILITY. FRONTAGE: BERRYVILLE PIKE: 364.43 FT. DENNY'S LANE: 197.29 FT. PARKING PROVIDED: 51 EA. PARKING SPACES PROVIDED (INCLUDES 3 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: HILLTOP HOUSE BUILDINGS/STRUCTURES: 24,699 SQ. FT. COMPLEX: 0.5670 ACRES (TOTAL SITE) PARKING/DRIVES: 37,954 SQ. FT. 0.8713 ACRES CONCRETE WALKS: 4,700 SQ. FT. 0.1079 ACRES TOTAL IMPERVIOUS AREA: 1.5462 ACRES F.A.R.: F.A.R.: 0.5670 Ac/4.9608 Ac = 0.114 < 1.0 OPEN SPACE: HILLTOP HOUSE COMPLEX: 148,740 SQ. FT. (68.8%) 3.4146 ACRES ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING LIGHTS SHOWN AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS ADDITION. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, W14ICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL, FEATURE. 5. THIS SITE CONSISTS OF ASSISTED CARE FACILITIES IN AN RP RESIDENTIAL WHICH DOES NOT REQUIRE A RECREATIONAL UNIT. DUE TO THE INCAPACITY OF THE CLIENTELE, A RECREATIONAL IS IMPRACTICAL AND THEREFORE NONE IS PROPOSED FOR THIS DEVELOPMENT. RECREATIONAL ACTIVITIES ARE PERFORMED, AS REQUIRED, AS PART OF THE ASSISTED CARE PROGRAM. 6. A PERMIT FOR ALL BUSINESS SIGNS IS REQUIRED PRIOR TO INSTALLATION. THE NECESSARY PERMIT SHALL BE OBTAINED THROUGH THE BUILDING DEPARTMENT. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. HILLTOP HOUSE ADULT CARE FACILITY 1811 BERRYVILLE PIKE STONEWALL MAGISTERIAL DISTRICT COUNTyOF FRhrDERICK. VIn'GINIA INDEX TO CITY/COUNTY LOCATION I S03'55'21 "W 1 --- — 197.29' S--- 0-- 2 '47'W 698 47 CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD C1 32.03' 04*40*53" 2839.79' 11 .08' N8 48'45"E 12 1.96' S86'36'04"E 147.10' RELOCATE HOUSE- S00°43'26"E 663.63' 417 \��'Q EX. SWM F �► FACILITY N00°38'49"W 603.33' SCALE: 1 "=100' S85'47'10"E 100.00'— �_�.._._IL S88'29' 10"W 67.87' VICINITY MAP 1 " = 1000' 1 1 po� E� 60.26' N00'3816W 349.11 PAINTER-LEWIS, P.L.(C,. :> � .JTH : RnDDC K STREET, >'U'IT 0r �wir�c;HESTEE. UIF';CMn,601 (540) 662-5792% S86'09'12"W 57.95' sk-UT" Ofi SIT PAINTER No.16260 Z/v_r0 Z. A ASSY. ASSEMBLY D.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G 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 DIA. DIAMETERUT DS DOWNSPOUT EOP EDGE OF PAVEMENT 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 Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HDCP HANDICAP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT 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 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 RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX 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) HATCHINGSNDICA INDICATES PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). HILLTOP HOUSE ADULT CARE FACILITY PROPOSED BUILDING ADDITION LIST SHT. 1 /9 SHT. 2/9: SHT. 3/9: SHT. 4/9: SHT. 5/9. SHT. 8/9: ' _; � I� SHT. 7/9: r:. r APPROVED r° )z'� ATM SHT. 8/9: SHT. 9/9: OF DRAWINGS COVER SHEET & ZONING NOTES GENERAL NOTES and CONSTRUCTION NOTES GENERAL LAYOUT PLAN and DEMOLITION PLAN SITE LAYOUT PLAN SITE GRADING and EROSION & SEDIMENT CONTROL PLAN LANDSCAPING PLAN STORM SEWER PROFILES and WATERLINE PLAN & PROFILE MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS APPROVED BY THE ZONING ADMIAIST17--fINTOA FREDERICK COUNTY, VIRGINIA SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 ILE NO.: 9P 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 THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN ESTABLISHED 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 DENNY'S LANE AND BERRYVILLE PIKE R-O-W's. 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 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 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 lb/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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. 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 SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING (THE PROBABLE AREA IS TO THE REAR OF THE FACILITY HEADING TOWARDS THE EX. STORM WATER MANAGEMENT (SWM) POND. 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 LATERALS SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% AND 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 1.04%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER LATERAL THAT SERVED THE HOUSE TO BE RELOCATED AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. NO NEW WATER SERVICE IS PROPOSED FOR THE ADULT CARE FACILITY. THE WATER FOR THIS ADDITION WILL BE SUPPLIED FROM THE EXISTING FACILITY. A NEW 3/41' WATER SERVICE WILL NEED TO BE INSTALLED FOR THE RELOCATED HOUSE. THE EXISTING SERVICE NEEDS TO BE ABANDONED AND THE NEW SERVICE SHALL BE INSTALLED AS SHOWN. 5. THE 8" DIA. WATER MAIN SHALL BE INSTALLED AS SHOWN. 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. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 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 PROPOSED WATER MAIN AND CONNECTIONS THROUGH THE PROPERTY SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 11. 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 PROPOSED STORM SEWER SYSTEMS AND THE EXISTING ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. 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 PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. 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. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE RP & B-2 ZONING DISTRICTS. 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. 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"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 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. EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of a proposed adult care facility addition and building link, related driveways and parking facilities, site grading, water & sewer services and mains, storm sewer extension and site landscaping. 2. Existing Conditions: The 4.96 acre site is currently developed with an adult care facility, three residences, and several outbuildings with related parking and service utilities. The site has approximately 364 linear feet of road frontage along Berryville Pike (U.S. Route 7) which currently provides access to the site and 197 linear feet of frontage along Denny's Lane on the easterly side of the site. A new entrance will be constructed along Denny's Lane which will provide permanent access to the site. The existing buildings and parking facilities are located on the top of a ridge that gently slopes towards the front of the parcel to the Berryville Pike side slopes which are steeply sloped. The rear yard is moderately sloping from the top of the ridge towards the rear of the parcel where the existing storm water management (SWM) pond is installed. The remainder of the site gently slopes toward Denny's Lane in an easterly direction. 3. Adjacent Areas: The site is bounded on the north by vacant, agricultural land adjacent to SWM pond, the remainder of the northern boundary has been developed with small -lot, single-family residences. The eastern side is bounded by the Denny's Lane right-of-way and the southern boundary is coincident with the Berryville Pike right-of-way The western property line is bounded small business offices that face Berryville Pike. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing Adult Care Facility and the single-family residences. 1B: Berks channery silt loam: (2%-7% slopes). Hydrologic soil group C, Class II Soils. (Approx. 87%) 41C: Weikert-Berks channery silt loam:(7%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 3%) 41D: Weikert-Berks channery silt loam:(15%-25% slopes). Hydrologic soil group D, Class II Soils. (Approx. 10%) 5. Critical Areas: The roadside drainage ditches along Denny's Lane and Berryville Pike. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The 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 existing edge of pavement of Berryville Pike (Ti.: Route 7) and Denny's Lane right-of-way. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall. be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation towards the rear of the parcel, adjacent to the residence that fronts onto Denny's Lane. b. Construction of the construction entrance. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. d. Installation of the proposed diversion dikes to convey the runoff, as desired by the program administrator. e. Installation of the inlet protection devices at the existing pipe inlets. PHASE II: 3. Site Construction Sequencing: a. Demolition of all materials to be removed. B. Stripping and removal of the topsoil to its full depth, as needed. c. Rough grading of site and installation of the fill material. d. Building construction. e. Installation of the proposed utilities. - Phase II Controls. f. Placement of check dams for ditchline protection and installation of the inlet protection. g. Curb and gutter installation. h. Final Grading of site. i. Stabilization of all lawn and slope areas. j. Installation of base and subbase materials. k. Restoration and stabilization of unpaved areas. 1. Final paving. m. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: 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. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it'shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST 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. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. EXISTING HOUSE STORY t 1 S E NOTE: 1 NO TRAFFIC SHALL BE PERMITTED TO BACK EX. PAVED PARKING ONTO ROUTE 7. ALL EX. STONE AREA (TO REMAIN) TURNING MOVEMENTS WALL SHALL BE PERFORMED I ON -SITE IN THE PAVED AISLE. \ IN, PROP. � C NC. PAD FOR T.TRUCK 4' TURNING MOVEMENT USE DUMPSTER"PA { TAIL FOR SE JIOQD N-, .. WHEEL LINES (TYP.) TRASH TRUCK TEMPLATE _ � r Ex. CG-6 (To Rema+n) T EX. ENTRANCE (To Remain) r% s •-% Ex. __. ..._ - )(To Remain) { EX FKTRAt4CE NOTE: (To Remain) �-- """° A NEW COMMERCIAL ENTRANCE SHALL BE REQUIRED FOR ANY FUTURE - _•,_r, ...-- ® �--^ ® � DEVELOPMENT IN THIS AREA. STATE ROUTE 7 - BERRYVILLE PIKE TRASH TRUCK TURNING MOVEMENT DETAIL SCALE: 1 "=10' 1.) m l Z W UJ Z�.Z Soo J ®CIII:� W W V) V) W Z FFJ a- O C� i= O Z CL Q Cr 0 I� LA. W cr- WYCZ ®� QCL_Y U�� V J W M (n cr_ Q ix Z5 W QWaLQ= Lai M O r 00 LLJ J O ft: d O O cc] .U� r N ro V) N t\ U (V I I C (fl V) C .Y •M 0 O 3 0 th� '0 v C 0 N C J N m U) 0 C _ L U O N O 0 v E N O 1�1 � AAO.ti' L. > PA�1ER a No. 18260 G �9s1ONAL ?'� SURVEY: C.I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: AS SHOWN 10/09/01 SHEET: A /9 ON. COPY COTO-r R'Y sf FR-EDERICK % Department of Planning and Development 7113,1665 -5651 Fax 703 / 679-0682 Shay 4, 1993 Joseph C. Smith Route 1, Box 1985 Berryville, Virginia 22611 Dear Mr. Smith: This fetter is to confirm actiras bra- by The Frederick County Board of Supervisors at their meeting of Apfu 2% 1993. Your conditional use pern- it, "-1-93, nos apprrived .for the eVansion of an existing home for adults. Tri s property is'tueate& une trios, eag.4.. Wirchester on the north side of Route 7, in the Stonewaff District, and is idem5tfred as GPIN55B-.A-J4, This trs>° has been approved provided the following conditions are complied with: 1. All review agency comments must be addressed and complied with as required. 2. All iWerat, state and local .regulations applicable to adult care facilities must be corrrrlied %4Ah. 3. A site plan must be submitted to the Planning Department for approval. It you have arty quei6 s -mgw"y, ttha co d dons placed upon your permit please feel free to calf ties office. Sincerely , W. Wayn Miller Zoning Administrator W WM/slk 9 North L.oudoun Street RO_ Box 601 Winchester, VA 22601 Winchester, VA 22604 P./.N. 55-A-26 DENNYS INC D.B. 746, P. 500 ZONED.• RP USf RESIDENTIAL --- — ---- _ -.�.DENNy LANE1229 + ORIVlN6 S40 R PEED: �5`W (UN + 0, %G Nuft --- - _ PIN 558-4-18 BETTY G. L/LL Y D.B. 596, P. 711 ZONED.• RP USE R£S/D£NT/AL q 14 Cl* ;3 A =�. a . . v v v V St<}EFFti __ t `.•`1 ,!'" � } ¢ lCf O1 J I STORY .y:F .m `M... _ 1 - W r:e 3 CO #�{� ' I `�/ I PIN 53g A-1I � � �V �` # � s vi c� �. I � �'`�_ RAYMOND . Z4CHG0 RELOCATE _-r. __ m W ' "m -� 0^ w m1 .2 6 �o 0j 4,n P./.N. 55B-A-7 P/.N. 55B-1-A1 D.B. 420, P. 991 � ► f HOUSE _ m , � a �' N � � -- � * m Lei W. �d S£ff£LL K JKSON _ _ 6L£NN R & SHERRY L. ZONED- RP � 1-1 /2 STOR � ' W � � ^ � xx " x �'� � � � � `"'� � m P./.N. 55B A 9 � ZACHGO 01 � — _ ,0 B. 276, P. 70,3 JAMES A. HOLE£ � _ sr k :" �:. E US£.• VACANT m 4 .g : -,° . - �- ...f , ZONED.• RP D.9 27., P. 465 I D.B. 298, P. 27.3 � ; �ji 4 T ` ' F � X �°v � ZONED.• RP �p ,�, , _ - - _ - - U: to US'£. R£S/DENT/AL ZONED.• RP I + I , I USE VACANT USE.• YACANT v ' - o I = z -y wm PROPOSED NURSING HOME . Cal ADDITI ,p uopuoq'y a Z� • f a E I _ 1 STORY uio .ta i 4 0 S00 43 26 E 663.63 �` .�. _ �� _.�-� .._. ..a _ , moo, _ � 1� �-------_, a� �' Z 0 _ 1 D i 15' B.R.L. - — a- -- ;-Y-7 '- I A, 15' S.R.L.�,,� ,�, ;f. - t O (n h- m" _— _ WSJ Uj _ r; Z U —L _ T _ _ _ __ i Q r A\ (-50' B.R.L. I x + 50' B.R.L. - B� 1 t..# -='-" EX. NURSING HOME FACILITY A. 1 i 1 STORY I w 00 0 L v'9� POND °' ° ' ° -o v m E N 3 FACILITY i\ X O e- to `•c�'` c31 50 B. t L ~ 50' B.R.L. W U- o c c 0. W a- v1 j N o`er y 'g `s� ` 00 � / U!) .•mil iArr a.�o a,. awe o o r ate, r �� N00'3849"W 603.33' p�`�i P./.N. 558-4-4 o I PARAMOUNT PIN 55B-A-�1 I TERM/T£ CONTROL CO. INC f/Ig A L/M/T£D PARTNERS//P 10 8. 654, P..312 ZONED.• B--,3 USE.• R£S/D£NT14Z D.B. 496, P. 387 ZONED.- 8--2 USE COWW£RC/AL P.I.N. 55B--A-5 PAUL/NE M. MafWl£ D. B. 712,, P. 28 675 ZONED.• RP USE.• R£S/DENT/AL HISTORICAL REFERENCES: 1980 fR£D£R/CR COUNTY COMPR£H£NSIff 00WNZ0N/NC• CHANGED PROPERTY fROM 9-2 TO R-3 (RP) R£ZY15--80,' D£N/£D R£OU£ST TO REZONE S£k£RAL LOTS /N THE AREA TO 92 fROM R-J REZ /10-81,• APPRO;0 R£ZON/NC fOR A PORTION Of LOT 55B-A-6 fROM R-3 (RP) TO 92 R£Z ,O2J 86,• APPRtIgD REZONING Of THE 82 PORTION Of LOT 558-A-6 BACK TO R-3 (RP) CUP IIJ 86,• IN117AL APPROYAL fOR AN ADUL T CARE FACILITY ON LOT 559-A-6 CUP .404-88,• APPROY£D REY/SED CUP TO ALLOW fOR THE PRIMARY BUILDING EXPANSION ON LOT 55B-A-6 CUP pVJ--93, APPROVED REY/SED CUP TO ALLOW fOR THE CONY£RS/ON Of EXIST/NO 1-160f TO A NURSING HOME ON LOT 558--A-14 SP ,ASP 10 0, AND SP 04--96,• PREY/DUSL Y APPROY£D S/T£ PLANS 40 0 40 Scale 1'r = 40 f t IF 0-, .� in C = a®n Z CL Z Q ..J 0 m .Q J pW X N t s� („7 tJ- CL Z CL Q 0 LL- W_� C.7 LLJ U W _ ,v ��W Lai Uj W W ME W V� O =00 .. ® Z= ® W o J j U (L 0 O (V (moon NM E to V I to I c 0 c L o>��41 v " c 0 0 c °' CLm a 0 E .0 rL 0 •UI •D 3 C V) i°' 1° w 0 O 14) yzx 0,P FN 11YORFfU`,,,/PAM 1p, No. 18260 .p Z1t4(102 } ONAL G SURVEY: C.I.: PAINTER-LEWIS 1 SURVEY DIVISION DRAWN BY: JOB NO.: 120 TGP 9811012 SCALE: DATE: 1"=40.0' 10/09/01 SHEET: 3 /9 �36'04"k_ 147.10' P -, Q 7 9. 4 2, N 00 jj:� ro C; 0 672" TF-71-5-00 N 0 N .0 ZZ. ELOCATED HOUS FUTURE 1-1 2 STORY, HGHT.= 5.0 RELOCATED HOUS A EA 1476 Sq. t,C3 - F.F =681.00 I STORY, Up AREA - 1 Sq. Ft. SE: ASSISTED L 6 7 3. 4 2, r3.1 V., F.F.=682.00 LIVING Ex. Shed B.F.=673.00' Remo USE: ASSISTED E RESIDENC Q: 0 1 LIVING 0 > RESIDENCE ell C Ex. Son. Sewer Pumping { ��.F.r . r,. r-�� , r D' > f I ar Station Ex. SW29"10"W 67.87' 1 L _j Freezer RRI to Ex. Metal LAJ as Building n 0 (n o (To Remoinj Existing Parking . V) . 0 r Facility Z C) Ui V) 0 I I Ra"; ( r6_1 ii O c0 Q: 0 -26.12 > 0 + (r rL C: CL INSTALL EX. NURSING HOME FACILITY WING i,FH PIPING I STORY HGHT.=16. UNDER STORM F.F.=.680.1 1' il E PROP TO EX. C - 6 AREA = 4409.2 Sq. Ft. I j 1 8- PtUG CG-j 71, USE: Nursing Home f " 7; FF=680.15' CG' - UG C' 8C T.B. 3.21 R PROP. C.O. 6'x8' CONC. LANDSCAPING BE! _STOOP By Owners) 8"x8"x6" TEE 1-FH ASSY.- 1-T.B. PVC t 4, " Ix 8' CONC. WALK 5'-8�X'6' CCN PIPE Z 7" 5Tgp, STOOP11 rl a: 1 <0 I Pro es .7 .0 6.1 ' Z 5.00 0 W 1tj 0 (D P (3 -1� Z C -,4 Z Z CL 3: 0. 1 I Q (P6 0 OM 00 Z 16 71' 8.38 5 Z (DUO TI)II 0 L C� E 0.08, Q _j FRONT. Z O {PORCH rc,>p LLJ r 61"- o9.s � L12. 8 6! Z 10 0 O Q_ O ,41 - METER BOX ASSY. W/ 3/4" IMETER S85*47*10"E T 100.00' 1032'R PRQP. 20' WATER ESMT. 2 TEE8� Box A V & A=673,6 T. 5R PROP. .5 �6'ITTYP7) -PARKING 0 .P ITOP= 78.40 (Raise Top, As Needed) inv. AREA cv 3: 115"0 ln=673.80 Ui o A.3 A-a7o In Out=673.69 Z� Z 20 R/ I 6' 00 0 4 C� NC. STEPS (12 7REA1J. RISER W 0 CG- 6 ry TER ESMT. 5 1 (TYP.). 51 34 07! 4' CONC. WALK 00 0) CNI I Il! !� Fri N ,•` C*q 0 Uj I �1 �_ e Z W CL C'j Inv.=666.55' Oil Z 1. La C3 Inv.= 666.51 j Xf l 0 I I W, woi)- NOTE: ALL SIGNS ARE REQUIRED TO OBTAIN Inv.=6 a A SIGN PERMIT PRIOR TO INSTALLATION. , i I` k lnv.=665.61' PROP. 6' WOOD FENCE IPF 18 g�6- fot, 77 -7, I S f / ' LLJ LL TO-O'rR- 1 0 If . I !� I J 5'R _. o I III I 5 CG 913 15' P-HOP. SIGN 712'--:9�x I (j-- kREA=80 S 00, 00, A Jil: I CONC. :2 1 IT) ------ --44-23' 0 11 V) NTRANCE ot 0 -t-7 11 :3 5,7 8-UO� 6-3 5'R Z :1 E Woo 2 Z >_ X. d 1 ..67 z'_Fen_c'-e` __ Fnll� II L', I I 0 CD 6 .Orr ✓ LO :D r LS, 7' 2.00' cr 0,001 LL_ NOTE: 1 13- THE EX. WOOD FENCE 40 Uj ZO 11 LZL;j Z Z PROP. C.O. '�"--4' CONC. WALK b '\-PROP. DUMPSTER PANELS SHALL BE ZI C: ',4 Ld 0�j< 0 11 S I Lj :D _j FENCE (SEE DETAIL) REMOVED FOR TH 77 3: 1 :� M._� UJI E (n Of - - F77,-, GRADING OPERATION Z PROP. DUMPSTER AND REPLACED. 0 < �A AREA 5'R Z U) Z C CL 0 0 EL 3cn 0 1N X RELOCATED WOOD _1-U .� Z Z <0 0 FENCE 0 IN _j rEXI YTING <� LUU STOT f __ . ..... HHOUSE 0 co >, I STO Y. HGHT. 25. OM 0 =25. cz Z --- ARE 1735 Sq. PROP. CONC. APPROACH PAD 0 FIF.=671.27 CD UIE: ASSISTED Ex. S* 38' x. Wood IV Siamese Uj ence CID LING Connection Z & Z ce EXISTING HOUSE ESIDENCE 0 1 STORY, HGHT.=25.0' r 0 Fl- AREA = 2162 Sq. Ft. -C M E_ a 151 , , . g X 3: 8,38 i1wt4. XIo_1 6.12 > 00 1 Z! '. F.F.=676.44' UJI C4 0 6 'I:e 50 , P:i. 70 0 -1-25,58*-----4-20- USE: ASSISTED 04 Z '00 (TYP.' LIVING V J% Ex Gar ge I ` .0 . ... .... a- RESIDENCE 0 F.F.=674 11' PRbP-, CA:2 Of C141 CL PROP. DI-38, L=6' CONC, WALK NOTE: 6' 8 1 ii 04 689 SF TOP=678.53 6"x6"x6" TEE ALL SIDEWALKS ARE AT GRADE._- Uj 4 OR TO PROVIDE HANDICAP 1 -FH ASSY. 15*0 Inv, ln=674.60 Oil 15"0 Inv. Out=674.53 0.2683 AC. 6 (RELOCATED) PROP. 41C9;R!B3ft- LAT. Ex. Djeck o 1 -T.B. 0 2.08% Slope (To Frmai .14*-6"0 PVC PIPE PROP. 31.67*-15"0 RCP Cl. 114 0 0.63% Slope, -_4 NOTE: 5- BEND In r 5'R IYP.), i 5'R �-1 3.9 NO TRAFFIC SHALL BE PERMITTED TO BACK ONTO ROUTE 7. ALL 4u P PROP. 301.8l'-8"0 < SDR 21 WATERLINE "A" TURNING MOVEMENT 1 & T. 8111 90* Bend 1911 PROP .0. I I.'-, acd SHALL BE PERFORMED1 "INCREASER I IPAVE I 1-8- " INCR ON -SITE IN THE PAVED PRO . 0 AT R C, V. & BOX AISLE. !PS 1.00- -i-n & EX. STONE WALL PROP. 6" CONC. $3 5- BE PAD FOR THETRUCK 000 I -T.B/ ! PROP. 15" ES--1 15"0 Inv. ln=665.35 LIMITS OF PAVEMENT OVERLAY PROP. 38.00'- 15"0 RCP C Ill 0 0,36% Slope 6" TAP BY F.C.S.A. Z Z 1-6"x8" INCREASER < I -T,B, 'fnr.-=66791' r1Cl. PROP. DI- 1 T o Uj 5P=1167.80 1 . 0 Inv. ln=665.20 Uj ILL i 5"0 Inv. Out=665.15 I LOWER WATER MAIN AS I NEEDED TO INSTALL STORM Uj 1 PROP. 46.77'-15"0 RCP Cl. III 0 0.32% Slope 1 0 ROP. 34.00'- 15"0 RCP Cl. Ill 0 0.50% slope fnv.=664.76' 7'y' ROP. 15"o ES- 1 n Inv. Out=664.80 PROP. 56.00'-15"0 RCP Cl. Ill 0 1.00% Slope OPROP. DI-1 Top=667.50 1 5. 0 Inv, ln-665,00 15"0 Inv. ln=665.00 15"0 Inv. Out=664.97 I/ A LIMITS OF PAVEMENT OVERLAY @PROP. 115"0 ES-1 Inv. Out=665.56 EX. SMI-1 ln=662.64' TURNING MOVEMENTIPS 'ij PROP _i07 PROP. DI- 1 S771 1:11 - AT TOP=677.30 F 14.19 15 0 Inv. OLt= 74.80 Ex. Sign Ld 1-j F Ex. Meter Pitx. CG-6 Ex. Lig Remain) J.'i 14) hts J < Ex. F.H. Assy.[,V2�_?." C1 ff To Remain ----- - - 77, NOTE: A^11JWI_.!�_ A NEW COMMERCIAL ENTRANCE ............... , - - -I - .FF�-_ 19.6 SHALL BE REQUIRED FOR ANY FUTURE sr, *W 7 DEVELOPMENT IN THIS AREA. 09 S70,32" '1 25.,950 S8(r -4-F-SA7. .J -1 -P-� -0 r PIKE 661.71 CONI"JECTION, Inv= OU -TA vA% 7 -H R O-W (-TAP 13y F.C.S.A )S TE R LE VADJ 20 0 20 60 F-7 EY, ��f H SP$ED LIMI-T w 45 MPH ol) =Hs r, ?W7S-T A hM MW ,SIG 'D AAL"DS 0 () FEET SIGH-T SEWER OEM MENEEME01 Z��W 2AY IMPROVE ENTS NOTE* to 4" N(C+d j SM- 12.5A BITUMINOUS CONCdJr OVERLAY TO THE EXISTING PAVED SURFACE AND WIDENING TO ACHIEVE THE Z FINAL GRADES, AS SHOWN, AND § TO ENSURE POSITIVE DRAINAGE. < (CROSS -SLOPES SHALL BE 1/4".-l-'O") Cr 0 cc q cc LA_ L.16J CQ CD Cr- L,J LAJ _j _j Lj Cr __j 5 �_p (n 61 M 0:: LLJ LLJ L16i ILL. M V) LA_ 5 =03 44- LAJ 0- 6 LLI 'j _j j 0 Scale 1' = 20 f t A1,,ITH 0P,_ 'L' "TWTHY No. 18260 L -;ib N�L'1*10NAI, 5UHVIly* C. L: PAINTER-LEWIS SURVEY DIVISION DRAM BY: JOB NO.: TGP 9811012 SCALE: DATE: 1 -20.0' 10/09/01 SHEET: 4/9 S8636'04"E 147. 0OD ' c 15' `` C1 I in p11 7 ,:iC) : °rl �" to 7`i S 1:74,2 ti, l.- t7•.tt, t,, ','I:2 (jJ,•.,'i4'i :-..- ELOCATED OUS F T •R'72.8 { 11 �' `..., 7r,1, I-1 2'ASTORY, HG T.- 5.0^ RELOCATED'U, E I N r 4 k .,.. E 1476 Sq. o r\ STORY, GHT O 2S r F.F.-581.00 AREA = 1735 `'Sq. 1_1 l ( cal SE: ASSISTED F 72 5 `' Ex. Shed j , � LIVING - I B.F.=673.OQ (To Remain) j `� ' ` .p�.:� RESIDENCE �M.� SE: ASSIST D �n f „ .�,1 ' s� \ 5 ` LIVING { eso.5 R IDENCE I �� l 15' B.R.L __.. _..._.._ ...� J� I a' _.. 81.5 �. I Ex. Son. Sewerca I,. ' , Pumping o Station g \ { , t `t M ,- _"."�. h7'4"5,7 \ .� 7ti= � E�7�':,t�',�' 0 E; 7 \ 1 .. ... •.r,-_...- -- •-'• �� Ex. ark` .f tx ,: 'nr:C:..•=-,•acres-.. •C.fn,4rs":--^w'atVxit emzl----x:n�Fs7 $`ar.sa av-.v.a-v9araxw-'xs -axe3 1 ' S8$'29 10"W 67.87 Freezer.17 I rJ' ��:! I 1 i I I i 'ter';.<�' J� ,' t ,� r i 1 '- j-� {�� n j ,C.0.1:+]" {: P; �» _ i 'i I I {,7?a.d1`.� ' . ` .: .�'.'._ ' ..._ I._ 4 i �`"`� v •1 ( I 'I"' i /�I y. �. r ' (n I T� rj7 jt, , .1 I Ex. Metal r:; v N r} Building LL,I Q t To Remain -, ; �', C t N r W I 4 ( Existing Parking Out =6, 2,86' I { . "nYt'� , o c? w Q �w `I ` Facility ... �, { Z 0 U� r' Z I r c ..J � � r Jul�� o�!,� D r v II' I o N 666 55 ---- �,. r� Inv r 7 y1 679,57 I I 6 �I c 1 1 �I� •4 ter, I� M a �_� _ 11,1'hn i Inv.=666.51' ' ! E ,, � .1 w. rr 1 `w I I I I INSTALL t t SF I a r y EX. NURSING HOME FACILIT`( WING :,FH PIPING m - t - -i tj ` tI STORY, HGHT.=16.0 ! UNDER STORM ^ 11 . �/ A�L SIGNS ARE REQUIRED TO OBTAIN a liI AREA = 4409.2 Sq. Ft. I �"�� i ti Inv.=6 I I i Er PRO G{ !� ` r •'" A SIGN PERMIT PRIOR TO INSTALLATION. rr, F.F =.680.11 > '� ,`"�- fi r USE: Nursing Home -,f ='�. { r rt'.`` I��i T01 E� C 6 t y iti, k.,,c, w ' 1'`{ ' 'CG-6r, i " 1"-METER._8 X _ FF= 680.15 f; I I uc AssY: 'w _.3 4......w _ �. _ ._ w •- 667.6 1 -, �''• {& B1 /. /-4L�Y I 1 I ` SF METER 6j?1� 67 `~4 �� . Inv.=665.61' ,. N 66, OD {{ r•,`,7 j It G, _ ' f� _I, } I ROADWI,Y IMP,�20 ENTS NOTE: o PROP. i'. i LIE , L' 47 �, _ OP.Vs 61'f tP a µ �' a FB.R. . , 669.7 f._ - ti 1 ADD A 2 to 4 (+/ SM-12.5A ' �'� I I SS5 10"E'', PR b'�`�D FENC 6 1 f ' FF7 �1 BITUMINOUS CONCR�ET OVERLAY 6'x8' CONC. LANDSCAPING BED I t7793"" l �,- 100. ', ww r'' 1. STOOP By Owners) �{ 8"x8"x6" TEE 0 IPF w��__ ,°� ,� rr, s �� j PROP, 15" ES-1 TO THE EXISTING PAVED SURFACE . x� yF#-FIASSY. r�''` 15"s� Inv. In=665.35 I 7 AND WIDENING TO ACHIEVE THE { { SF { FINAL GRADES, AS 'SHOWN, AND fi i�1 cal ,_ F -1--T 78.7 Q `` (I� i �"'" �z }--' , f • � i TO ENSURE POSITIVE DRAINAGE. '"�6 PVC ��) i I ti9"- i r I LIMITS OF PAVEMENT (CROSS -SLOPES SHALL BE 1/4":1- 0") m to 8' CONC. WALK 5'-8 z6' GON WIPE F' 1 6 { { OVERLAY .. 67� ✓ { 7 5 I -I { I TO Ps 1 1 f �I.9g 67,J,�1 PROP. 38.00'-15.0 RCP c� 7" ;TAP.,_ 9.4 STOOP r r OP 1 7r Z „ 1.1 fe c:i r 11 "� 80.0 7 V. /' f t C III C� 0.36% Slope 3 ; { I t' j 21 ' LIE i. 5• I r.; l: , F , 0 p EROSION & SEDIMENT CONTROL KEY I O_ A FF fs' " v + 1 rap. Siamese'' r} p 79 79"x$"x "TEE II �� 72. 70.�b 6 TAP BY F.C.S.A. to b c -6,7' P � .�" { -8 O G.V. &.' X + I �' `M1 r' ` { ' 1-6"x8" INCREASER ( ` t =673.6 h 2 i 74.8 i yi �Connection 4 I i t, .,, t �' p,`' ;; ;�;5 i { 1-T.B. .1 r' Cay, J d r.` X h7ti,1 k, ,,ro ff s -T.B. til _ ( c't.rYFS�� r 1XC PXiGN rA f;`1 i 1 I Q W_ C)79,15 Q r, ,c; N.. 0 ( I I - C, ,t__ �- ! 4 E,74,a� i r AREA SF n.r f 1 �a7 E c"? �,:r/41 0 I 1 O ay f '>J:�..,a, U,J> 3 PARKINGi ' ' �• Ir' I �r �, ' ` !I I I^-6,a! Z C I Z -1 AREA 71. - C sa• F' I I r r •' I 1 na�1 5 O Q O r O I 1P ITOP=67 (Raise Top, s ) I N {' / r` 1 8. a se o A_ eeded v v v �� {��) �' 1510 Inv. i = 3.80 v �l,_PROP. DI-1 " 0 Inv, 0 t=6 3.69 6 1t ';�' Top=667.80 00 u' o %' ' ",, � �, f ., .F., f ` > , ,. , `'P'`'15"� Inv. In=665.20 Zf1: -a �I ht� /r g 4 �! I. �' Cc_„v, I , , `� 1 u rlrs '%7fa.1 C, F;. lam I i 75. 6 jp r f'J' if !� 1 15"0 Inv. Out=665.15 ?- t[7 i o- v �;}�a'� 1 �0 !� � �- 79.. t3` u � •t ! I { P•�iy.5 '.:�.r��,{.� a r'�r ''� � ,1 f �'`` ✓` ( � � I 5 -; hi I I 4' C N S EPS 1.`-.J I jl i 73. ''.Cr I F ' LOWER WATER MAIN AS Q�I + 0.1 ZO w 9.7`,s' cv o, (12" T & y, r NEEDED 0 L STORM .- a o r �_ f !a ' `f 6� n 6 . R SERi ` 4' CONC AhK 1 70. `�{ cj fCi r f T INSTAL T SEWER 8 FRONT. 9.5 ® o I C -6 ti .' ! i1 r Z _� o I !' {��! PORCH '7 O 75.8 i 1.7 1.1 I r -. JO,r>t3 7 . � G� r,, •r .PROP. 46.77 -15"0 RCP t oo i� ; 00 �E,E, irf F;n Cl. III 0.32% Slope w Cr E 0.0 1-7; 4. G( 7 I in i CONC f' 1 f,' ,7 I i:` [4, !�. 3.02 TEMPORARY STONE °o°oo°oo°oo°oo°oo°000°ooboo CONSTRUCTION CE oQ00000000000000000 ENTRANCE° 3.05 SILT FENCE SF X X-X•-•--X 3.07 STORM DRAIN (P INLET PROTECTION 3.18 OUTLET OP o°0000°o°0000°oo PROTECTION 3.30 TOPSOILING TO TO 3.32 PERMANENT SEEDING O Ps 3.35 MULCHING M() MU (04 Z> it Z 8 1 0 11 -= I r a in 0 7 TRANCE f :t ;7 J� { E ;) - I :r j Cs - tY W F- : 77,7 rw ,, x I ``? ® L_.__ r 7 x d 7 ", 7 e �, a I , ROP. 34.00' 15"0 RCP rr�r ce 1.3 , - Cl. III 0 0.50% Slope �O II LL�;j C7C��t 0-C 75t8 0 X i TO PS MU !�7 n ' ~ <{ Z_ =N N I ..a70." 69, r( Z� in t /� x- -x x. '. • i6 ! 6�8. I 1 i lnv.=664.76' WI k:i7�J.fir 11 9 a` ,., .� O U SF x- h wE w rQ M,. } , �>:0 Z PROP. C'O. 7 80.0 i 0 0 tt. 7 4' CONC. WALK NOTE: I S O i h7 60 Z O II u ti i r` ;;r , f 1 "' i t 3 i a { THE EX. YIYOOD FENCE E r; 1,' S h71,1 IP I }s . �ry "" 1 '`""'� .J_ I - ... N t- I • t,;, 1 { PANELS SHALL BE i �n" ROP. 15 0 ES-1 J r�I Z C Y W C](fl V) 1 PROP. DUMPSTEf I REMOVED FOR THE t 1 67or r'' I Fug n� w trav-_..O.ut=664.80 r FENCE (SEE DETAIL) { r7; r.7 [r r , �' I f 5.5. I GRADING OPERATION I i , cn , r r i%row f ( PROP. DUMPSTER AN R �° r ' ,,. _s O Q , D EPLACED. o 70.6 I y ;� PROP. 56.00 -15"0 RCP 680 (!> >. Z c a l�...':' _ i j f ,l'r,'' AREA { ° i (7 `.b 1 Cl.III 0 1.00% Slope K_ 0 0 '3 O j N RELOCATED WOOD I 3 w f ° a, Z Z �'Q f' r /' I I c,? Z n� 'd FENCE.._, '' �' II PROP. DI-1 g O r ` wn.._ N j w C.I --� EXI TI G HOUSE , ,1,1 r Top=667.50 v m t ,f` .1 i �, l 0 r, o 7 I STO Y, HGHT•=25. r _,I Ir I 15"�b Inv. In=665.00 ') Q TO M aD , f. f ,• 1 I I tz AREA 35 f �' " U ` 'r .rr,J; t y I .i-Z 7 Sq. F �t' r`r �� 15 v� inv. In=665.00 =�1 I !�i'� ,Fryn :`t �� .� ,i' r,r: f,rj PROP. CONC. FIF. �671. � - ( ; . ,.¢" 27 r• , 15"0 Inv. Out=664.97 ;`+w+ ? )r',! , k APPROACH PAD l Imo)) w '` f` �' �" ^ �F .I 671•, •iy2 ,? U �'3' i• �.� 4 J,' �I :/ �O j cv IE: JA5SISTED i X ,Wood 1 ! I , , Ex. Siamese � w e V G r' K Connection _: ! f,• 677.2 k -.J M C7 _�.. a it ,' 7 .tat? e I f E IDEN E � ; �s PAVEMENT z d EXISTI G OU5E nr1 � / f' r� { LIMITS OF �'� k7 r. ,,._[:, r O w ;,: f I STORY, HGHT.=25.0' 1 1 .670, 5 e a. I j I ' fl,/f OVERLAY 1m Q r'. t' ,r r t77.59..r v 3 ,a AREA = 2162 Sq. Ft. Ld ! F71�. p x �+', �. `w /¢'fir F.F.=676.44 ° I lw 670.,�4Vs h '7;? 6ECI„rN , -1, ` f rtl o A. • r. USE: ASSISTED i ri •G � i / f J ' O I cv ', I ' , + f I®PROP. 15"0 ES-1 I IN ` Q °' r, _ _ Inv. i U :r a a m �- oo ''' •'r LIVING Ex Gar g I 3 i o �' '', f i 1� j Out=665.56 �.+ I? P, g'7' f F~ +o f RESIDENCE F.F.=674 1 1' �. 0 1 3 + u 1. ` IP '� I 'dow ar. II 9.5+ NOTE: i, a ,r P. DI-3g L=6' , `vl ! N 11,689 �8 6»CON CONC. WALK ALL SIDEWALKS A AT GRADE__ _.., r` f' TOP=678.53- w r.70. ml SF } I w I I I '' ' 0 Inv. 6 .6 0 t ( TO PROVIDE HA ICAP icS ; 2 R ci 6 y I rr' 1 FH ASSY. C RBI 15"0 Inv. Out=674 53 �' I '`�� AC C% or } (RELOCATED) PROP 4 `C �. LAT. - - - i,1;3. II _-✓ ,w Ex. ck 1-T.B. 0 2.08% Slope w - 1P �!.F. ' Tr:t,��-_6 14-60 PV PIP !'__r(Tomoi �'`rEPROP. 31.67'-15"0 R P r /` r .R.' ,..- { J 6C;. a+.i f. rn I Cl.HI 0 0.63% Slope ` f� ;� f ir.5:' { -Y^" 5,�,.,. --- I i;' �� BRr 3' ,>� �,f'°3,t� I I 9,tS r ( f ! '? I (NOTE: 9 { J GaS. f: : a; ..,rz: i I f-� B _.,, I INO TRAFFIC SHALL BE 616 78.9 i}f v - I jPERMITTED TO BACKi { r'I I �, + i 8 3 / �` PROP. 301.81'-8"0 ONTO ROUTE 7. ALIT' { �`r ) { I. I �" SDR 21 WATERLINE "A".., ITURNING MOVEMENTS I I J I r9lIP 7 r / , i. RGr PR f' 7 ISHALL BE PERFOROED r J _, 1-8" INCR R' ' i !, i,' >� r I� r_ , ti?.< ON -SITE IN THE PAVE �� fi �} '�� _ ../ 66,49 TA AISLE. IPS� M fi 6 _t f n + G / �1.",.✓ TO PS' � (1, r' ,r � r r' < el l!.li:)`'/ ! 669, I 4k t l 61'k,e •,; ..,A j, x EX. STpt� WAIL -' '11 1! F:X. SMH ,...- '''' .x M. j, 5' _ �!• T ! err TQ PS MU PRO 6" CONC.1� 3 Y c 7 P _, • t 1TRUCK.-I.- -T. _ ,. 45 f ' BENJ�'O L....-_.__.. x TU OVEMhENT PAD FOR THE w'4 O.Z w• `� ( `` r-;� 6>1' i ,5Wy B SF RNING M !�-,y !PS SF �-..I _ w _. , �., �' R©P. DI-•'( � •�" S72"11'11 ? ;� ;��.� t _ s�--...-•r'r' � _, �, 1 T'OP=677'30 - 'f 14.19' M . ;J _ �'`� 15 0 Inv. 0 = 7� ' ✓-" "z -'i��r �„ �r ..�- �o f r Ex. Meter Pit I i { Ex. Sign �, <t x- _�Y� /f n.4 __ _ G I-.. .,....,,, 1o j ►. e 1 :,�M` �- f i,.?;,'i ...,_.., e .. lN..:_,,1, X • In _ ... ..+�� +?iJ. J +7 . , - `�,ght G.". To Fs Mu _- x +�" r' ., t.p Rema > ._ 70.5 . 069 T f, "".•� [t ! , Ex. F.H. Assy.J. we+• :!te a _ sW'- ✓ y ' if 71 ` To Re C E, _... �`_ 1 r, main)•-,�c�„ T �J,�i�.•� �. � "�, N ry ....--r`'• i,!C '`t''-..aL''`. Vi d�--„e••- i' h19 ,. a,a '"` �•..� NOTE:. ,5, ,6 :..,,�.-..•. A NEW COMMERCIAL ENTRANCE 671-�-4"� !, r�r" SHALL BE REQUIRED FOR ANY Fl7TURE 670 '� } ____ I .. _---- ,5 ,'.) ;, �' ,..f.� I M yV ' �,. ;w- -i , - ., ,._ ;f' ,7,C DEVELOPMENT IN THIS AREA..,..►•- ` g86'09 12 57.9R.6':..�s, , Tad, 67 Vim_ Y 1r q,, ; 1 _.._ _... _ ..-•- , I _ w _ . �..... -ROr A • > 1 ` PIKE T 6� ._. _...__.. _- ,.. ., p __. �, _,,,,_ � <lr CO N N E 4 Inv - 6 , .7��',,,,, �� L.Ir � 6 w-- �- 20 0 20 60 61 71 E 12- w J� .J-� _,..�.. _ (T > F.C.S.A.) S'TA'TE;ROULE WyDTH R-O- H k:f r � -."" 68. 8 �' n iy 45 ....r• ."^..r �+'..... f"" r Top I^{{itl, -15t i' �Fi �1 �'*,_- m �T �.."..r .• - ,' Out '' r6i),8 _ ._. -.�- , Scale 1 20 f t O III 111�i`d IbZI � 0 CMon 0 (� U �ZZ LLj vi FW- w t� 0 in 46 p ZO Ir Z_ CL V) 3 Q a a W .J U Q Q Z LA_ WE2M CL U w - OC U_ -j W C= �► QLLJ W s[WQL_ W m 0000 .i a,,, W Z Z w J C) � O p J V O a.- O O AN na N K) E IUD -� tj N � O (N I 6 C\I 0 C 41 n rno 0 3 C 0 a a� ai � •o L C = Q CO v ° .. U Q N a U in° V 0 UM s' 0 Ld W I; Z U) Z� i { Ili jl illj tj�• 10Z ��•1,'TH Ojr Y j PAMM > No. 18260 -oho �s'SIONAL SURVEY: PAINTER -LENS 1' SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: 1"=20,0' 10/09/01 SHEET: 5 /g 1 67842' l .-........ -� Otitmh?2.1 t w w _... _�_ _. ._� _. .___. .w 15' B.R.L. I ralJ +� Ex. 11 Iy15 B.R.L. -----" � 1 Ex, rnn. Sew,>r i m Pumping O Stotio' n U') T ,, trw M-y r _r, I 1»x. � ttNxasaa2t_._maw;aana;-....mnnw�e�•.... Buildinq (To Rcrnoin, trs� . I 5: I' Eii.1 P,LJRSSNG HOME FACILITY WING I 1 STORY, HGHT.-=15,0 I_1SE: 1�j sinsi II,,;rYr 0 Existing Parking h ocility 1 x8' CONC. • 6C L(IND:� GAPING EEC) ., C I r-rn,•�r, f Kv�r f"3,.�r w•r KaYC� -- - -- - -CID EX. VEGETATION TO BE PRESERVED I G'+ t T"d -- _ _ I ' J 1 0 I lne�,w6fi6.51' ! EX. VEGETATION TO BE PRESERVED--\ I� I Itf� C14 �- 0 W � r LLJ t�j Z W � % -� a. 0 't I PLANT LIST .a0iZ� Zi YJ Lu KEY QTY, BOTANICAL. NAME COMMON NAME SIZE SPACING AS 8 Acer soccharum Sugar Maple 21 /2' Col. 1G 27 x_crentQ_�Hjj1eri' Heller Japanese Holly 3' ht. 4' o.c. JV 32 Juniperus virginiono 'Hilli' Hill Eastern Redcedar 4htM `41 o.c: PM 12 Pinus mugo 'Mops' Mops Mugo Pine 2' ht. 3' o.c. PF 12 Potentillo fruticosa Bush Cinquefoil 2' ht. 3' o.c. TM 23 Toxus x media 'Kelseyi' Kelsey Anglojop Yew 4' ht. 4o.c. VP 25 Viburnum prunifolium Blockhow Viburnum 4' ht. 4' o.c. ZS 51 Zelkova serroto Joponese Zelkova 21/2' Col. Plants shown on plan are to scale at the approximate width at maturity. I !©PROF', 15" ES--1 I 15'uo Inv, In=665.35 II f; j 1 1 PROP, 38.00'-- 15"0 RCP OI, III @ Slope TAP' B'Y F.C.S.A. '1...6'xR" INCREASER 1--*.8. Top=667.91 ' Inw66151' ovt=663.50' PROP, DI-- 1 Tap=667,80 15" 0 Inv. In= 665.20 '15"0 Inv, 110 =665.1'5 LOWER WATER MAIN AS NEEDED TO INSTALL STORM SEWER PROF. 46.77'--15"o RCP CI. Ill - 0,32% Slope 'PROP, 34.00'--• 1 5„,,1 RCS' CI, M 10 0.50% Slope PRX(N� ES PROP, 56.00'---15"0 RCP Cl. Ill 0 1.00% Slope I ®PROP. 01-1 Ili , Top- 667.50 I 1 5.0 Inv. In=R55.0t� 15"0 Inv, In=665.00 ti I 1 5"0 Inv_ 4Out= 664.97 LANDSCAPE NOTES 1. Frederick County Landscaping Tabulation: Zoning: RP Total Site Area: 4.96 acres (nor 216.096.11sf) Landscape Area Required: 307. x 4.96 acres = 1.49 acres (or 64,817.28sf) Total Impervious Area proposed: 67,352.47sf Gravel Area: 1446.75sf Greenspoce area provided: 3.38 Ac.= 147.232.80sf= 68% Parking Lot Landscaping Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter parking perimeter = 717' feet shade trees provided = 717/40= 17.9 trees Existing perimeter trees to be preserved= 8 Perimeter trees proposed= 10 Total perimeter Trees= 18 A 3' high evergreen hedge will be installed to prevent headlights from shining onto the public rights -of -way. Interior Landscaping Required: 1 shade tree per 10 parking spaces total parking spaces 51 shade trees provided 51/10 = 5.1 Existing shade trees to be preserved= 2 Shade trees proposed= 3 Total Interior Shade Trees= 5 5% of interior to be landscaped interior area = 18.297sf required interior landscape area: 18297x.05= 914.85sf interior landscape area provided = 1,122sff Screening/Buffering: provided: full landscape screen against adjacent property used for residential purposes. Including 10' landscape easement and 6' board fence. If p I II ®r-`POE,, 15"o ES-1 f !nV. taut-6> .5.5C '„�,•- „: 1 w u1 EXSMH �..._.-... ..� f I �r IUrclvlfdt., rn�,�v rnC.,v, In 3N'� r� Ulu ,. ._ ryl r =#662 64 F'€? ZO' `t♦.tkT� I4; (F�CJF', DI „ -r S7"1 1'1'i 1" 1 >wx - 10P=677,30 1 4J fa'- M 15 In�.. 0i 4,8G 7 t I r; inn (,r) Er. Mw ct . o �� '"~>•' Meter Pi f 1 j.._.I 1 {,71 Ex, Lighis L_. Ex. CGw 6 Er,. F,W./1lo Rernoin} ---------- '"' �,*>. -- -•----~` A NE'Al COMMERCIAL F N`i RP.PJ SHALL BE REOWRED FOR ANY FUTURE �.M--- _ DF FLCPdE d �J Th P 5 1. 95{ _r rr ,...,sar 's":ate r YV ~ r e.:ti ....t tip '�l,r�l. -'SEd. Lbw"(� In �661.5 PIKE fir _ U :r.t^y1 F __._._..,..... a __ . T1 �t_E ..._.... �f'i� I t�.?t+.� �YfgJ r �1�4 ._. ...-�- ....�-- I" I'' - j �4` 0f 1s�r+ ROV � r � h� ^l61 ;=�'•---C?_- I .. c'0 0 lr.SfNCt,Ci 45 T orf .-. 1566.95 `� i �Fboo I t 11/joj )'CARIn 661.00' ....� .._-r..- Scale 1" rig l4. ... r,f,'�.(31' _ _.. _......... = ^- 0 AS AS ° AS I I cu 0 i Z 0- Z C.7 ? 0 m N WZ w ® -� CL z IO Q 0 J �a H W � W Y V�jY WLAJ '_ U W -� F-- W Acc IX W W W V) m LA_ 0 0 =0003 O_ W Z OZ O � W J U 0 = a O O N 0 :L- O N to C fil-(n N j 0 N J V �+ 1 C N .N TT t0 V I = .� O O t. d d' 3 Q% O"0 \ L .^ / Y"1 C 0 o a; C:iv �°a m v 0 s 0 a N 'v 0 3 H LL W N O a� V A1,TH op U TL40Inl ER'i,, No. 18260 VISISIONAL 5UK Vt Y: C. I.: PAINTER-LEWIS 1' SURVEY DIVISION DRAWN BY: JOB NO.: 20 60 TGP 9811012 SCALE: DATE: 1"=20.0' 10/09/01 SHEET: 20 - 1 T: 6 /A •—I 1 11 L J I� I s ( I rr • 'li I 411 I I J �t ,r �- rf { RQP. -15"0 RCP- �r�t✓ UN /fit �'�.'--� ---- t'r ...-;. ��•=-'''; " � PROP. 41.21 -15 0 RCP CI. 111 0 0.36% Slope I k y PROP. 46.77'-15"0 RCP Cl. 111 0 0.32% Slope ll 34.00'-15.0 RCP Cl. Itl 0 0.50% Slope I I >sROP. 56.00'-15"0 RCP Cl. Ill 0 1.00% Slope 1 ti y i 4� I� ti •, R0P,., ,l0 "517T2 26 WAT LINE "Al { J � ,,,� 1 ,f rj,I ,�°j' ai S�''�1f1 �' � w��.- ' M"4... P��Y ,,.,,.n. 'r��' ..► BIKE �� _._...._- ..., I 50 G Scale 1" DENNY LANE = 50 ft STORM SEWER PROFILE SCALES: (H) 1" =50.0' UV 675 .�_. ..µ�..__.__. __. ...�_.�_.�. . __. �.��.. .__�._.�.�._.__.� _�__w_.._.�....__... 675 _�.._ .. PROPOSED GRADE EXISTING GRADE ln EX. 15" CMP 665 ___..__. 665 EX. 6" MAIN WA ER_ PROP. CL. 38.-001 111 0 0.36% "0 RCP w SLOPE__ _w (VE,R)-EY I`1� .. _ w. LOWEREX. �tv1A µ 660 FIELD) .WATER IN 660 PROP. 46.77'-15"0 RCP ...�_..�........ CL. III 0 0.32% SLOPE ..... ..PROP. 34.00'-15"0 RCP .�..��.._ 655 M _ _..w. _ _. _c�:in 0.50% SL -__ __..M__ 655 O *- W `t II II ~ II F— _._ _ .._ ....__._......a_ II - 0- O _ Z _ - r z. - z_.__._ _ r, - 10+00 11 +00 12+00 DENNY LANE 8" WATERLINE PROFILE "A" SCALES: (H) 1" -50.0' 685 .��...... ..M._...�.,�. .�...�. ..�.......�..�. ..�._.•. ..�....,.�.. �..�..... .�...� 685 680 EXISTING GRADE PROPOSED GRADE 680 675 .�M..� .�_ . .�..� _..._ ....w..._. 3 �...�.._... MIN _ 675 670 _ -PROP. 310. 0'-8 0 WA ERLINE- 670 EX. 4"0 SAN. PVC S_DR— 1 LINE A' _•_. 665 SEWER LATERAL _ _ _... _ _. _w_ _ _ PROP. SEWER __ 4"0 SAN.� LAiERAL_. r w w _ _ _. 665 _ -1 C4 m in r to _ 00z_m Z l t0 WOO 0 a .__�.,..,...._._..�._.._ ._...�.,.........._...._ O a LL O "— a J _._......._...._..._..__..�.. ~ ...�.... r- r- 10+00 11 +00 12+00 13+00 STORM SEWER PROFILE SCALES: (H) 1" =50.0' 675 �_.�._�__�__ ._..M,.�_.�_...._..µ. ..�.. �..,....�.�....�.__ 675 �..w.VPROPOSE EXISTING µGRADE GRADE 665'___'_'_' __.r._...__.. 665 _ .w __.__M PROP. CL. III 56.00'-15"0 ® 1.00% SLOPE RCP, TM 66-00 655 .m__.µ_...��... _._�w.�_�� ,�.. .�__.�..�..�. 655 - O - C6 10+00 11 +00 ON —SITE STORM SEWER EXTENSION SCALES: (H) 1" =50.0' 5.0 685 �.�".�.~.. .._�..�______._.. _�..__w_...�.._ w_,��.�.�.., �. _ .�.._.�....�_.�_.�.._.M 685 PROPOSEE GRADE EXISTING GRADE_ 680 TO STRUCT. 675 -. - 21C 675 EX. 15 STM. SEW. PR P. 146.35'- 5"0 RCP—,----- POP. 31.67'- 5"0 RCP___ CL. III_® 0.50% SLOPE C .. 111 ® 0.63 SLOPE 665_ 665 PROF. 4"0 SAN _ ~SEWW.. w ..._......�,._.. ._ �.._.._o�,....._..___ O ._._.�..-..__ .w._.�_._._..-t -.._._.,tom..._.. O q t�...,.___._.__.__._.___ Iq ._..__._............�.. Q 11 II oil p —�^ el O Oinin Oinin 00 10+00 11 +00 12+00 8" WATERLINE PROFILE "6" SCALES: (H) 1" =50.0' 5 0 _ 685 685 .._...._...�..___._.w � GRADE___._ 680 ___..,�____EXISTING.._ _�.. _.��..�. _. _ � � _ 680 PROPOSED GRADE 675 .�_M.�..�.�..__. _�.M _......._.�..__� �_ __..� _....._._.._W.__ M....v._.... • _ _ ...__ __ . _ . _. 675 ._.__...�....__.._. _.� .,�..._..�...�.. .�._.. 18" ._....._. PROP. 15" _.._..__......_.... 665-____�____ -STORM SE R 665 ....__......,_._..�... .__ �'PRD 195.86*-8"6 WATERLINE � ._ _....�..._.�_.._.�.._ ...�.�.._..._.. _. _.. PVC LLJ LAJ 00 00 w Z O — _— x_ L6 10+00 _ 11 +00 12+00 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RMLA -T (fop Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2"x 4" with meter cover 1 set 2• above fin. grade prior„ varies as required to sodding corporation stop 3" stone bedding 18"-21" meter by F.C.S.A. —meter box surrounding box T, angl I check valve 1" 36" min. with drain valve 4 8 an yoke ball valve U type K copper 1„ tubing, continuous without joints from main to meter 2 ft \_ water main 6" stone bedding METER SETTING PARTS line size meter size yoke angle yoke ball valve angle check valve expansion wheel 1" 5/8"x3/4" Y502 BA94-224W HHCA91-323-TV & C84-34 EC-23 1" 3/4" Y503 BA91-323W & C84-34 HHCA91-323-TV & C84-34 EC-23 1" 1" Y504 BA94-444W HHCA94-444-TV EC-4 INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be encased in 3" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 5/8"13/4" & 1" METER INSTALLATION Figure 5 =1110 00000009t Z cW o a LA, w L&J a J, C7 LA_ � 2 LLI 0- M �r.W wiiZ J W J �CL= Z de i— CL in Q L` W N W 0 y ��•JQY U W _... W LAJ � atLl �m � V) .e.._ J LA_ C> �00 0— W Z Z ® O C> W J to 0 C y d 0 O O �ON�0 0 InC,4 to� e� N V) L O CSJ V) O 3 0 > to «� 0 0 m a 0 E . --C :3 a t0 r- LL_ w 0 �z zZ I l I 0W �AL,TH O,F%�I 1 is TNM "AM > No. N60 kl 0 2�1111}�SIONAL SURVEY: C.I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: AS SHOWN 10/09/01 SHEET: 7 /9 HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL FIRE LANE SIGN STAIR DETAIL m N.T.S. N.T.S. N.T.S. N.T.S. ,1"_ DENNY LANE ��- HANDICAP SIGN ."ND „ „ CONCRETE STAIRS w 3' Min. 12 x 18 STND. EXPANSION JOINT MATERIAL #3 REBAR (Typ.) TYPICAL WIDENING DETAIL Z ® 4" CONIC. WALK ROUGHENED SURFACE ON STEPS & WALKS (Typ.) N.T.S. CURBING P MO�woen 12" x 18" STD. 6„-7„ 31 "Iz ,,. 12" x 6" STD. ►N[ oeoase000eees0000° 6"x6"xW1,4xW1.4 WWM `""` °ao 4" CONC. WALK ° SLOPE 1 4"•1'-0" ti °ae X. LANE (9'+/- 14' ARIABLE a °000000°°oo°o°0 0 0 0 0 0 0 0 0 0 "-VAPOR BARRIER 4" VDOT STONE BEDDING 3.1 St OPE r a x 4" VDOT STONE BEDDING UNDISTURBED OR COMPACTED EARTH CROSS SLOPE 1 4":1' III- LU r STND. U-CHANNEL POST UNDISTURBED OR COMPACTED EARTH HDCP SYMBOL (WHITE) • • . • • . • - • • - • - - - ±' -- STD. U-CHANNEL POST -I SOLID BLUE BACKGROUND " - - -I 1 I -I I''I''^i't' i _i r' i' , .,.'...._ .:' ......:..........'..'.'.'..'.'.'.'.'.'.'. - N NOTE: 0 1" SM-12.5A � SEE SITEPLAN FOR NUMBER OF TREADS w 3" BM-25.0 AND RISERS AND THE HEIGHT OF THE Z " 8 21-8 12 3 PROP. GROUND RISER NEEDED. g � 2"-4 1 /2" SM-12.5A c: I I I I - "A" "A" " grade trench w BIT. CONIC. OVERLAY COMPACTED SUBGRADE ti s 6' 6" minimum* w O minimum I"---� �` w Z M RESEIRVED O g EX. PRIME PROP GR UN D •}��` } machine ex av ation limit .� &SURFACESEAL AL PARKING �form board (t nU Z EX Z T N S 0 E •r•rr:•. O X w z N w o a 3 J4�: - VANl. • ACCESSIBLE - C gate valve gate valve trench bottom NOTES. & boxes & box undisturbed earth stone bedding 1. ALL CONSTRUCTION SHALL CONFORM TO ADA TEE, WYE, OR PLUG TYPICAL SECTION 0 ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. In lieu of wood forming the fitting may be wrapped with "denotes hand excavation • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & VAN polyethylene, and the concrete poured to completely surround "D" = 12" min. for 10" and smaller pipe I Q J the fitting and a ainst undisturbed soil. The bearing dimensions "D" = 18" min. for 12" thru 20"pp i e 5 TYPICAL FOR OTHERS. ACCESSIBLE against undistur ledtrench width soil shall remain as shown. see chart below for A, B, C dimensions. 0 SIGN as required ,Q W CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS "6" minimum 6" dia. schedule 40 steel Q P �. . pipe filled with concrete,3' Pipe Plugs, Wyes & 11 1/4°and 22 1/2° 45° and 90° �'•� and painted yellow Z N DENNY'S LANE Dia. Tees Bends Bends "P` PAVEMENT DETAILS STANDARD PIPE BEDDING DETAIL a A B C A B C A B C T 6" V-0" 0'-9" V-0" 0'-9" 0'-9" 0'-9" V-3" 0'-9" V-9 T N.T.S. PAVEMENT OVERLAY WATER MAIN 2' O 8" ,' 3° 0'-9" 1'-3' 0'-9" 0'-9" 0'-9" ,'-6" 0'-9" 2'-3" ` W DETAIL 10" V-6" 0'-9" V-6" 1'-C" U-9" 1'-3" i'-9" 0'-9° 2'-6" f ,, t SANITARY SEWER PIPE ,2" ,'-9" ,'-o" 2' 6" 1'-3" ,' 0" ,'-6" 2' 0" ,' 3' 0" `rr5 Z N m 2"-4 1 -1 SM 2 5A 18" dia. 2 ':,<: a r s° 2' 1'- N.T.S. 14" 0" 1' 3'-0" 1'- 0" 2'•6" 1'-0" 4'- TYPICAL TI N SE CTION 0 Nconcrete T Y 2'-3" - - - 1 C C. OVE LA 1'- 3 1' 0 9" 0 6" -1 Q o s" 2 SM A 2.5 L encasem nt 0 , 8" 2'- - 2'- 4'- e J 6" 1'-3" 3'•9" 1'-6' 1' 3" 0" 3'•0" 1'-3° 9" BIT. CONIC. 8" 8" 3 EX. PRIME ----� 0•D• 20" 2'-W V-6" 4'-0" V-9" 1'-6" 2'-0" 3'-3" V-6" 5'-0" W W SURFACE COARSE & SEAL SURFACE concrete V) V FINAL BACKFILL thrust block �+► 0 (fj 8" 21- A - _ EX. STONE _ 11 /4° THRU 90° BENDS BOLLARD DETAIL F- a. 0 CAREFULLY COMPACTED 24"-- .. galv.fl rods over fittings and Z COMPACTED SUBGRADE--- EX. SUBGRADE-;;<;;;::::<;;:::::;:;,: SELECT BACKFILL "%' <'' `''' `' embedded in concrete thrust blocks. _ , direction of setting to be approved prior to installation Q ,..;;f,•.,• FITTING SIZE ROD SIZE NO. RODS EMBEDMENT NOTE: _:::o ;:•; •' 12" & LESS 6 2 30" THE TYPICAL PAVEMENT SECTION SHALL BE O.D. `f'<>. INSTALLED IN ALL DRIVEWAY & PARKING AREAS. Concrete - STONE AGGREGATE as required concrete a t'- " I q pad 6 sq. x 6" deep %;%;;•> Fitting Volume of thrust block in cu. d. V Q 22-1/2' 45° 90° VERTICAL BENDS ''""'`±';?:: stone bedding 6" - - - 1.3 2" min. - 6" max. CONCRETE SIDEWALK DETAIL - - 1.1 2.3 r LA_ �--• t,7 N.T.S. O Q 10" - - 1.8 3.7 ' / I W N THRUST BLOCKS zOR VERTICAL 12' - 1.2 2.8 5.5 ' 4" stone W 4 UP BENDS SHALT_ BE THE SAME 14" 0.5 1.7 3.9 7.6 screw type EXP. JNT. MATERIAL or ass own on pans AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 /�" adjustable Y " TYPICAL PIPE BEDDING DETAIL 16' 1.9 3.3 5.3 - one I stone to be minimum waive box Q Slope: 1/4 :1-0" STORM SEWER PIPE _ V 20" 2.2 4.5 7.8 of 6" above top of base locator marker Ill CONCRETE THRUST BLOCKING H T� X �_ N,T•S. s It T =_= stone J WCe J � W O.D.16I s I•" s, ; 0 0 o a o 00 0 0 0 0 „ g$ + I:In t t, •. a o 0 0 0 0 0 0 0 0 0 0 o Figure 2 megalugs a e o 0 o j,o„o„o„o ,o„o„o�o o 0: LAJ CG-6 or CG-6R (Typ.) ll� .;•.._ - Q Ce Q III FINAL BACKFILL - _ st+4:« �~°.- Lill CRUSHED STONE W Ll m(3000 PSI) 4" CONIC f• 6"x6"xW1.4xW1.4 WWM - - - - concrete pad �;;:•,. mechanical joint 0 CAREFULLY COMPACTED 1'-6" sq. x 6" deep ; t f tE I I swivelnele with 0 Q - ,, s - - - _ SELECT BACKFILL TO.D. � t _ co - - a_ UJ O Z J1 O CONCRETE SIDEWALK DETAIL FIRE HYDRANT ASSEMBLY F- C) O.D.N N.T.S. CRUSHED AGGREGATE 4" stone - - w J U Figure ure 9 W I VAR. screw 03 Shown On pans adjustable valve box �;� i:�,l�•�,- 36"min. Slope: 1 /4":1- 0" I O e O, location marker p O 0 0 0 0 0 0 0 0 0 0 o -stone valve megalugged °o 000 0o0a000o000000°000 . me alu s to main CA in PARKING LOT g g I megalug � W 0 PVMT. SECTION 4" CRUSHED STONE C _ 'I°1 I' V 3000 PSI *% N C CONC DUMPSTER ENCLOSURE & ( ) 4 N N - „ „ 'N 4 4 ..:: a� 09 6 x6 xW1. xW1. WWM T tp E AI FENCED L N.T.S. (n 'C O E thrust block 18" to 24' 0 0 @ 8"x 8 x 16" solid block pq U .� O (for valves 12' and larger) O > 11') CG- 6 COMBINATION 6" C R U 2x6 TOP RAIL L c U B & G TTER m �, 0 •- v u; � a� a NOTE: CONTRACTOR TO REGRADE, SOD OR Note: this detail is also I I � E N.T.S. HYDROSEED AND STRAW MULCH ALL used for butterfly valves -C U d •V) AREAS DISTURBED AS A RESULT 1 x6 BOARD, ns 0 (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) OF THEIR WORK. I I FRONT & BACK„ D C 0 6" TOE NAIL EA. 1 x6 (n 3 H U- W -If t (2) UPRIGHT STAKES TO BE USED ON W/ 2-8d NAILS N 2.j TREES UP TO 12' HGT. LARGER TREES I ( (EA. RAIL) _ 4 O 1 1 TO BE GUYED. P7 .. "' - •'' '''''' •' i� GATE VALVE • . �.•• '�'� ." TREE WRAP MAIN TRUNK Figure 8 LO I III III sl s II , Z V) 6•» 2'-O„-----� RUBBER HOSE I I I jfI� - ct ! E 1 III I- W 2"x2" HARDWOOD GUY STAKE -I W 2 PER TREE I 8'-4x4 POST ® 8' O.C. I V 12 GAUGE GALVANIZED I IZ WIRE -DOUBLE STRAND TWISTED CONCRETE APPROACH APRON & o Lz NOTE: PLANT SPACING VARIES -(SEE PLANS)- DO NOT COVER ROOT CROWN. DUMPSTER PAD DETAIL I U PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES 3" MULCH �------- 2x6 BOTTOM. RAIL 5'-7" N.T.S. ATTACH RAILS TO POST F ALL SHRUB BEDS TO BE COMPLETELY 3" SAUCER AROUND TREE PROP. GRADE W/ 3-10d NAILS `° �AyTN Oar v OCAVATED REQUIREDFALL EXISTING SOIL DEPTH AND BACKFILLED[_(�ASPSHOWN 10'W x 10' ' �.. (EA" RAIL) �,4 ✓,�, ON PLANS) pW/ REQUIRED SOIL MIX,NMULCH TO BE 3" DEPTH Sloe: As Per Plan ^ ^ '= COMPLETELY REMOVE ALL PAIM EXISTING GRADE " ' ' : `� '�- No. 18260 STRINGS, RIBBONS. AND TAGS FROM PLANT. BLACK CORRUGATED PLASTIC PIPE '' , �'��;- fr, ��.'*�4.y%� � O 00 pOpa 00 GAO � J _ 12' DIA. POST HOLE, . � FILL W/CONC. 'AO .; f/t';•% r�f \'r•� -i r,r�: f''.�.•i'iJ% 'i�J, SOIL MIX . � 4�. �f -ylf``til K.r```,.,%; r.-� .!+`' . r �`•, '�'4', \ `\ti. tit, • 1 '_�.• ' . ',.�• • . aS ,� f/;.y ,�i.' \ tia `\'r,'�+. •� l,.Yti ? -'` ,l �.%,i f'',,r`\.r` I ONAL 6" STONE BEDDING " .;; 6 TYPE "A" CONIC. REMOVE TOP 1 3 OF ALL t SURVEY: / ,tiy `,'T✓��r �,,ti,•``^''f�;�•. ��`,'` ti r'w�%r`� ,,r' �r',�'/''`r 3000 PSI BURLAP FABRIC AROUND .:r r' "r r. %r r ' COMPACTED MOUND TO PREVENT ✓/ r '" 1 ; /' f f f` r` / { ) ROOT BALL. - ',f!r� `�'f �Yr r ��s r`�;r 6x6xW2.9xW2.9 WWF NOTES: ./ TREE FROM SETTLING s" MIN. HGT. ,r PAINTER-LEWIS (2" Min. CLEAR) ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. N/A , 1 ri UPRIGHT STAKES EXTENDED TO P ;r �'/�/'�` ' ''' 4, '' /4 f4 ; ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. SURVEY DIVISION SCARIFY ROOTS ON POT :,� �r�� ;� y�i� fr��r ,yti� y. fv'r `off%; ,\ fti\ FIRM BEARING x rff;:. / / r�r P J• %`'.f�`r'`'' r',�• 1ir,,//fir?, NOTE: FINISHED SIDE TO FACE ADJACENT PROPERTY. DRAWN BY: JOB NO.: BOUND PLANTS.:�.,,;,�,.tti�,,,.�. , r� �� : ti\�Jr fr `fa THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR REMOVE TOP 1/3 OF ALL BURLAP do ,��IF CONSTRUCT (2) 4 GATES SIMILAR. PROVIDE GATE LATCH. TGP 9811012 ROPE FROM ROOT BALL. MIN THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND SCALE: DATE: COMPACT SOIL TO 85x AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED TREE PLANTING ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER AS SHOWN 10/09/01 PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL SHEET: SECTION SECTION POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. 8/9 STONE CONSTRUCTION ENTRANCE' 70' MIN. - EXISTING PAVEMENT n 3• FILTER CLOTH E', MIN A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. D WASHRACK 10' MIN. <OPTIONAU 10, MIN. i2' MIN." h--' EXISTING PAVEMENT V DOT p] I POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT I TRAPPING DEVICE • MUST EXTEND FULL WIO7H OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 3• MIN. IT77I1 nlDm rn - .3' MIN. FILTER CLOTH RLINHUkLLU LUNLNLIL L.mri JYHJ.E SECTION B-B GRAVEL CURB INLET SEDIMENT FIL TER �j GRAVEL FILTER -12'- RUNOFF WATER WIRE MESH FILTERED WATER 0 I•_ ..,.y,,. ,, as e P -- -li 11=1�L1_I= I =1 -0_ mI I I� SEDIMENT II �I)II I-N�� _ O t sz 9 CONCRETE" CUTTER CURB INLET SPECIFIC APPLICATION THIS METHOD Oh INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE: TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT y3, #357 OR 5 COARSE AGGREGATE. PIPE OUTLET CONDITIONS A A, `-- PIPE OUTLET TO FLAT _ AREA WITH NO DEFINED PLAN VIEW CHANNEL. L g 0 %�- d� - SECTION A --A FILTER CLOTH KEY IN 6'-9`, RECOMMENDED FOR ENTIRE PERIMETER A do A 3do (MIN.) -, , PIPE OUTLET TO WELL PLAN VIEW DEFINED CHANNEL L a I _ - 0 % --• - d SECTION A -A r_- FILTER CLOTH KEY 1N 8'-0': RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1, APRON LINING MAY BE RIPRAP. GROUTED RIPRAP. CABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THIS RIPRAP APRON AS CALCULATED USING PLATES 3.16-3 AND 3.18-4. 3. d = L5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. CONSTRUCTION OF A SILT FENCE (WITH WIRE' SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FE14CING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 1 � _ FLOW I IIIB 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE. 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH(. EXCAVATED SOIL. RUNOFF WATER WITH SEDIMENT / L, r'Lvw / EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTIIEI RL FABRIC WIR �ll1LU9= GRAVEL AND WIRE MESH DROP INLET SEDIMENT FIL TER 18" MIN. -aI j - GRAVEL (12"MIN. DEPTH) 11 7 vp I'I ° IL SEDIMENT WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED PLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACEN," STRUCTURES AND UNPROTECTED AREAS. * GRAVEL, SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X E CONCRETE TO BE L ...JJJ 4000 PSI MINI.NM PLAN _II DIAMETER OF PIPE \ ; j / E Fran vll= w END SECTION DIMENSIONS PIPE DIAMETER I A 8 C D E 12., 4" '-0" 2'-0" 4'-0" '•0" 15" e" V-31,1'- " 4'-0" '-6" 2'-3" p_g,. 4'-0" 31_0„ 2'-1" 5'-0" 3'-6„ 24„ „ 3`7" ,_ „ (I' - I" 4,_D„ „ 10 „ 4,.0„ 21- , 8'-1" 4'-6" 30" 1'-0" 4'-6" 1'-7 6'-1 5'-0" 33" T- 4'-10 21-3 T-1 5'-6" 1; p_g„ 5,_3„ 81_ 8„ 0„ 6,_0„ „ - �� ,_0„ 54" 2,_3„ 5,_5.� ,_91 8 7,_ „ DI-3A,38,3C EXPANSION KEYED EXPANSION JOINT 3'-10" FOR DETAILS OF INLET JOINT CONST. J FRAME d COVER BACK OF SIDEWALK x JOINT BARS APPROACH SEE STANDARD IC-2. pE� BARS 4„ „ 2" o GU TER s BARS C a BAR ' J SUBBASE ro 2" 6`J d' BARS B o w 2' / ARS F 0. o +------- HARDWARE ' I Ir z + -BARS F I WEEP HOLE. f I = w o i SEE NOTE 8 Y H N w II II AR F BAR A NOTESSSE II iJ ARS D GUTTER FACE OF CURB CR K CONTROL JOINT CRACK CONTROL JOINT s' MIN. PLAN SECTION A -A IC'MAX. f--A t0 MAR' ( KEYED CONST. JOINT L-VARIABLE - MAX. 20' 2'-8" B„ 2'-10' WARPED I I iv GUTTER f -B 3�_0„ 2„ APPROACH GUTTi BARS A b _ 14 ARS I i _______ .� BARS F ARSE �B BARS E J �1f 3" DIAMETER ' j WEEP HOLE FRONT ELEVATION BARS 1'-8" e" BARS e EDO(GUTTER REMOVED) 11//„ _..I I� L 8.5XI/;' BENT PLATE - SECTION B-B N TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 k CG-7 STANDARDS.' Y I/N R L2%2'X2%2'XI/;' TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. GALVANIZED TYPE A TYPE 8 %2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE PON AT T C-C. CONNECTORS AND IS TO BE ANCHORED WITH %2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR. PAVEMENT DI-3A L DI-3B L DI-3C I� L WARPED PAVEMENT 7oilli -------- --- t---- =----. FLOW I I FLOW 01 0 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET FIFEIVa 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 704.09 WHEN DIFFERENT 312ESOF PIPES ARE ENCOUNTERED, NOTES: SHAPING OF MANHOLE AND [LET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. 5 �9 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF' TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF x\ \\ e• OUTLET PIPE IN ACCORDANCEWITH APPLICABLE STANDARD OR SPECIAL DRAWING. n INVERT + THE {INVERTTSHAPING ARING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25/. OF COARSE AGGREGATE MAY 8E UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE a SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I « OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ' V� r`'/ ` �' . DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE--` PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLYTO BEST FIT THE PARTICULAR INLET AND OUTLET , CONFIGURATION AM FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SMIFICATION 302 STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 ALTERNATE END -SECTION 12" -_6 ,O" PIPE Es-' HUB END ON OUTLET END -SECTIONS SPIGOT END ON MET END -SECTION X __ yX CONCRETE TO BE LLL E J 40GO PSI MINIMUM PLAN DAMETER OF PIPE AnaP._ SECTION X-X A + / E END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2,_O" 4'-l" 6'-1" 2'-0" 15„ 6„ ,_3„ 3,_D„ 6,_1.1 2,_6" 18" 91, 2'-3" i 3'-10" W-1" 3'-0" 2V 9" 2'-11" Y-2" 6'-7" Y-6„ 24" W" '-7" 2'_8„ 6'-3" 4'-0" 27" 1 4,_0„ 2'- 6'-1 4'-6" 30" T0" 4'-6" 1'-7 6'-1 33" 1'-1 4'-1 Y-3 B'-1 5'-6" 42" 2'-11" „ 8'-8" 48" 2'-0" - „ 2,_2" " T-01! 54" 21_3„ '-5" 2'-11" ,4" 7'-6" 80" 2'-6" 5'- " 3,_3„ B'-3" SMOULDER PAY LINE &NGT�_ G +- NOTES/ UV B PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS CULVERT - TO USE THE ALTERNATE THE RIGHT. LENGTHS WILL BE REDUCEDGN BY ON B THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 1211-6011 CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 107 CC-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 201,04 NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST W PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB e, GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AID GUTTER B�HuAu I� BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. THIS CURRB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN 1, SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN IV OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 2,. �5„ p, R •- - - - - - - - - - - - - - - - - - - - THE BOTTOM OF THE CURB AND '---r GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBSES D A 7' 2' 0" MIN. DEPTH OAF 7" IS MAINTAINED COMBINATION 4" CURB & GUTTER VIRGINIA DEPARTMENT OF TRAdSQORTATKNN 105 502 is %2 SECTION CAST IRON SECTION STEEL NOTES 2'-7" L 2%2' z 2%2" x 1/;' 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to be 1,_3�=, // 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD ccst with conor� / DI-1A B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS A AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL CAST CALV. PIPE TO THE TOP OF THE STRUCTURE. IRON STEEL One welded PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY joint FOR ESTIMATING PURPOSES AND THE ACTUAL 66 ± 143.6 DIMENSIONS SHALL BE DETERMINED BY THE Optional 3 INs, lbs. Brace Ribs-< CONTRACTOR FROM FIELD CONDITIONS. including including Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS lugs onnucling 9 connectors TO BE SHAPED IN ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4'J %2' x 4" 4. IN THE EVENT THE INVERT OF THE OUTFALL Luga Stud Shear PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE connectors SHALL BE SHAPED WITH CEMENT MORTAR TO W, 12" 9%i' PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID v PRICE FOR THE STRUCTURE. 21,2" SECTION B-B 5. STEPSBE �ALSESEEHEN H GREAARTERT�OR DESTANDIARD 5T11. DIMENSIONS FOR COLLAR DETAIL CAST IRON ONLY 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. # 4 X B" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT D TO ABUTTING CONCRETE TO PREVENT - Hardwore Cloth 2'-6" SETTLEMENT, IN LIEU OF DOWELS A 2"X4" 3" Diameter 1'-3" - hole ' NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. weep See Note 8 N 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC 'n'°a�'n NiN m� D. Collor `-4" depth Aggr. "' #68, It 76 or 12" #8 x 6" width EEEE 12"-15"-1B" or 4" NN mn fV fV fJ i� • P D Q D Q MUUMUU HARDWARE CLOTH I/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9, CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 10.ANY ALTERNATE METHODS OF ANCHORAGE ` MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. ,1 SECTION A -A i"44- F 4„� CONCRETE QUANTITIES FOR MIN. DEPTH 12" concrete pipe - 1.440 Cu. Yds, Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yale. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per additional tool of depth. APPROXIMATE WEIGHT Cast Iron Crate 363 ± 18 lbs STANDARD DROP INLET SPECIFICATION 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 t0A.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Cr-11 xx STREET APPROACH SAME A SURFACING AS MAINLINE (RADIUS TO BE AS TWIN 1 ROADWAY SHOWN ON PLANS) C! C I (RADIUS TO BE AS , _______________n __-�.____� I SHOWN ON PLANS) ST'D CG-12 J RADIAL D GUTT ON I 8� J CURB AND -6) /ri 4'SDEWALK' '' • J~P' CLASS OS ,•e. e..,•e. °' u7" �• c,- J I �" x (W E.SJ 's.' ' n. �• �Srj=N 6..! J --- I r- OPTIONAL - 8" CONCRETE n FLOW LINF Lin AL EXPANSION JOINT N I EXPANSION JOINT 4 - NOTE: WIDTH "8" 2'-0" OR AS �' MAINUE ROADWAY SHOWN ON TYPICAL SECTION. SECTION C-C PLAN VIEW ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10'PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK A CURB EDGE OF SHOULDER OR B X MPUf. D RAMPS WITHIN THE LIMITS OF THE RADISHOULD BE INCREASED TO 7", OPTIONAL FLOW LNE LOPE CHANGE ® ---------- D _ MAINLINE RODWAY-----------------------_ WHEN ST'D. IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH DOT RRPLEASE 8 X MAX. D NOTE THE FOLLOWING SLOPE CHANGE _ 40' MIN. FOR STREET "� D XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED 51 MIN.- OONNECTION TO THE R/W LINE (EXCEPT ANY SUBGRADE -70-DESIRABLE FOR COMMERCIAL STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED :J ENTRANCE THE ENTRANCE.) SECTION A - A 'ARADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D BAND GUTTER EYOND THE RHW LL INE NOTEBEEPONSjRUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANJARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CG-7 TE CURB FACE ON THIS STANDARD IS f0 BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 X 3 X MEDIUM (500-1500 VPD) 53 X 6 X SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) 5 6 X 8 X X PLANS ARE TO INDICATE WHEN CONSTRICTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLNE MAY EOUVW WARPING OF A PORTION OF GUTTER TO PRECLUDE 'ONDING OF WATER. SECII REFE ENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 CG-12A ® 7" WHERE STD. CG-3 OR CG-7 IS USED. 8'-0" 4'-0" ORDCC62 ® 6„ 12.1X MAX. 48.1 MAX. a • B. 20 1 3' S MIN) ' M ') SECTION A -A A M 5 DOWELS, 8" LONG e 12" C-C PERMISSIBLE5'-0" 3'-0" 5'-0" MIN SLOPE 10�1 CONSTRUCTION JOINT MIN, PERMISSIBLE MAXIMVM .. N CONSTRUCTION JOINT Il�;yn 1 B f B SECTION+B-B 8' •a LIMITS OF EXPOSED AGGREGATE SIDEWALK ' ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIPM AND SLP RESISTANT A TANGENT PLAN PATH CONECTING ALL AGCEssN1 E ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES c.. a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAP LENGTH B" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. b p CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACETHE). TDETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATEPRECAST pp FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. y�,,� SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY CALLY WITH RAMP FLOOROR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT TYPICAL P 1EMENT F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION WITHIN CROSSWALK RE CLASS A-4. WITHIN CROSSWALK REQUIRED BARS ARE TO BE MO.5 X 8" PLACED 7CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER }/2". CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE-N-PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURET/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD S TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSA3LE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMPMOVICE (ACCESS FOR MOBILITY IMPAIRMENTS) 02 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION � I � 0 co Lai CS C¢ Z Z O N 0 Q CJID Z IN 0 O W m Z 0 N W I-• fi Z /O W Q (Y' N =3 �a a �Z 4- W N UJ Jam_ __J 3t V) W V UJ W W LA_ Nm O O =0o31: CL"-'W Z Z � O W t; N U 0 J Q = O N a -wO NM E 0 (� N r- n U N 0 to I 0 (D N �O IA 0 V) •C r. E O'^() •CD 3 0�`/\J+r C O .4-1 C GO. ci �E• U arn•o 3 C l0 W N M 0 64p O . T �' TMgTHY a N0. 1 260 G F`p`g10NA16 SURVEY: PAINTER-LEWIS N/A SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9811012 SCALE: DATE: AS SHOWN 10/09/01 SHEET: 9 9