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HomeMy WebLinkAbout26-03 Arby's Restaurant - Fast Food Rest. (Easter Mgmt. LLC) - Opequon - Backfile0 U1001 001 so] ARBY'S RESTAURANT AND RELATED SITE IMPROVEMENTS PROJECT: ARBY'S RESTAURANT AND RELATED SITE IMPROVEMENTS FAIRFAX PIKE OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VA ENGINEER\ PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER PARCEL INFORMATION: OWNER & DEVELOPER: EASTER MANAGEMENT, L.L.C. P. 0. BOX 1129 FRONT ROYAL, VIRGINIA 22630 (540) 869-7062 SURVEYOR: PAINTER-LEWIS, P.L.C. 302 S. BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: ELLIOTT RITCHIE PROPERTY ID NO.: 74B-7-2-D1 SITE AREA: 1.0904 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: FAST FOOD RESTAURANT CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 1.0904 Ac.=0.9268 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: FAST FOOD RESTAURANT: 1.4 SPACES PER 100 SQ. FT. OF FLOOR AREA PARKING REQUIRED: 3,562.29 SO. FT./100 SO. FT. X 1.4 = 49.87 SPACES 50 SPACES TOTAL 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED FAST FOOD RESTAURANT FRONTAGE: 173.95 FT. PARKING PROVIDED: 48 EA. REGULAR PARKING SPACES 5 EA. STANDING PARKING SPACES 53 PARKING SPACES TOTAL PROVIDED (INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 3,562.29 SQ. FT. (0.0818 ACRES) PARKING/DRIVES: 27,075.38 SQ. FT. (0.6216 ACRES) CONCRETE WALKS AREAS: 1,457.51 SO. FT. (0.0335 ACRES) CONCRETE SLABS: 781.92 SO. FT. (0.0179 ACRES) TOTAL IMPERVIOUS AREA: 32,877.10 SO. FT. (0.7548 ACRES) F.A.R.: F.A.R.: 0.0818 Ac/1.0904 Ac = 0.0750 < 1.0 OPEN SPACE: 1.0904 Ac. - 0.7548 AC. = 0.3356 Ac. (14, 618.74 SO. FT.) (30.8%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SO. FT. Of Impervious Area: 32,877.10 SO. FT./2000 = 16.44 => 17 TREES (Required) => 17 TREES (Provided) Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge) 5% Interior Landscaping Islands: 27,075 Sq. Ft. X 5% => 1354 Sq, Ft. (Required) Landscape Islands: => 1480 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 50 Parking Spaces/10 => 5 TREES (Required) => 5 TREES (Provided) BUFFER: CATEGORY "B" BUFFER ALONG ADJACENT RP PROPERTIES. - 136.78 LINEAR FEET OF BUFFER. - SEE PLANS FOR NUMBER, TYPE, AND SIZE OF TREES AND SHRUBS REQUIRED. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTING (SEE ARCHITECTURAL PLAN) AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE, THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND FOOD PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. EA TE' M AGEME T LLC A " ' E TA RA T FA R FAFD- EOUTE • PE � UOO GI TAL 0I3=rF.D T 3 7F=PHE ITY, WIRGINIA TMi#: 74B-7-2-46 CHARLES A. STROTHER, JR,. PAMELA P. STROTHER /NATHANIEL 4B-7-2-47 DB: 854, PG: 1047 HARLOW ZONED: RP SHIRLEY RITTER HARLOW \ USE: RESIDENTIAL / DB: 431, PG: 572 / \ / ZONED: RP t / TM#: 74B-7-2-D DAVID L. WRIGHT / DB: 731, PG: 258 ZONED: B2 cam USE: VACANT o, TM#: 74B-7-2-C RED APPLE, INC. DB: 585, PG: 582 r ZONED: B2 USE: VACANT ) --------- TIF T / _ S 89-32 44" E 173.95 USE: RESIDENTIAL TM#: 74B-7-2-48 j BETA H. PALMER DB: 769, PG: 1130 ZONED: RP USE: RESIDENTIAL 49" E 136.78 - - TM#: 74B-7-2-D1 FASTER MANAGEMENT, / LLC / INST.#:030001025 / ZONED: B2 EX. USE: VACANT PR. USE: RESTAURANT AREA: 1.0904 ACRES CO TM#: 74B-7-2-D3 B.H.R. PROPERTIES, INC. / INST.# 030002206 ZONED: B2 CO TM#. 74B-7-2-D2 USE: VACANT cU, B.R.H. PROPERTIES, INC. co INST.#: 030002206 ZONED: B2 / USE: VACANT / FAIRFAX PIAF 60' R/W ROME ,ITT TM#: 85B-2-1-3 TM#: 8513-2-1-4 TM#: 858-2-1-5 JOHN & LINDA WATSON ALFRED & WILMA JENNINGS LINDA HOBBS & MR. & MRS DB: 523, PG: 331 DB: 802, PG: 1154 SOBEN ZONED: RP ZONED: RP DB: 110, PG: 1518 USE: RESIDENTIAL USE: RESIDENTIAL ZONED: RP 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. �PyTH OF t TINOPAINTER N . 18260 ' 0 bZlca'o¢ sSIONAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN, SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG 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) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE OVER PEROFOOT.A 1' LENGTH(TYPN THE GUTTER LIST OF DRAWINGS: I SHT. 1 /10: COVER SHEET SHT. 2/10: GENERAL NOTES, CONSTRUCTION NOTES, AND MISCELLANEOUS DETAILS SHT. 3/10: SITE LAYOUT AND UTILITY PLAN SHT. 4/10: SITE GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHT. 5/10: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHT. 6/10: SITE LANDSCAPE PLAN SHT, 7/10: SANITARY SEWER LATERAL & WATER MAIN PLAN AND PROFILES SHT. 8/10: SITE UTILITY DETAILS SHT. 9/10: STORM SEWER SYSTEM PLAN AND PROFILES SHT. 10/10: CONSTRUCTION DETAILS xa y OV. - 0 ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL PAINTER=LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: pointlew@earthlink.net JOB NO.: 0211024 SHEET: JUNE 27, 2003 1 / 10 Latest Revision Date: FEBRUARY 2, 2004 jl 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. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.G. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET 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 U.S. ROUTE 277 (FAIRFAX PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE CEO -TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED. FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MANHOLE, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. A NEW 2" WATER SERVICE WITH AN 1j" METER ASSEMBLY AND VAULT WILL NEED TO BE INSTALLED FOR THE RESTAURANT. THE WATER PIPING SHALL BE 2" DIAMETER POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN. 5. THE EXISTING 8" DIA. WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: a) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. b) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND I- WATER SERVICES. c) FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10, THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE RUNOFF FROM ON -SITE RESULTS IN A NEGLIGIBLE INCREASE FROM THE EXISTING CONDITIONS ON -SITE. THE EXISTING DENUDED LAND AREAS PRODUCE A HIGH RUNOFF COEFFICIENT AND THEREFORE A SMALL INCREASE WILL RESULT FROM THE DEVELOPMENT OF THE FACILITY. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE STORM SEWER SYSTEMS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS, 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE 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. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION). 3, THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING AREA OF THIS SITE. 7. THE GREASE INTERCEPTOR SHALL ONLY SERVE THE KITCHEN WASTE FLOWS. ALL OTHER SANITARY SEWER PIPING SHALL BE CONNECTED BEYOND THE GREASE TRAP INTERCEPTOR. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST, SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE. INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 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%2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION, 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. PR. STREET OR AISLE APPROACH TO[fuiTlT1� 2'�R CG711 w A I J BE THE SAME AS �� -I �IQ MAINLINE ROADWAY. Ell a (RADIUS TO BE AS a SHOWN ON PLANS) (RADIUS TO BE AS CC o CLASS L A3=11' --- - "' SHOWN ON PLANS -1 (H.E.S.) :•:.. 0: CONCRETE {� �t; 8 SECTION C-C ®RADIAL COMBINATION IN CONSTRUCT GRADE CHANGES WITH A CURB & GUTTER PARABOLIC CURVE. 4' (ST'D. G-6) ® WHEN THE ENTRANCE RADII CANNOT SIDEWALK 6„ ACCOMMODATE THE TURNING REQUIREMENTS ______ OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE 6" EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS EXPANSION JOINT A ����..111 * OPTIONAL WITHIN THE LIMITS OF THE RADII SHOULD BE FLOW LINE INCREASED TO 7". NOTE: WIDTH "B"= 2'-0" MAINLINE ROADWAY WHEN STADARD CO-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH OECTION. SHOWNR AS ON TYPICAL PLAN VIEW VDOT FOLLOWING: PROJECTS, PLEASE NOTE THE 10' 8% MAX ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED EDGE OF SHOULDER OR PARABOLIC SLOPE CHANGE �` D TO THE R/W LINE (EXCEPT ANY SUBGRADE OPTIONAL FLOW LINE CURVE r__�---- -- - '-" STABILIZATION REQUIRED FOR MAINLINE PVMT. - - ® WHICH CAN BE OMITTED IN THE ENTRANCE.) �.------------- _--__--- ----------------® RADIAL CURB OR COMBINATION CURB AND MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED ® ® BEYOND THE R/W LINE EXCEPT FOR 8% MAX. _ -"` _ -- REPLACEMENT PURPOSES. , SLOPE OHR GE 5`'`�-� ® WHEN USED IN CONJUNCTION WITH STANDARD 40MIN. MIN. CG-3 OR CG-7, THE CURB FACE ON THIS STREET CONNECTION STANDARD IS TO BE ADJUSTED TO MATCH THE 20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION, COMMERCIAL ENTRANCE SEE STANDARD CG-12 FOR CURB RAMP DESIGN SECTION A®A TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF GUIDELINES FOR GRADE CHANGE D A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM (500-1500 VPD) <3% 6% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF LOW (LESS THAN 500 VPD) <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE REV 7/95 VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT 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. I w 1. TANGENT PLAN ABLE 1CTION ST'D CG-2 OR CG-6 20:1- 1 ® .K6-hl-2'- PAGE 1 OF 1 V5. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY' COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER N TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN O_ CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL N OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONNSIBILITY. V5. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6. 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. V7. 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. V8. 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. 5'-0 12 1 48:1 kW. 48:1 MAX. ® 7" WHERE STD. CG-3 ECG-7 IS USED. SECTION A -A �1N \X X STD. CC-2 12� #5 DOWELS. 8" LONG O 12" C-C ERMISSABLE SLOPE: 12:1 CONSTRUCTION JOINT MAXIMUM _\ CURB ti��-1T�I�II' AT M, 2" HIGHER THAN EDGE OF PAVEMENT AT M M. AS 2' BE TO CURB. 1pIN TYPICAL PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) AT INTERSECTION APPLICATION WITH BUFFER STRIP J" DIA. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK DIA WITH A WARPED SURFACE. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER TRUNCATED DOME TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE DETAIL ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. - -- OO O 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 x 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2". OO O O O 6. RAND D GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF CURB/CURB NU 00000000 I 7. 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. OO OOO O 000 0000 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OFF WAY OF A HIGHWAY FACILITY A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... CROSSES WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED OO OOO O 000 0000 BY PERSONS WITH MOBILITY IMPAIRMENTS. 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. VARIABLE 3' MIN. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING PAY LIMITS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7'. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLED & PERPENDICULAR) APPLICATION N.T.S. \ARpHu DEPARTMENT 203.05 or 2003 TRANSPORTATION c�m�v �m � z z o o z Lei V) V, O w CL cr LLJ Li w (ZI v- IN-) J w Ld w Z V) 8 D z z 0 Q VOf QZ J LrtJ � J L Ld U � 0 Z O z J F_ F_ F^ U 0 L Z F Q LJ LLI�DJ> Q ® Of ( w 1� Z Of w v) C"3 < 0 w F- LL O W F- F- -5 w �� O d ■ AN o ■ O N CL +' o N M N N ~ I- .x . N In ® N 04 O 0 > _0 O ® 0 i 0EQ .� m ui s ~ a Con w N O t� A3,TH op y I TIMO PAINU a No. 18260 ��0 01lftlot ��' IONAL � G� SURVEY: C.I.: PL-PLC N/A DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: N/A 06/27/03 SHEET: 2/ I 4" TMf.• 748-7-2-4600 CHARLES A.:STROTH£R, .R Ex. House PAMELA P. STROTHER ~\ 7 DR, 854, PG- 1047 ZONED: RP USE.- RE.SlDENTIAL EX. SA MH "CORE DRILL � lEx Shed TM,f 74B-7-2-47 TOP=735.36 PROP. INV. IN =••M.67 (D PROP. MH-1 / NATHANlEL HARLOW INV /N=728.04 TOP= 748.00 SHIRLEY RITTER HARLOW TY1. 748-7-2-48 INV OUT=727.93 �1 6"0 INV. IN= 736.70 8.72' DB.• 431, PG.- 572 ` RETA H. PALMER CONECTION TO EX. 8" WATER \ 6"0 INV. OUT= 736.50 36 13� - - --_ _ ZONED. RP DB: 769, PG. • 1130 MAIN PROP. 8"x8"x6" TAPPING \ ".... USE.- RESIDENTIAL ZONED: RP USE. RESIDENTIAL SLEEVE & 6" TAPPING VALVE & BOX. TAP BY FCSA CPA �Q5' PARKING SETBACK Ie�B,P V-'`B,�jl' JJJ 300 \ °, o Ex. Board Fence , woS QB'3324 r/%' \ p p r<'9,Aks•,j 5�,� � \ / / Q� •50:,� + •irl.,Za�' 25, I r 6.80 oe. �~ / '---... NACTIVE BUFFER 43�6 WOOD FENCE �`'� g �`-�- _ ti 12" CMU ----- ��,y �,�r,Op. ,�, ,�, SEGMENTED � O0; �• RETAINING WALL ///�r✓ N _ �s j D to CR ACT/VE BUFFER O0 •41 • -900, o r % p a ��"p)1 - 0 c�gas �Q�. R /T/ FR p I 6 Tp°N F pgRk/ ROp %' % r •`' wo ` ws• p C O NC 0, 0 �. / 1Pi'0 � -o ��FR qr � 6RM ARC ry Cc�6s� p�R S;� l 0. Illy Ex. Pole COp 9 0 A0 pFR ryp �R Mfi a��9 Soo• 'oo' <ryp�' 70, k STge°qRQ o r 4 800- 3 ' s , R (10, k2o'iiyj' TM�f. 74B-7-2-0 CG R6 �y - ) J 3 0) DAWD L. WRIGHT R SFpk'/OE <y LFC O DB.• 731, PG., 258 ZONED: 82 ' 45'S• MS N OF USE, VACANT BEND CprOk a (qN f p 00 TM,{!• 748-7-2-C RED APPLE. INC. / 4' /,y t, CV DB: 585, PG: 582 1,500, )3V. `Sip F.T " 2� Z, 0 2 /1. A COPY OF THE LEGAL ZONED: B2 �- � 6• o DC NFh'R 300, ' $ AGREEMENT FOR THE PROP, CONST. USE.- VACANT 0� '�� ♦ /"' ° S ' cO,yC, ° R,gMp / f $ `f> J �JESMT. SHALL BE SUBMITTED TO THE 00, p �, �� FRED. CO. DEPT. OF PLANNING & J/ sZONING PRIOR TO CONSTRUCTION / IJ � � / °`• fir• r ��•' ,-� r.00. ^ i OF THIS PROJECT. Sly, �Bj, " ✓ 2. PAINT CURB YELLOW TO INDICATE LOCATION OF FIRE LANES kyF�f{oxggoR qF,� D AS DIRECTED BY THE FRED. CO. / FIRE MARSHALL. ,s yaR� SpeROUiFFR r4 T 74 -7- - Ex. Bldg. Q' C4 984' PROP. 51.76'-12"0 RCP, M, 8 2 02 / ��� FF=738.41 ��O /ate �� p4 Co Rio lR, 4 04,0 4p , CL. III 0 2.90% Slope B. INST.PROPER TIES, 030002206 C o SFr o a fo 02, g ,y `V o of /` . USE: VACANT e Q�as2 Q <fcrORa�oe� 2_� s�/ \ NOTE: y z� �J . 32 , "'� F �3 3� Q�o�� _ _ ALL EX. FENCING p•� '� aQ / O TOPP= D7I42.670L-6 /� Er co �. ALONG LOCATED ON rs0 p�R Q '� �� �,w o2�' a 12"0 INV. IN=738.35 �c Sr �� SITE SHALL BE 0. � $Q ,`�ha _ / �, deeoi REMOVED DURING r �� h,. ` �v �Q' a !� / 18" 0 INV. OUT=7 7. THE CONSTRUCTION �j rS yo` ,f•,� �1T �/ cV `'? �0, / 18"� INV. OUT=737.70 / \ F THIS FACILITY. `�/ �� 4�v �, �.�q N AV h• O� I 4� �i / C 1 18"0 ES-1 I P�lv INV. IN=738.00 PROP. DI-2B, L=6' TOP = 744.80 \' -' '�� / '''�o` �'•�v 0_j ( `4 12"0 INV. IN=741.00 SEGMENTED o a o ,�J 0000 �Q a ` ! / 12"0 INV. OUT-740.80 RETAINING WALL i (LOCATE 1' INSIDES► ho® `3Z �7' goo _ �` / O PROP. DI-38, L=6' I PROPERTY LINE) TOP = 746.50 Ex. Pol / g0 ° " C 12"0 INV. IN=742.50 ONW - _ _._ • 1q FUWRL BRL OHW /7 ! UGE CONNECTION / TO EX. POLE t 5o r 'R u� 19. - 2 yP• coy ..- "" ah BENCHMARK ® PROP. DI-1 o B1 , p ?' 3a Nail In Pole % TOP=736.40 a` Q � AROp r R O ON/.....--- nyWE-x• P°!e Elev=745.32 1 86, o x qR>k/' 800, .. � `` c�yw --.- araiv - •..__ t 18"0 INV. IN=734.90 ro o. A , , R.L. o, 18"0 INV. OUT=734.87 O0 50 B.R.L. ' Ica --_ - oHw---,._.. _N T © OYW 9t•rj0 `O. -36, L=64gNP 40• - vivTOP = 741.70 Ex. Conc. SG `--_ 0AIW 8"0 INV. IN=737.23 ` Pad ^� $ Qo p / °h� - oHw _ 12"0 INV. IN=736.90 � 2�, .3 'PROP. 1 � h ,o' � OHW 18"0 INV. IN=736.40 ``� B� r8, 03 w v 18"0 INV. OUT=736.20 F • RE 5' PA KING SETBACK $ 20,R I I 10 "�8" RCP, 1 / '`� Ex. Pole EX. STY MH ®PROP. DI-36, L-6' ,FUTURE BOUNDAR LINE PROP. 29.40`-12"0 FRCP, EXIT SIGNO� _ ' TOP=737.82 TOP = 741.30 f-- CL. III _Cl9 1.36:� %ope ,_ (6' FROM FC 15'R PROP. III 0 11,25% Slope INV IN=731.85 INV. OUT=737.30 .r PROP. 89.58 -18"0 RCP, UlU N h P INV IN=731.98 "' CL. 111 0 1. `% Slope ENTER SIGN INV DUT=731, 77 lot ^ (4FROM FC) NA % 5' PARKING SETBACK * C 1 "i Easement `�' EX. 20' Utilit Easement ' EX 20 Ut�lt Eo I � !' y -- .._. _ / INV= 728. 06 S I-Iffle- S 89�,2 1 INV=731.32 25.66' --• 42.30 -----� - - - - - - - - f6=18 RCP TM. SEW. ®2819d O EX. 20' Utility Easement ROP. STOP BAR 10' GUTTER TRANSITION FH - -- --- CG-12A ° cp 1 FROM CG-6 TO CG-6R 790' (+ f -} TO NEAREST -- EX. SAN. YN � ° r 2" WIDE, WHITE) PRIVATE DRIVEWAY ENTRANCE TOP=73383 _,�.-_EX. f03 _ 18 RCP STM SEW. _�9 2.93 _ INV lN=724.87 - - _ �, PROP. 30"x30" CG-12A INV /N=725.43 -- �` ��- _ _ STOP SIGN a' o ° --30.74' 25 R ° INV OUT=723.1$ `-" - - -�---_ - _ - - -- 103.00 - 84.00' 1 w _ _ - 6' SHOULDER - __------------- - - - - �-_TEST £x-2_H.P. Gas Line-------- 9.14' ------.---------------------- _ -- -- _ _-- _-- - ---- 10Q.00,_ -- �- --- EC' =�13P -EX. 3 =-18'RCP STM. SEW�O..���PTT -' - - - - I Ex-2" H.P. Gas Line i X. STM MH MATCH EX. -- TOP=737.47 CURB�17(�QTE; EX.-EOP _ - -INV OUT=732.29 - __- -\��� __ - _ w_ _ �_ - -� __ _ FIELD VERIFY DEPTH FAI1�1�� PIKE ROUTE ,277 EX -£OP I ` W OF EX. GAS LINE. - 1 EX. 50' CONC. BOX 181 = DISTANCE TO NEAREST 1050'= DISTANCE TO NEAREST POSTED SPEED LIMIT= 35 M.P.H. 60' f2 W - W - `--- -- - --- -- --- -- STM. SEW. CULVERT 0 0.96X ENTRANCE TO ADJACENT PROPERTY. - STREET INTERSECTION. (I-81 � 530'= DISTANCE TO NEAREST 4A EX, -EOP (DOMINO'S PIZZA) INTERCHANGE) SIGHT DISTANCE= 1050' SIGHT pISTANCE= 950' STREET INTERSECTION. (VA RTE. TO 1-81 STOP 'LIGHT) EX. EOP HIGHPOINT OF KNOLL 1020 HIGHLANDER ROAD) = - - - Ex-8" Water LJne I -- 1 -- _ Ex-8" Woter ,Line c�; L DISTANCE TO FH= 530.f °WV ® INV= 727.58 FROM EX. TEE WV 20 0 20 ko Ci Bell Systems MY TOP=735.77 Scale 1 " = 20 ft � I h w J H t� ZE LV1 (!1 7 p zi W W Q_ v d C) O O O co O �v ao F-- C7 O Q EW ..J CAI D 6 o ■ a N .� � N M N V ) 2 N to �■ N N CV t c!� •� Cs O C> w J U tf) 3 ccb +' � C � Ll w m ma0 � v .c .� ~ �` w ZN to Ro 0 CL 0V) � w J W U) OW e;�'TH OF %'✓�A ' TWO G PAINTER 8260 y0 4V� . �o��'S w s10NAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: TOP 0211024 SCALE: DATE: 1 "=20.0' 06/27/03 SHEET: 3/ 1 A EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE (;E oo°o°o°o°°°o°o°°°°°°o° 3.05 SILT FENCE $F 3.07 INLET PROTECTION �P CULVERT INLET PRO PROTECTION -SILT FENCE aP 3.09 TEMPORARY DIVERSION DIKE IL 3.18 OUTLET PROTECTION OP ":gegy 3.20 ROCK CHECK DAMS ( -.�, 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING -- 3.32 PERMANENT SEEDING pS 3.35 MULCHING MU / j x USfzLu RFSlDFN�IAL � / j / /� 7 # 35 / �• 761,41 _ 762 Z / l /Ex Shed �' TMf, 74B-7-2-47 t 01 V)76 �, 3c� NATHAN/EL HARLOW � z z r� Ci Z l 749,50 -. SHIRLEY RITTER HARLOW TM,* 74B-7-2-48 + / p 7603 94 '-' 1 764 DB: 431, PG. 572 , RETA H. PALMER � U V 0 753.82 754.0 ( {' 1�" _- USE: RESIDENTIAL , ZONED. RP 08 ZONED. • RP 1 � () Q �= � cc f / "'�-�»••.1Z -166 USE. RESIDENTIAL 2 } > Q / P, 75t01 ,(� 60 ` 1.91g7?9 --- sJ �/ SOR1300' \ / ,/ )0 My 7 (3 \ 766.21-`. 7 6. CAI,BoardFence . 768,02 s O j a SqN ^a \ / " � 1p .- �''� � ,,`` 1 ``' � -•., ''• 81.�� _ 767.10 z-'•s 7& .-- `�-' 767.67 767.70 >��� - � 748, 4, "`•" FENCE \ �-•-"" ___ _ _ l 758 `�. • \' '* -"�'` ACTI{ 'BUFF 7540 4 0 ! NG`/ "4<< �' 75t146 S#� + 749.97 + 748A 7 t � \ l I \ + 7 9.443 , �4 /747 2 ;f + 750.27 749.92 Ex Pole Y^` •0 1 ff �, 46 PS TO MU E ) p } 749,84 l / _ 74E+ 7a8.14 TM#. 748-7-2-D DAND L. N-R/GHT 738.6{1 I 337�4 11+ DB.• 731, PG: 258 "f Oq p 20� y�. 746.5 ZONED: 82 ` g \ 1 :. ` IP 746. USE.- VACANT � ..-- • `� � t TM,1C� 748-7-2-c / � � �..,.-'' �1 4S .•c. •,: '$'� .. 745,73 RED APPLE. INC. 738, 0�3 � !�• r� d � ' "* � 8.? s D8. 585, PG 582 ZONED. • 82 USE. VACANT /j ''� /•� --'- ,_•--'' 4S Cg�,� # °pFh'ipL j // .-' \ \ \ l �' \ f `� / _! � ...' -• ,q/ •,•,' r D •"+.. `` ! ^jam• \ \ \ / \ 8,50 lot a PROP. STM. SE !, TMj.• 748-7-2-D2 7 r r 46 _ _ B.H.R. PROPERTIES, INC. B! / 2.73 for - `/. 745, 84 - INST. j: OMW2206 \ \ r FF= 738.41 D� e tp 2 �- rr 0 ZONED: B2 •J� / I jl _s MU /m. / ~``` -I--, USE.- VACANTIN 7433 r fi / / � `\ � l` �� Jam, �� 2 �• �� • � Q�Q��� � / + 745.7L �4) -A.., 7 97 Awl ON 7111 / 737.90 \ \ .��4Z• f ''� tomG?l`' Q �`0? \� 1 737. 2 �' Q44g �t�• H� �! ( Qe / \ + 74.5.13 e \ \ \ J / 12" CMu OQ G) , apopA e f SEGMENTED Q RETAINING WALL Q \ pROp / ,✓ 737,30 4 C ? + 744.91 OHW f MTOp 44 aHN'- 744,69 / \ 'a \ r' �y y 0 -- . BENCHMARK PS TO MU a1. pR R AS1/?. d �Ir - �e Nail In Pole \ p Op Sl Ex Pole Elev-745.32 \ f { 737.40 R�q�/iy�• 74 .62 736.97 L 0 50' B.RL., PS TO MU i 7 7 8 "e - 0Hw - ohW \ l f ' \ IP e - 744.88 Ex Conc. oGPPROP NP_ d d 3 p �Pod Tm. 737.3/,17 . . �. B - - 7 1,86 O d OOU� 43. w� x ---.. � - 747.65 1 tt 737 4 � p ". ('` f PROP. '2" 0 Im 738.89 � � PROP. 8"x8"x8" TAPPING SLEEVE, S� ORP. STOP '� ` t PS TO MU 3 TAPPING VALVE. & BOX, and T.B./ T I 6"t8 22.5' BEND & T.B. � � BE & T.B. � 4.3.3 � °�• � PR P. WATER MAIN 6�- ROP. STM. SEW. \ / + 142.14 DD PROP. S SEWER LATERAL C1 ,44 1 w w � Amw Now EX 20' Utility Easement 736.84 2 7 S PS TO MU EX 20' Utility Easement f 737.2 'fi 1 --- INV. �z25.00 73 A �D 36.- X--' .- 4 .44 737.12 736. PS TOEMU • Ut ity Ot '�1F 4 .-_, --' N ,J 42 � ,` _�``•. 7 #� - 37,11 o ` PS TO MU `s 44 - 48 .95i---- ?37 4 74 .59 �•¢ /� CiE�74 •a° -ti y� Y 73.A 1 38.61 \ O 73&. 29 38.8- 741, 2 4 41. G 7 o Q a c+ 743, 74 PS TO MU 7.37�7.35 7.= = 39.7 __ -- Ovd O `� 742 743.63 �i44.08 6 SHOULDER 7 7.26 IP 37.4 i J O O O �A _ _ 43.5 _.... 47� 37.33 3 fX=FdPS'pp 737.56-t'aP-` '�7'$g t� T'- 03 -� '` - 73T 7�5` } 74 0# j O d O O a4 £�+ t _yG ` fy,4jF 73z,. i 5 73A 38.6� 739. 2-53 'F- EX -fOP i 74 27 74 3 1 z 74 FIELD VERIFY DEPTH _ \F.,�4.�Y PI" .ROUTE / / EX -EOP f 73 r • 9 7 - -- ..._.. ...._. „�....�.,,. ..._ ...,_. _ _._..... . OF EX. GAS LINE. �,.� .r-•- •,...._ ../ i - - _ _ 737,5� 7.3..�3# 73 .41 7396 POSTED SPEE IMIT= 3,�A4 -"-`r -- -' __ 742,6s743.6a - e 74 .i 3 - 744.64 j i44 s2 EX. -EOP � � 60 F� f W �' --- ¢ j r � i- 73 . z 1 �-- t -}-- \ 73 4 f3 .32 p 737.57 ,13g 738.25 - - 7 t 7 A, 744.19 741.5 5 s 742� 53 74-+6 -74 -- a a� L E 20 0 20 60 I Scale 1 " = 20 ft o �61 -N I - 1 Z6 V? JQ a. 0 W J 0 0 Q C1 Z Q Z W w W V) w J V V -� f- tom► N tL' V? Z �Z w> W > �0 < :�> w W LJ `F_ �_ V W U �Z W IW-Q '* u- Z OW W IaCr W 0 O n O 0- ■ d mj0 0 ■ (V a ; O Cq rn rn C c+% N to c (CO4( N•c c0 (0 v '2' �o� W J � 0 0 v y at o C m N - a W ~``W c0 N a� M a PAINTER .18260 '1�a�SlONA-u SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO. TGP 0211024 SCALE: DATE: 1 "=20.0' 06/27/03 SHEET: 4/ 1 Q EROSION AND SEDIMENT CONTROL GENERAL NOTES c. Soil stockpiles must be stabilized or protected with sediment CONSTRUCTION OF A SILT FENCE m trapping measures to prevent soil loss. Utility trenches located GRAVEL CURB INLET SEDIMENT 1. All work shall be done in accordance with the current outside of paved areas shall be seeded and mulched within STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) -' edition of the Virginia Erosion and Sediment Control Handbook two (2) weeks of backfilling. FILTER and the standards and specifications of the Count Of 1. SET POSTS AND EXCAVATE A 4LINE 2. STAPLE WIRE FENCING TO THE POSTS. P Y TRENCH UPSLOPE ALONG THE LINE EXISTING Frederick, Virginia, d. Upon completion of construction, all permanent erosion and 70 "'" PAVEMENT OF POSTS. � sediment control measures shall be installed. After stabilization, A 3 '51 2. A Frederick County Grading Permit and permit fee are the temporary erosion control measures shall be removed, as c, required for this project. Apre- construction meeting with the approved by the local program administrator. All vegetative FILTER CLOTH 6" MIN. A MOP TABLE BERM local program administrator is required prior to commencement cover shall be checked regularly and any damaged areas shall of construction of this project. be repaired, fertilized, replanted, and mulched, as needed. SIDE ELEVATION EXISTING GROUND / Jill Q w 3. The local program administrator shoil be given a one (1) e. All properties adjacent to the site shall be protected from 70' MIN. ��`-" ► /�.� ) - ca week notice prior to the pre -construction conference, the sediment deposition. This shall be accomplished by Installing b 7 commencement of any land disturbing activity, and to the final perimeter controls such as silt fence barriers, diversion dikes, B ASHRACK to' MIN, inspection. filters or check dams, rip rap stone protection, or a combination of such measures, as indicated on the plans. 4. The contractor is responsible for the installation of any tz' MIN.10' MIN FLOW` I'-- EXISTING additional erosion control measures as may be deemed f. The contractor shall be responsible for the installation and PAVEMENT 4" ` (� necessary by file local program administrator. maintenance of all erosion and sediment control measures. GRAVEL FILTER 12'-� 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE RUNOFF WATER WIRE MESH VDOT N] Y� POSITIVE DRAINAGE to' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. I , SEDIMENT AND 'EROSION CONTROL NARRATIVE 7. Construction Sequencing: COURSE AGGREGATE B ( TO SEDIMENT FILTERED WATER 1 Q I TRAPPING DEVICE PHASE I: I a ; OZ) . MUST EXTEND FULL WIDTH 1. Project Description: 1. Site Preparation: OF INGRESS AND EGRESS I_ s OPERATION PLAN VIEW _ <- Z The development of this project consists of the construction of Hand dig test pits over existing utilities to determine their 12' MIN, j �_ a proposed Arby's Fast Food Restaurant facility with related depth and actual locations. - /� II a IT driveways, parking facilities, and truck loading area, site Jill SEDIMENT grading; s MIN, water & sewer services; storm sewer system, and site - Phase I Controls: landscaping. FILTER CLOTH r / FLOW I CONCRETE GUTTER 12 CURB INLET 2. Installation of Erosion and Sediment Control Measures: SECTION A -A /// �-\ Z 2. Existing Conditions: 6'--' Ill I- II W W a. Installation of the construction entrance. =III The existing 1.09 acre site is currently undeveloped and is b. Installation of the silt fence along the Fairfax Pike EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SPECIFIC APPLICATION Q vacant, open, and sparsely covered with grass and weeds. The right-of-way lines, as indicated on the plans. _ L� site has approximately 174 linear feet of road frontage along c. Installation of the proposed diversion dikes to convey the FILTER FABRIC THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS LL1J Fairfax Pike ( Route 277) Which Will be used to rovide access runoff, as desired by the program administrator. WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE V) O toP INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED to the site, when developed. A new two-way entrance will be Cl. Installation of the inlet protection devices at the existing _ WAREAS. I e constructed along Fairfax Pike which will provide permanent Inlets. REINFORCED CONCRETE DRAIN SPACE IRE P P III -� x GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. Z Z access to the site. The site generally slopes from the rear SECTION B-B Z -i Q Z Q property line adjacent to the existing residential subdivision towards the Fairfax Pike right-of-way where the storm water PHASE II: Z V V) is conveyed to the existing roadside ditchline. The finish O V,J grading will maintain this grading pattern and eventually all 3. Site Construction Sequencing: O storm water will be conveyed to and controlled a large storm water conveyance channel located off -site on western property a. Stripping and removal of any debris and vegetative cover to ROCK CHECK DAM PIPE OUTLET CONDITIONS Z line of the adjacent Domino's Pizza site. This channel is port its full depth, as needed. SILT FENCE CULVERT INLET of a large storm drainage system the controls the storm water b. Rough grading of site and installation of the fill material. A A W runoff of the Fairfax Pike service area. Blasting will be needed to accomplish the proposed finish .PROTECTION 2 ACRES OR LESS OF DRAINAGE AREA: J grades I - and for excavation of the utility trenches. Core shall be token to accomplish these tasks. ENDW"1L 1 ------------- - 3. Adjacent Areas: c. Building construction. 6" 3do d The site is bounded on the north by the original Plymn-Owen d. Installation of the proposed utilities. 3' ----V, -------------T------------------- ---- FILTER CLOTH ------------- --.. PIPE OUTLET TO FLAT F- Estates residential subdivision. The western property line iS---T-J AREA WITH NO DEFINED - Phase II Controls. TOE OF FILL i I (OPTIONAL) CHANNEL bounded by the existing Domino's Pizza restaurant and the -}. CULVERT ^ V e. Placement of check dams for ditchline protection and (DOWNSTREAM VIEW) U (� eastern side is bounded a vacant, commercial lot that is PLAN VIEW installation of the inlet protection. similar, but larger, than the Arby's parcel. The southern �I f. Curb and utter installation. _ �'I I � � Z boundary is coincident Fairfax Pike (Route 277) right-of-way. Final Gradn of site. - i vnoT #1 L a F- C _ g g I I COARSE AGGREGATE w Z Q H. Installation of the Rip Rap stone and outlet I I 0 F- W 4. Soils: protection as needed along the channel slope. I I FLOW I 3' d Z X - i. Installation of topsoil and stabilization of all lawn and ----------------T------,-- ------------ ---- -T- W Q > The soils mapof Frederick Count indicates the following soil `-- -- y g slope areas. SECTION A -A FILTER CLOTH KEY IN 6*-S*; RECOMMENDED FOR ENTIRE PERIMETER W w types exist within this project area. On -site soils had been Installation of base and subbase materials. disturbed previously by the use of this area as a borrow pit. k. Restoration and stabilization of unpaved areas. a 70E OF FILL The overburden shale material has been fully removed for I. Final paving, SILT FENCE 2-10 ACRES OF DRAINAGE AREA: A Z W U borrow and the site has been left denuded to the underlying m. Remove erosion Elnd sediment controls, as a roved b *DISTANCE IS 6' MINIMUM IF n-Ow bedrock seams: approved y IS TOWARD EMBANKMENT A 3do (MIN.) Q Y 0 the inspector. Q V) Flow ----------- - I Z 36C: Pits, Quarries, Dumps: (1%-2% slopes). 8. Maintenance: 6" d0 %- W Mined Shale removed to reveal Bedrock. L_ OPTIONAL STONE' COMBINATION 3' - - PIPE OUTLET TO WELL W Q Z Hydrologic soil group D, Class III Soils. (Approx. 95%) The contractor shall be responsible for the installation and FILTER CLOTH DEFINED CHANNEL � < O UJI CL maintenance of all erosion and sediment control measures. All (OPTIONAL) I PLAN VIEW W n 41C: Weikert-Berks channery silt loom:(7%-15% slopes). measures shall be inspected daily and after each significant 1.a 1.5' 1.-(DOWNSTREAM VIEW) L a W `Q W Hydrologic soil group C/D, Class II Soils. (Approx. 5%) rainfall by the site superintendent or his representative. Any b damaged structures shall be repaired or replaced by the end vnoT #I r o 3B of work that day. COARSE AGGREGATE 1 I - d d. 0 O -> a. The construction entrance shall be maintained so as to FLOW 2.5' ti FLOW ?1 3' SECTION A -A 1C control the amount of soil materials that may get caught in rile stone bed. If the Stone becomes clogged with soil and FILTER CLOTH KEY IN B"-9"; RECOMMENDED FOR ENTIRE PERIMETER ■ mud, It shall be cleaned, Or removed and replaced, a5 may be NOITES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET. OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED ■ deemed necessary. A trash rack shall be installed as art Of •+ CLASS I RIPRAP USING PLATES 3.18-3 AND 3.18-4. Q Y P VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS I RIPRAP 3. d - 1.6 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT the construction entrance construction. If this measure fails to TO REPLACE SILT FENCE IN " HORSESHOE " WHEN LESS THAN 6 INCHES. ■ 04 HIGH VELOCITY OF FLOW IS EXPECTED sal properly clean the construction vehicles, then a wash rack a �, must be installed as directed by the local program o CN ►� administrator. E� rn / � N LO In Y N LO to E N N CV t r b. The rock check dams, inlet and outlet protection devices, SPACING BETWEEN CHECK DAMS and the silt fencing shall be checked regularly for deposited ,a �O (D 4 � sediment. If sediment is trapped, it shall be cleaned carefully W .� o o Q so as not to release the trapped sediment downstream or on a .°� to 0 3: 313 adjacent properties. L = THE DISTANCE SUCH THAT POINTS J A AND B ARE OF EQUAL ELEVATION 1 -0 > c. All seeded and sodded areas shall be checked regularly to o - Q ensure that a good stand of grass is maintained. Areas shall W t � W v a a AJ :D1C 6 IC be repaired, fertilized, and reseeded or resodded, as required. A B �" cn° ~ `'- w 441 - L Z 41c W TEMPORARY DIVERSION DIKE CL 0� Z 913 1- W Compacted Soil -I W C3 B _ `'"1 18" min. Z Z 5. Critical Areas: -Flow � W None. The residual soils on the property and basically the oil 1111%,11hilli,ill underlying bedrock and erosion of this material is minimal. Care should be taken to ensure that the existing roadside ditch tiTH of along Fairfax Pike is protected during the construction process. 4.5' mill. ��� pj 6. Erosion and Sediment Control Measures: TIMO . PAINTER a. Erosion and Sediment Control Measures shall be installed No. 18260 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 �SSIONAL ��G boundaries and the existing edge of pavement of the Fairfax Pike roadway. SURVEY: b. No disturbed areas shall be denuded for more than thirty PL-PLC 2' (30) days. The contractor shall stabilize all exposed areas DRAWN BY: JOB NO.: within seven (7) days after the end of construction of that TGP 0211024 phase of the work. If possible, all natural vegetation and/or SCALE: DATE: mulching shall be used to protect areas exposed during N/A os/27/o3 development of the site. The existing vegetation along the rear property lines shall remain in place and be protected during SHEET:/ the construction process to the greatest possible extent. i �II ti i F I, t PLANT LIST KEY OTY. BOTANICAL NAME COMMON NAME S/ZE SPACING REMARKS ¢[(f AC 13 Abies conco%r White Fir 4' B&B 10' o. C. CB 7 Carpinus beta/us European Hombeam 2" cal. See Pans �' Ex. Pole EA 5 Euonymus a/atus Winged Euonymus (Burning Bush) 3 GaI. Cont. 4' o. c. / FI 11 Forsythia x intermedio Densif/oro' Border Forsythia 3 Gol Cont. 4' o. c. / IC 166 Ilex corouto Dwarf Burford' Dwarf Burford Ho//y 3 Ga/. Cont. 4' o. c. ap 22 ✓uniperus chinensis !'fitzeriana' Pfitzer ✓uniper I 3 Go% Cont 6 0. C. KP 16 Koe/reuieria panicu/ota Panic%d Go/denraintree 2" cal 35' o.c. DAWID L. 11RIGHT ri 1 DB.• 731, PG: 256 ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ZONED: 82 USE. VACANT NOTE: PLANT SPACING VARIES PRUNE ALL BROKEN, I WEAK BRANCHES. ALL SHRUB BEDS TO I EXCAVATED OF ALL EX TO REQUIRED DEPTH A W/ REQUIRED SOIL MI: MULCH TO BE 3" DEP' COMPLETELY REMOVE i STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI` ROOT BALL. SCARIFY ROOTS ON P( BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE - 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 4" MULCH 3" SAUCER AROUND TREE EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP &- ROPE FROM ROOT BALL. TREE PLANTING SECTION ( T 748-7 2-46 ' CH L£S A. ST�OTNERf ,rR AMELA RISTROVER f DB. 70(> ' R8-5 PG: 1P%1�47 f r USE. RESIDENTIAL EX. TOPOGRAPHY AND THE PROP. f / r /� RETAINING WALL WILL FULFILL THE �' I FREDERICK COUNTY REQUIREMENY FOR A 6' OPAQUE SCREEN/FOR THE CATEGORY "B" BUFFER. A FULL' LANDSCAPE SCREEN IS ALSO.REQUIRED AND HAS BEEN ADDED ALON�THE PRnPFRTY I INF AT HF T(1P (1F TNF. f� r l� #f 1 Ex. House /Ex Shed /� / \ J t /'• VGA -� v't--PROP. STRIPING 'OTC �2 A £,�Tf�NC U�RFd 10' ....'. �S 40 TMf, - 4 - 7- - �.r 90, A�(£ HR, 7 B 2 D2 4441� IS '° B /NST./.• 030002206C Ex Bldg FFa 738.41 • ' ,1 0 j' Ty 2 - K F ZONED: B2 J / ! / 34Q4J �S' �• USE.• VACANT Z 070 /6 SEGMENTED % RETAINING WALL �-f , QF .• 7 1 , � I Ex. Pole ONW'-, • OH cHg, l 'D BENCHMARK pRpp t Nail In Pole kA R ki / '� • -- n..Ey, 'E k Elev-745.32 �- 0 B. R. L. PRO / Ex. Cone. \ SIGN • PROTM. \ Pad / o PROP. ATER SERVI EX. 20' Utility Easement _ EX. 20' Utility Easement !�• s - EX 20' Utili#ty ment s 6' SHOULDER .t EX -EOP EX. -EOP F..,�IRFAX� P.�AF ROUTE' � 77 X/ � / /`�%�` — �� — — SPEE POSTED t�MIT= 35 M�'.H: — 60' W fie, •, %/ - _ ..__. _ -i-.-.._ .,_....-=gEtSa-•- `9sesr.... •-'k.M%P— mma— ........ ..-....,x .en. -:r-•--.34;.... _ " MIN. 20 0 20 60 TM,f 748-7-2-47 NATHANIEL HARLOW SHIRLEY RITTER HARLOW DS.• 431, PG.- 572 ZONED: RP USE: RESIDENTIAL £x Boc 10.00 # WIDE ~� _ "-e (t } \ ( Q Q t f j LAJ F_- Scale 1 " = 20 ft W Q 0- U p Z Z •— H- W V —j �-- N U)_Z H Z W C' W :D D Q> W LL L w Q W ��� z m W C� U CL mz Z V`�mLL-aW Q i! W I.i W/ 3 y- LOIL Cy- e U O • O N ��01rn c � Cl) N 4)N to C N L .- 0 cn • co (10 co 0 , 0 Uj© v t ,.r 't LO in 3 oy�-�,� 1 i U c U E m N s LUL +' U U U 0 - 0 R N O 0 a �V) Z J W W -J BigZ0 OW 0 AyTH OF U111I G PAINTER vo0 0 �� Zl j) 0 �}� s/ONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: SS 0211024 SCALE: DATE: 1 "=20.0' 06/27/03 SHEET: 6 / 1a general backfill general backfill -` (see note) n ----� �� -�--• `•. (see ate) %A 8» 8„ •- y concret ' ;T /! ! �% 24" select backfill �24" select backfill {see note) r (see note) » g 6" 0. D. O,D. y: \; 1/2 O.D. r L 6„ 6" stone stone STANDARD CONCRETE ARCH general backfill general backfill (see note)(seenote) 0D 24"select backfill 24 select 'backfill �f y� (see note) % �f (see note) stone v' v ' Jj X O.D. 1 Y �r` -y� /2 O.D.y L- 6"016„ concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95i° of A TM D698 maximum densit y. TRENCH & BEDDING Figure 1 tnruSL block stone 4°O yy0°O°O°e O O u ><pOeO 4°O°Oa0°°op4°O >00000000°'°C°°°o°O°o°C°O°O'�00 � j0�0<000„PQO°OOtl,4 Oo OaE�cO ;4,O,P°OODi,0,0°DOa po0 O ,°°°O°O°a0o0°O°Ooao o°o°°O ;G,o,o,o,°°a4a, °aa<PP4 avail ,O,O,o°O,OOOnO°O<OOad000e0 ,a,o°°,oae°c,Dao"o,4 o°a d 6 O°J O Oy ,O•,0 .t. a°`ioDao°o°,Po°000 ohcee °O°O O P°00?00 c O •. "A" "A" 6„* grade trench 6" minimu /,✓ minimum Mh i mac form board D hine excavation limit r . (tvn r : 6" dia. schedule 40 steel pipe filled with 3 concrete and painted yellow i JJ 2 ' r"' '� trench bott0 gate valve ,y gate valve s, `/�; I & boxes r; & box undisturbed eart stone bedding � 18" dia. ��\ �y 1'-6" TYPICAL SECTION concrete TEE, WYE• OR PLUG encasement •`.` .; .i \, 3' In lieu of wood forming the fitting may be wrapped with *denotes hand excavation - i 1 th 1 d th t d t I t l d po ye y ene, an e concre e poure o comp e e y surroun D = 12 min. for 10 and smaller pipe r the fitting and against tundisturbed soil. The bearing dimensions "D" = 18" min. for 12" thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. BOLLARD DETAIL *6" minimum CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Plugs, 'Wyes & 11 1 /4' and 221 /2 45' and 90' Dia. Tees Bends Bends direction of setting to be approved prior to installation as required concrete pad 1'-6" sq. x 6" deep 2" min, - 6" may. 4" ston screw 1 type stone to be adjustable valve box minimum of 6" above top of base ' locator marker 'o°°ao°evoo�eooe stone OD O�OQO�00 meaaluas, I C \\ ,-a-a-a a_a ° 4.a 4-° ..., •�\ FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivel tee with 6" `branch -- A B C A B 1 C A B C 6" T'-0" 0'-9" 1'-0" 0'-9" '-9» 0'-9" V-3- D'-9" 1'-9" 8" V-3" 0'-9'. 1'-3" 0'-9" -9" 0'-9" l'-6"' -9" 2'-3» 10" 1'-6" 0'-9" 1'_6" 1'_0" '_9" 1'•--3" 1'-9" '-9" 2'-6" 12" 1'-9" 1'-0" 2'-6" 1'-3" 1'-0" V-6" 2'-0" 1'-0" 3'-0" 16" 2'-3" 1'-0" 3,-6" 1'-6" V-0" 2'-0' 2'-9" 1'-0" 4'-6" 18" 2'-6" 1'-3" 3'-9" V-6" -3" 2'-0" 3'-0" 1'-3" 4'-9- 20" 2'-9" 1'-6" 4'-0" V-9" -6" 2'-0" 3'-3" '-6" 5'-0' gale. (1 rods over 'fittings and embedded in concrete thrust blocks. I� u - - FITTING SIZE ROD SIZE NO. RODS EMBEDMENT 1'2" & LESS 6 2 30" 14" - 20" 8 2 36" Concrete--- ' .," I m i in Vo e F tt u 9 f thrust block in t t c o us b o cu. d. �i VERTICALND ,I, BE S size - s z 11 1 4' -1 22 2' 4 S' 90' stone beddin � �,> 6" - - - 1.3 8" - - 1.1 2.3 10" - - 1.8 3.7 12" - 1.2 2,8 5.5 THRUST BLOCKS FOR VERTICAL 14" 0.5 1.7 3.9 7.6 UP BENDS SHALL BE THE SAME 16' 0.9 2.3 5.1 - AS FOR HORIZONTAL BENDS. 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 DI-1 2' 7. NOTES B 8 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. LUGS TO BE FOR DEPTH GREATER THAN. 10. USE STANDARD L21/2%21/2"x1/4" CAST WITH COLLOR DI-1A. A A 10'-4"LONG CAST GALV. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS WELD ALL IRON STEEL AND SPECIFIED ON THE PLANS WILL BE MEASURED N CONNCETORS Est 3 (43s L N OPTIONAL FROM THE INVERT OF THE OUTFALL PIPE TO THE TO COLLOR NLLes• O G INCLttIN TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE ONE WELDED Lucs N_ BRACE RIBS JOINT L�c�Rs 1/2 APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND "xl1/2%4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY n 1 /2"x4" STUD--- ` THE CONTRACTOR FROM FIELD CONDITIONS. SHEAR CONNECTORS V) 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS Z 9t/2` •-�-,� 12"* TO BE SHAPED IN ACCORDANCE WITH STANDARD 4'-2' N IS-1. THE COST OF FURNISHING AND PLACING ALL PLAN MATERIALS INCIDENTAL TO THE SHAPING IS TO BE (GRATE fin) SECTION B-B 3/8 INCLUDED IN THE BID PRICE FOR THE STRUCTURE. � COLLAR DETAIL* 2I/2" 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE - IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED -- 2'-2" `--- ,�` CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR 2•-7" (1 • PONDING OF WATER IN THE STRUCTURE. THE COST 3"0 WEEP HOLE OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED s s COLLOR- 4" DEPTH AGGR. #68. IN THE BID PRICE FOR THE STRUCTURE. N 2" Mom' #78, OR #8x6" WIDTH 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. t 2",15", I8".OR 24"3" D F, 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. e {,` b, •` s `� ' • •.+• . , " 7. #4x$" SMOOTH DOWELS AT APPROXIMATELY 12" a{�--L C-C TO BE PLACED IN ALL AREAS ADJACENT TO SECTION A -A N ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN a' LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED. CONCRETE QUALITIES FOR MINIMUM DEPTH SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. 12" CONC. PIPE-1.440 Cu. Yds. CONCRETE 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC II/2" D 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE tc 12- HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE I' , _ y• 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE SECTION D-"D WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE -�i 3/4" W 11 /4' OUTSIDE OF THE STRUCTURE. SECTION C-C 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 STANDARD DROP INLET GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. 12 2 4" PIPE: MAXIMUM DEPTH (H )= 10' APPROXIMATEON EIGHT 10. ANY ALTERNATE METHODS OF 'ANCHORAGE ��TO A GRATE 363 A 181bs. MEETING THE APPROVAL OF THE ENGINEER MAY BE VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN 104.01 HEREON. END --SECTION 12"-60" PIPE HUB END ON OULET END -SECTIONS SPIGOT END ON INLET END -SECTION fi X CONCRETE TO BE 4000 PS MINIMUM PLAN LEMON °F' DIAMETER }----C « . - OF PIPE SECTION X-X END VIEW 1m z LLI W p- ( <� ct cr' -_1 c_>? -�U v�+Q i c7 ,t; c- \ C) t- 0> to ALTERNATE END -SECTION 12"-60" PIPE HUB END ON OULET END -SECTIONS SPIGOT END ON INLET END -SECTION L;j J X X F_ CONCRETE TO BE L _ J 400D PS MINIMUM PLAN _ _DIAMETER�- ,_ _�- _ ,_ "._ B---• - OF PIPE C*4 v • Z -STEEL FABRIC RONFORCEME J / sA ZF- ` LLJ Z /1/Q F- -PAY LINE- SECTION X-X END VIEW W < 0 W fA � --- E�T/PN lvl mfw MSt MD CMW D1M NSYONS _ -- _£ V U 11-/ a-! ?- Z W _ / -0 f1 a -J -f0 a -! 2-6 �++• 19 9 '-? - 7 - s - - le 9 -J -7 -! J - e 5 71 9 1 4 ?-ff 1-f -O e f 9 -11 3- -J J-e T 10 4- ?-f a-1 I- 7 I-6 ..� !- -e 1- JI a-1 ♦ r- t- e-f /- ! t -0 40'- fQ 12 WT !- ,.:f!� Jr ?-t° .r C-f ♦ e- MeJ- - -JO a-f J ♦ e-0 X M X Z .L. or'-a-8 W J\ ?-o F- -J '�`.S"•- ?-9 r .r - I s 7- 1r 1- - ?-Js -r 7- � cost iron cleanout cap with < L /1 brass plug must be 8" from R -PAY LINE-- NOTES: F- the top of the screw type -,.. C w L�l adjustable box . finished rade Q ----8----�- PIPE FLENGHTS SHOWN AN PLANS ARE � BASED ON END -SECTION DESIGN SHOWN 7„ , ON THE LEFT. IF THE CONTRACTOR ELECTS a !L TOg" ON square concrete skid pad - � THEUSE RIGHT. LENGHTSTHE ALTERATE WILLL BE R DUDESIGNOCED BY « 20" x 20% 6" deep THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL ■ cost iron cleanout cap with top of manhole at grade in pavement areas VBHH77-15BHC-11-77 1 -6 runless otherwise directed to shall be set 24" SPECIFICATION VALCO, Inc brass plug having a (top REFERENCE " n ■ 2" custom setter aQ4 Fig. No. 71BOB countersunk square head square skid pad 6" thick - min. above grade in easement areas} FLARED END -SECTION FOR 12 -60 CONCRETE PIPE CULVERTS 102.01 O (meter by FCSA) �[�[�� with lid marked Ponello Model PA4SV-CSK (4") 302 U C7 "SEWER' 'f r"'''�% `'` } ,`f/�lf'.!r i✓i i NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES-1 N cast in place standard flat C� ` `` access door, top for 4' centered in top It diameter I SDR 21 - cleanout pipe 3/4" x 2" butyl C) (see note 1) manhole joint sealant ° P 3/4" concrete anchor bolts (4 each} ♦/': N L j I` y bottom section-- -► V /� u) 0 C varies 2' max• of box e 35" ;may. " 41 N u1 = finished adjustment rings .(11 mox.) � 0 at property line °►� (see note 2) grade brick base "; s O co co p SDR 35 spigot by SDR Ir p a> /., /,/y�. 21 gosketed bell adapter 0 skid pad---- by y( SDR 35 ° • , . o L0 v gosketed bell _0 > .� c Wye see Hate concrete ASTMC-150 ° roadway box Y ( ) SDR 35 gasketed 4000 EXPANSION JOINT FOR DETAILS OF INLET EXPANSION JOINT KEYED BARS D . C 'p psi FRAME do COVER SEE CONST. 3' riser section sanitary sewer main bell 45' bend BACK OF SIDEWALK n 4; o Q 2" CTS ��for 4' diameter SDR 21 e S G"-� STANDARD IC-2. JOINT R G �1LpROACH - ( yp•) - s g •n a' WARPED U v p O polyethylene tubing LU N manhole withCL 12" or 16" t ,-- - -4"BARS C_ " r 6"• `�' t PET 200 psi w .., f .S 5 waterproof coating -- aARs F B� 1 c GUTTER 0 (PET) i7 / cutouts Wx�`' c W SS inserts at all ::..: , CS-55 by Conseil 1 " nominal size RV 30 butyl B"R '� C `-; z ° L: Zo z N SUBBASE �9- ~ onnections - ,. .. . , ,.. . joint sealant applied between I " o°oW o BARS F HARDWARE joints and on exterior side of N a„ n �.. r°oW CLOTH Z N 3' min -� joints xn �� r,. SEE NOTE 8 °• WEEP HOLE ■� 6" stone bedding joints are to be BARS U F BAR A FACE OF CURB „ -OPESSEE a sealed with "0" ,°° , w N GUTTER -2'-8" 2" :min. NOTE : If top of sewer main is greater ring gasket CRACK JOINT CONTROL CRACK JOINT CONTROL -3'-0' r - - 4'-O"-- •.., . ..,a:.. addle with r I _ than 15' deep, then Wye and bend g g - 2 -o. `- corporation .stop p' y variable 6' MIN. 6' MIN. SECTION A -A r, to be heavy wall SDR35. - 4'-(j" -10' MAX.- PLAN ,o' MAX. - MAY. support blocks - = BARS A _z water main SEWER CLEANOUT + . Lo. ° 1 `III IN under custom setter -pipe to manhole connection to � -'--2'-to" �+ 1-- LW 6" stone bedding Figure 17A LJ be by flexible sleeve a" Ay-_ _ __ - _ °i �' "-2" ti f 3' `s Z ball valve curb stop 5" Q -- 2'-0" ------L-VARIABLE - MAX. 20' e 3'-0"� s� - Cserts d SS invert channel to provide a Z O with PJ (CTS) both smooth transition n to out, N _ _ - CpNS T. -- WARPED GUTTER O Z inserts and MIP 3'-0" min. a KEYEDZEE ends [B44-777 wg SS plastic plug for all connections 2' max. 4'-0" max. BARS G. : _- - -- - "�- JOINT } ! APPROACH GUTTER U W inserts; with 2" gate Q' T- -BARS F BARS E "�- BARS B ,• , to of lbench-wall same elev. precast invert or grout bottom !"`� »'1 . p 3"o BARS valve operating nut NOTES: o.' Y #x, as top of pipe _� HOLE » to form channel s*'r Dr2 '' FRONT ELEVATION -0" 6 1. Access door shall be by Halliday Products "� ` �,''i'�-�tit+,1'8"V SECTION B-B� LTH OF '6" (GUTTER REMOVED) 4. Yj or our approved equal ° A 1.2 Ie ° 2.5"x.25" ° ' • : 5" - GALVANIZED rr a) in non -traffic area - model no. S1R3030 ;o / 2.5" b) in traffic area - model no. M1R2424 '. ` • •' '. ° 5x,/a" BENT / v! • <� • ' , ..° • °. 8" PLATE , ' ,,,: S+ + p T� t�Tuv A'��p r ' •• ° ° 5'x 4" STUD SHEAR U I mom Il 1 PAIN Gib 9 I/4"R ,,••8" ,.. CONNECTOR WELDED 6" bedding stone TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 3c CG-7 STANDARDS. TO ANGLE IRON AT N 1 60 2. Water service crossing street: TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B 2' C-C. a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. GALVANIZED PLATE FOR TYPE A TO BE BENT QN M ANGLE OF 68'30' v17A0 d W� The piping shall run from one foot beyond sidewalk, WL0[1CT?BEANPLAI? 1 2yo�EQ wrrH t/2 xa STUD SHEAR 4 NOSE DETAILS 2" "1 �O t; APPR. PAVEMENT across street, to one foot beyond sidewalk. NOTES: 1. Manhole sections shall have on external coating of approved polymer film water proofing prior to installation. WARPED PAVEMENT CUTOUT DETAIL b) Install 12 gauge insulated capper wire (for line tracing) 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of DI-3A DI-38 DI-3C 6s10NAL (typical) water proofing. from Corp. stop to into he meter box [ wrap wire around g' f`--L°- -_ ----_L-.. --L Corp. stop; wire to be toped to top of PET of 10 foot 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. I SURVEY: C. I.: 4. Skid ,pad to be placed around manholes located in shoulders of roads. intervals; come up into meter box and terminate level �- -__- -_ �� PL-PLC 2' with ongle ball valve]. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. i FL _Flow FL see. DRAWN BY: JOB NO.: 1 1/2" and 2" METER INSTALLATION FOR u- IN SAGS ADJACENT WHEN USED FOR USE ON GRADES !..._`._._-__ BOTH SIDES TO BE ADJACENT TO CURB Figure 6a STANDARD MANHOLE Revised SYMMETRICAL WITHOUT GUTTER TGP 0211024 Figure 12 Oct 2003 SPECIFICATION SCALE: DATE: REFERENCE 23 i STANDARD CURB DROP INLET 12"-30" PIPE: MAX. DEPTH (H)=8' 104.09 N/A 06/27/03 NOT TO SCALE VIROINIA DEPARTMENT OF TRANSPORTATION Di-3A,36.3C aPROP. DI-1 TOP= 73640 18"0 INV. IN= 734.90 18"o INV. OUT=734.87 OPROP. DI-3B, L=6' TOP = 741.70 8"0 INV. IN=737.23 12"0 INV. IN=736.90 18"0 INV. IN=736.40 18"0 INV. OUT=736.20 PROP. DI-3B, L=6' TOP = 742.70 12"0 INV. IN=738.35 18"0 INV. IN=737.85 18"0 INV. OUT=737.70 PROP. DI-213, L=6' TOP = 744.80 12"o INV. IN=741.00 12"0 INV. OUT=740.80 OPROP. DI-3B, L=6' TOP = 746.50 12"0 INV. IN=742.50 61 PROP. DI-36, L=6' TOP = 741.30 INV. OUT=737.30 C1 18"o ES-1 INV. IN=738.00 50 0 50 150 Scale 1 " = 50 ft r V \ \ PROP" d9�5$'-18'c+ RCP. V\ f-- CL. NI O 1.45% Slope \ `7 f / � PROP:' 2TJi.4o -1 RCP,- \ NI O 1,36% Slope r.� '` '� V -- --- L--� i f PROP. 150,Q0' �v- •PVC; " f' \ -� _ \` e r SDR-2t3 O b Slope $ 0 INV.-740.73 \ ti r ..................... 3 J A \ \ \ \`� _ .,,, ,� ter" � - .a � � � \ ' \� \! •� `� \ t ) t \ ROP. 51.76 -12 0 RCP, Z \ \ \ \ PROP. 103.20'-18"m RCP, CL. III O 2.90% 'Slope \ \ CL. 111 O 1.26% Slope j PROP. 24.00'-18"0 RCP. PROM. 123.03'-12"0 \ RCP" 4 CL. III O 1.25% Slope CL. 10 O 1.99% Slope i 10 � r r r r .. STORM SEWER PROFILE A-E SCALES: (H) 1" =50.0' - B C E A D 7551 755 NOTE: CUT PIPES NLLDLU TO INSTALL DI-1 OR OPOSED GRA DE 750 _ 750 NOTE: XISTING GRADE PROF. UGG - 3KALL-BE- INSTALLED ALL LS_PRQV DE 745 _CR0_1:ZU 1 " IN A TIN __ _ 745 740 5 .76'-1 TO RCP 740 ~ 735 �,� . CL�l ® 1.99% SLO 735 III 0 1.26% SLOFE PR. UGG 7301 1 PROP. 89.58'-1 R P 730 J L. III .4 0 EX. 8"O RCP SEW. Cnq I a;4(6 I MOOT I 00 I In - M I -- Q Mto � � 11 0 d a_ II ~ it II ~ a_ 7 II 0 -O w o -O -O _ --- r --- co- O a CA S & 6 rn 9 =9 a_ e s i\ s + Ila-- F- r- H t� p@ _- .- f- r- + '+' •+' r 10+00 11 +00 12+00 13+00 14+00 q-2A,2B.2C EXISTING OR PROPOSED SMWAK SEE NOTE IS OMAN" JOINT BACK OF SIDEWALK EXPANSM JOINT �� j r.. (F-r A BARS A-i a� C I �J 5« f GALVANZED W 3" OHI WEEP SEE N s GA.V. L2�x Yi'x'/�" I-o•E �« 8'-8" LO GALV. 14C=2 3' 2« :m C-C D D BARS B �0 WELDED a 10" C-C JGINTS ' TYPICAL BARS C a 8" C-C i' 12" z" cc BARS A a 10" C-C I---E SECTION B-B COLLAR I 4" 2r_0•, N BARS A-1 L 21/i'X2%zV/4" m GA.V. N cA v. IJcsx12 r_ « o a SECTION D-D > i BARS E a 6" C-C WELD BEFORE BARS 9-1 GALV. a 6 C " 8" GAL - WELD ALL Iecsxi2 SSTD SHEAR SECTION C-C TOt LAR TO COCOLLAR. &DECREASE To r EN WUSED SECTION E-E WITH MEDLAIC� WARPED GUTTER APPROACH GUTTER a 5" CI 7" 1 L 21 rrX2 "XV4.1 1 1 I i ��w N'.' - ••Of EE�E. 5"XV4" j I I j N r BARS A-1 SEE NOTE 8. BENT PLATES +L GA- * -P C-� 9.222 FOR USE' ON CRNJES `1 !y 10" BARS-C a 1 �1/s' STUD 3;2 C CONN. TO AN q-2C f ` 1 BARS V a 2' C-C. TYPE A TYPE B ' STEPS. SEE NOTE 5 NOSE DETAINS FI�Gw ; FLOW 8« - 8" TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. , TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. FOR USE IN SACS SECTIOM MA GALVA A PLATE FOR TYPE A TO WITH ON U ANGLE Of S4' A/O IS TO BE AMCHORID WITH z"x' STUD BOTH SIDES TO BE SYIiETTUCM_ FOR STEP DETAILS SEE STD.ST-L� CtMaECTORS WELDED TO BENT TE AT 2'C C. SHEET, OF 2 STAWARD DROP INLET TION 12" - 2411 PPE: MAX DEPTH (H) - 9' 233 T0403 VIROW OEPARTMU OF TRMSPORTATION 302 STORM SEWER PROFILE B SCALES: (H) 1" =50.0' B B1 755 755 750 750 EXISTING GRADE 745 745 PROP. RETAINING `v WALL 740 740 18"�s STM. SEW. ' -120 RC 735 , " MIN. CL. PI ®' .36% SLOPE 735 PR. UGG 730 730 0 J if J m N m ~ a_ '00 __-a O z - > - a_ > > •- h 0 z- -- q- II z + F- 00 r- f- z 10+00 11 +00 302 IS-1 SLOPE TO DRAIN TO INVERT ACTION A -A OF OUTLET PIPE )F TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VitciaA DEPARDAENT OF nW4%"rTATM 106.06 STORM SEWER PROFILE C SCALES: (H) 1" =50.0' C C1 755 755 750F 750 EXISTING GRADE PROPOSED GRADE 745 745 740 740 12 "0 STM. SEW. 735r 735 ROP. 4.00'-180 RCP L. III 0 1.25% SLOPE 730 730 0 J m I M t\ r p T,•1 � a: II �O--OLL ►� N>» 0 --- z O�&& a + �-t- c- a••- + - 10+00 11 +00 I I 1 Ca try (n { Y CrZ L`? Q U c ct r c 1 I In t W V) LW °' W Q Z 0� U V �� J �-- N V) _Z �_ Z LiJ C� Z = J� �Q 0 LLJ ZOf W U)U �� �W LLJ Z �Q 0w W ~ w �aL. L^jV) 0 C L. cy-O 0 a- J 0 N n �(0 In CN 0) 0) C t` h _y . N � If) C N CV L ca CO 0 V)�� CO p moo® �r � ti C li co_ ,E W � t N U p ~mow ZN a� o C� In z J W �W V� OZ UW � TItrI0T1 `t8 �� � No. 260 ,��' , o� G�{ �`ss I0NA1, SURVEY: G.I.: PL-PLC 2' DRAWN BY: JOB NO. TGP 0211024 SCALE: DATE: 1 "=50.0' 06/27/03 SHEET: 9/10 STRAIGHT SPLIT FACE CAP UNIT ADHERE TO TOP UNIT W/VERSA—LOK CONCRETE ADHESIVE a Z 0 VERSA-LOK MODULAR CONCRETE FACING UNITS i i IMPERVIOUS FILL 12" DEEP ' DRAINAGE AGGREGATE • " 12" THICK MIN. GENERAL NOTES FIRE LANE SIGN 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. N.T.S. 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4. SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT GEOSYNTHETIC REINFORCEMENT PER THE DESIGN STANDARDS AND PARAMETERS, SEE MANUFACTURER SPECIFICATIONS 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED FOR LENGTH, TYPE, AND SPACING GRAVEL, 6" THICK MIN, 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL RETAINED BACKFILL HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN III_ —II 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW —I I FINAL GRADE IN FRONT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) APPROX. 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM EXCAVATION LINE NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. SEE MANUFACTURER'S SPECIFICATIONS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED. 14, GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND REINFORCED BACKFILL WRITTEN SPECIFICATIONS. COMPACTED 95% OF MAXIMUM 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE STANDARD PROCTOR DENSITY UNDER CONSTRUCTION. / 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL j\\%/ 4" DIA. (MIN.) DRAIN PIPE BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. OUTLET 0 END OF WALL 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION •� OR ® 40' CENTERS MAX. INSTRUCTIONS AND WRITTEN SPECIFICATIONS. -I I (— SLOPE TO DRAIN (1/8"/FT.) -III-III-- (I I W/FILTER FABRIC IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR =III- _ IMPERVIOUS FILL MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH —12" x 18" STD. '0" x 30" STND. HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUN STD. U-CHANNEL POST STND. U-CHANNEL POST O l u l o ROP. GROUND PROP. GROUND O 30" NOTE: COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. "STOP" SIGN DETAIL NOT TO SCALE -1 " GRANULAR LEVELING PAD THE CONSTRUCTION OF THE WALL. TYPICAL PIPE BEDDING DETAIL 6" THICK MIN. TYPICAL SECTION -REINFORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE: NONE DRILL FENCE POST CONTRACTOR TO CUT HANDRAIL POST HOLE OR HANDRAIL POST NEAT HOLE IN CAP FOR IN CAP POST FILL W/CONCRETE ' REBAR (TYP.) REMOVE BACK OF 12 � 18" ® BLOCK MIN. I CAPS CONTRACTOR MAY BREAK OFF ' R REBAR A BACK OF UNIT TO INSTALL POST 6" MIN POST DETAIL- PLAN VIEW POST DETAIL- SECTION A -A TYPICAL HANDRAIL AND/OR FENCE POST TYPICAL HANDRAIL AND/OR FENCE POST SCALE: NONE SCALE: NONE Dir.iun( c 3/4 " SCrBAC VERSA —TUFF PIN 2 PER UNIT EIVING T PINNING DETAIL CROSS SECTION SCALE: NONE PIN HOLES AND SLOTS FOR 3/4" jj SETBACK WALL CONSTRUCTION 14 - ►I >6" I 16 " s a; n • ` �_ tQ 4 12-—1 VERSA—LOK UNIT UNIT DIMENSIONS <Y'AI c• r inni(7 DRAINAGE AGGREGATE ---.- , - PERF. DRAIN PIPE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE ,9�•J 101 3 STORM SEWER PIPE STANDARD PIPE BEDDING DETAIL N.T.S. SANITARY SEWER LATERAL O.D.+16" � N.T.S. COMBINATION 6" CURB & GUTTER I—C N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6+ r---1 2;�t - ...i .• ... .4:v _ 6" 2'-0" I e CG--6R COMBINATION 6" CURB & GUTTER REVERSED OPEN JOINT AT 40 FT. CENTERS N.T.S. DRAIN DETAIL-- - -„R —T WALLS OVER 4' SCALE: NONE PIN HOLES FOR ` • ' VERTICAL WALLS _ SPLITTING GROOVE 1 6"--I--2'-0" I FOR HALF UNIT SPLITTING GROOVE FOR o FREESTANDING WALLS CONCRETE SIDEWALK DETAIL PINNING SLOT FOR FREESTANDING WALLS CG-6 2" STL. TUBE (TOP RAIL) 1" STL. TUBE 0 4. 5" o. c. 1" STL. TUBE (BOTTOM RAIL) TOP OF RETAINING WALL 2" STL. TUBE @ 6'-0" o. c. N.T.S. EXP. JNT. MATERIAL SEE PLANS Slope: 1 /4": 1-0" d d C.. 0 0 0 0 040� O�O0�00 O O d 000 000000n0n000n0n �0onon000' C _� , _II��-�1 CG-6 or CC-6R (Typ.) 4" CRUSHED STONE w (3000 PSI) 4" CONC z X W FLOW LINE 2' CURB -CUT 2 T-12„ r� OR FLATTER 1 CLASS 1 OR CLASS 2 DESIGNED STONE SIZE SMOOTH• .• • UNDER FILTER k FILTER FABRIC • .FILTER (4" MIN. THICK) SAND AND GRAVEL \\� KEYWAY AT • OF •TYPICAL SECTION - PEDESTRIAN SAFETY RAILING CURB -CUT W/ N.T.S. PAINT FLAT BLACK RIP —RAP INSTALL ON WALLS AS DIRECTED BY THE OWNER N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL STONE AGGREGATE TURNING LANE TYPICAL N.T.S. AISLE & ROADWAY & PARKING STALLS TYPICAL SECTION 2" SM-12.5AL BIT. CONC. SURFACE COURSE.................. 6" 21-B STONE BASE - COMPACTED SUBGRADE — �- TmmI _ HANDICAP PARKING DETAIL �- N.T.S. HANDICAP SIGN DETAIL N.T.S. 12" x 1$" STND. i RESERVED RESERVED PARKING PARKING I C' Z to STD. U-CHANNEL POST VAN I I ct ACCESSIBLE I I U } I LLJ L1 PENALTY Stop-500 PENALTY �10p-50p � TOW -AWAY ZONE TOW -AWAY ZONE Q' I Q I I VAN HC I ACCESSIBLE SIGN I _ PROP. GROUND SIGN CO I I NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 2. HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY OWNER. DIUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. 2x6 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 0 U Q Z 0 U 8'-4x4 POST @ 8' O.C. _ 0 U w J h F- 2x6 BOTTOM. RAIL F— CV Z_ ATTACH RAILS TO POST H- Z W Q (' PROP. GRADE W/ 3-1 Od NAILS (EA. RAIL) jz Z) Q �•c=0� ■F- Ld �,� w �/ 1 6y z U ^ " - 12" DIA. POST HOLE, - ^ "' �'� � Ij' FILL W/CONC. w Q NOTES: 0 NL > W ^ L ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. m X Z = ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. < 0 m FINISHED SIDE TO FACE ADJACENT PROPERTY. 'Q u j CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. _ THIS DETAIL SHALL BE USED FOR THE ENCLOSURE U Q C1 (1) FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER w ii W PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL 00 POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. a 0 ENTRANCE PAD & DUMPSTER PAD DETAIL C, N.T.S. ace AS SHOWN ON PLANS • N a� Slope: As Per Plan •+ � NOTE: N I Ln c O O OO O O THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR N i O O O O O O O THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. a cD o ;_l-111 am �_I �m o C)6' STONE BEDDINGL mj 6" TYPE "A" CONC. (3500 PSI) C) 6x6xW2.9xW2.9 WWF ° E ° (2" Min. CLEAR) uj a)U) - S t � U p Cu I.T O _ li w AREA LIGHT DETAIL Z 0 3: w _z N,T.S. N —� SEE SITE PLAN FOR LIGHT LOCATION(S) -y ALL LIGHTS SHALL BE POSITIONED R _ TO PRECLUDE DIRECT ILLUMINATION OFF —SITE I 0. <Y 3/4"x16" THREADED ANCHOR BOLT (TYP) 0 COORDINATE SPACING AND NO. z cr_ REO'D PER STND MANU. F- w FPROPOSED GRADE � Z (n 3 �` O:LLZI u W ' •r 1-24" DIA-1 I 0- U flmO No. 260 LATER a 4—#6 REBAR-3" MIN. CLEAR CONCRETE (3000 PSI) 08 It 8)0 3G\�Cyw 8„ sSIONAL #5 REBAR 0 8" CC EACH WAY SURVEY: C.I.. 48"x48"x8" CONC. BASQOTE: PL—PLC 2' 3' Min, SEE ARCHITECTURAL PLANS DRAWN BY: JOB NO.: FOR SIZE, TYPE, AND LOCATION. TGP 0211024 SCALE: DATE: N/A 06/27/03 SHEET: 1 0 / I1 0 CURB ABBREVIATIONS ARBY'S RESTAURANT AND RELATED SITE IMPROVEMENTS PROJECT: ARBY'S RESTAURANT AND RELATED SITE IMPROVEMENTS FAIRFAX PIKE OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VA ENGINEER\ PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER OWNER & DEVELOPER: EASTER MANAGEMENT, L.L.C. P. 0. BOX 1129 FRONT ROYAL, VIRGINIA 22630 (540) 869-7062 SURVEYOR: PAINTER-LEWIS, P.L.C. 302 S. BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: ELLIOTT RITCHIE PARCEL INFORMATION: PROPERTY ID NO.: 74B-7-2-D1 SITE AREA: 1.0904 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: FAST FOOD RESTAURANT CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 1.0904 Ac.=0.9268 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: FAST FOOD RESTAURANT: 1.4 SPACES PER 100 SO. FT. OF FLOOR AREA PARKING REQUIRED: 3,562.29 SQ. FT./100 SO. FT. X 1.4 = 49.87 SPACES 50 SPACES TOTAL 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED FAST FOOD RESTAURANT FRONTAGE: 173.95 FT. PARKING, PROVIDED: 48 EA. REGULAR PARKING SPACES 5 EA. STANDING PARKING SPACES 53 PARKING SPACES TOTAL PROVIDED (INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 3,562.29 SO. FT. (0.0818 ACRES) PARKING/DRIVES: 27,075.38 SO. FT. (0.6216 ACRES) CONCRETE WALKS AREAS: 1,457.51 SO. FT. (0.0335 ACRES) CONCRETE SLABS: 781.92 SO. FT. (0.0179 ACRES) TOTAL IMPERVIOUS AREA: 32,877.10 SO. FT. (0.7548 ACRES) F.A.R.: F.A.R.: 0.0818 Ac/1.0904 Ac = 0.0750 < 1.0 OPEN SPACE: 1.0904 Ac. - 0.7548 AC. = 0.3356 Ac. (14,618.74 SO. FT.) (30.8%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SO. FT. Of Impervious Area Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SO. FT. Of Impervious Area: 32,877.10 SO. FT./2000 = 16.44 => 17 TREES (Required) => 17 TREES (Provided) Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge) 5% Interior Landscaping Islands: 27,075 Sq. Ft. X 5% => 1354 Sq. Ft. (Required) Landscape Islands: => 1480 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 50 Parking Spaces/10 => 5 TREES (Required) => 5 TREES (Provided) BUFFER: CATEGORY "B" BUFFER ALONG ADJACENT RP PROPERTIES. - 136.78 LINEAR FEET OF BUFFER. - SEE PLANS FOR NUMBER, TYPE, AND SIZE OF TREES AND SHRUBS REQUIRED. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTING (SEE ARCHITECTURAL PLAN) AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND FOOD PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. =ID IR AL 10 37H C7 1 9 w He H A TM#: 74B-7-2-46 CHARLES A. STROTHER, JR. 4B-7-2-47 PAMELA P. STROTHER /NATHANIEL DB: 854, PG: 1047 HARLOW / ZONED: RP SHIRLEY RITTER HARLOW \ USE: RESIDENTIAL / DB: 431, PG: 572 \ / ZONED: RP I USE: RESIDENTIAL TM#: 74B-7-2-48 f RETA H. PALMER DB: 769, PG: 1130 ZONED: RP USE: RESIDENTIAL S 85018 49" E 136.78 - - TM#: 74B-7-2-D1 / EASTER MANAGEMENT, / TM#: 74B-7-2-D ® � 1 ;9 �/ r f l j,LC DAVID L. WRIGHT INST.#:030001025 / DB: 731, PG: 258 � ZONED: B2 0 -! ' /,/P ZONED: B2 USE: VACANT EX. USE: VACANT TM#: 74B-7-2-C �- PR. USE: RESTAURANT RED APPLE, INC.-' ,, AREA: 1.0904 ACRES DB: 585, PG: 582 r ZONED: B2 °j 7 USE: VACANT / °�� ®� y /c TM#: 74B-7-2-D3 B.H.R. PROPERTIES, INC. pi- / INST.# 030002206 ZONED: B2 USE: VACANT ,o TM#: 74B-7-2-D2 c B.R.H. PROPERTIES, INC. INST.#: 030002206 ZONED: B2 USE: VACANT ® _ S 89°3244 E 173.95` e - FAIBFAXPI"60' R/W BOUTE 277 TM#: 85B-2-1-3 TM#: 8513-2-1-4 TM#: 85B-2-1-5 JOHN & LINDA WATSON ALFRED & WILMA JENNINGS LINDA HOBBS & MR. & MRS DB: 523, PG: 331 DB: 802, PG: 1154 SOBEN ZONED: RP ZONED: RP DB: 110, PG: 1518 USE: RESIDENTIAL USE: RESIDENTIAL ZONED: RP USE: RESIDENTIAL PROJECT OVERVIEW 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. ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOoR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND LPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). I LIST OF DRAWINGS: I SHT. 1 /10: COVER SHEET SHT. 2/10: GENERAL NOTES, CONSTRUCTION NOTES, AND MISCELLANEOUS DETAILS SHT. 3/10: SITE LAYOUT AND UTILITY PLAN SHT. 4/10: SITE GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHT. 5/10: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHT. 6/10: SITE LANDSCAPE PLAN SHT. 7/10: SANITARY SEWER LATERAL & WATER MAIN PLAN AN:D PROFILES SHT. 8/10: SITE UTILITY DETAILS SHT. 9/10: STORM SEWER SYSTEM PLAN AND PROFILES SHT. 10/10: CONSTRUCTION DETAILS SSITE PLAN P .OVE "® Z' � A J__ f� � 0 �1/ //0 ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL OF L PAINTER=LEWIS, P.L.C. TWO PAINTER - 302 South Braddock Street, Suite 200 o. 182 A - Winchester, Virginia 22601 -__ Telephone (540)662-5792 A;Po�bc 05/03 W _ Facsimile (540)662-5793 �SSIONAL Email: paintlew®earthlink.net CONS'ULTlNG JOB NO.: 0211024 SHEET: ENGINEERS JUNE 27, 2003 /10 Latest Revision Date: SEPTEMBER 8, 2003 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. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET 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 U.S. ROUTE 277 (FAIRFAX PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION. SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1 TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED CEO -TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MANHOLE, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. A NEW 2" WATER SERVICE WITH AN 1j" METER ASSEMBLY AND VAULT WILL NEED TO BE INSTALLED FOR THE RESTAURANT. THE WATER PIPING SHALL BE 2" DIAMETER POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN, 5. THE EXISTING 8" DIA. WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21 AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE SITE CONTRACTOR SHALL INSTALL ALL WATER AND SANITARY 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 ASSIGNED INSPECTOR AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. a) WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH CORPORATION STOP AND MAKING THE TAP. b) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG STUB PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. c) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1, THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE RUNOFF FROM ON -SITE RESULTS IN A NEGLIGIBLE INCREASE FROM THE EXISTING CONDITIONS ON -SITE. THE EXISTING DENUDED LAND AREAS PRODUCE A HIGH RUNOFF COEFFICIENT AND THEREFORE A SMALL INCREASE WILL RESULT FROM THE DEVELOPMENT OF THE FACILITY. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. 'THE BUILDING ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE STORM SEWER SYSTEMS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CC-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. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION). 3, THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. Al 1 7.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS, 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING AREA OF THIS SITE. 7. THE GREASE INTERCEPTOR SHALL ONLY SERVE THE KITCHEN WASTE FLOWS. ALL OTHER SANITARY SEWER PIPING SHALL BE CONNECTED BEYOND THE GREASE TRAP INTERCEPTOR. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST, SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6 SIZES SPECIFIED 'IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET TH'E 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%72". 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. '* PR. STREET OR a AISLE APPROACH TO CG-11 W A J BE THE SAME AS MAINLINE ROADWAY. (RADIUS TO BE AS SHOWN ON PLANS) O /DAnII IC Tn DC Ac \ \ O' IVII i C. tilt/ I D - L -V OR AS SECTION. PLAN ON TYPICAL PLAN VIEW 10' 8% MAX EDGE OF SHOULDER OR _ --PARABOLIC { SLOPE CHANGE OPTIONAL FLOW LINE CURVE MAINLINE ROADWAY i `711=11° CLASS A3 (H.E.S.) CONCRETE SECTION C-C 6" ANSION JOINT 8% MAX. 5' _ - _-_---- SLOPE CHANGE D MIN.'40' MIN. FOR STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM (500-1500 VPD) <3% 6% LOW (LESS THAN 500 V D) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-1 1 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PVMT. WHICH CAN BE OMITTED IN THE ENTRANCE.) ® RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER, VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV 7/95 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. PAGE 1 OF 1 V5. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY, IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER 1n TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN O CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6. 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. V7. 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. V8. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK 15 TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. CG-128 5 MIS V Tf > o , CROSSWALK 021 A -I _-' CONSTRUCTION JOINT P � CROSSWALK A -E- TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7" WHERE STD. WITHIN CROSSWALK CG-3 CG-7 IS USED, STD.CG-2 NOTES OF TWO SLOPING SIDES WITH 60" X 60" MINIMUM OR CG-E - ®8" THIS DESIGN NCOROPORATES A RAMP. FLOOR AT BOTTOM PLACEMENT STRUCTURES IS CRITICAL. STD. CG-2 OR CC-8 48 11 DIMENSIONS. OF DRAINAGE CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL 20 '1 DETECTABLE WN01NG RMACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE 4" PRECAST OR CAST N PLACE), THE DETECTABLE WARMING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE _ FINISH . RAMP SHALL NOT EXCEED A MAO" SLOPE OF 12:1. SLOPING SIDES OF CM RAMP MAY BE POURED MONOLITHICALLY WITH RAF FLOOR OR BY USING SECTION A -A PERNSSBLE CONSTR XYM JOINT WITH REQUIRED BARS IF MW FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SM CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETt SHALL •5 DOWELS, 8" LONG Ill 12" C-C PERMISSIBLE BE CLASS A-4. P ERMIS REQXNNIED BARS ARE TO BE No. 5 x 8" PLACED P CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP �Lf)� M.t CONST JOLT FLOW. MID-WTH OF RAF FLOOR- MINIMUM CONCRETE COVER /t/t'- OR / MAXIMUM / CUN RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SOQWALK AND EXPOSED AGGREGATE SIDEMWALK,COMPLETE-N-PLACE. CuRwCM ND CUTTER SLOPE TRANSITIONS ADJACENT TO TO CUM RAMPS ARE INCLUDED IN PAYMENT SECTION B-B FQR CWWClJD *0 GUTTER. 00 USED M CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FADE ON THIS STANDARD 15 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION - CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HXSHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NONEXISTENT THEY MUST BE LOCATED WITMN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS OR AS DIRECTED BY THE ENOIIEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIES. UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL AC/ESSISL.E ELEMENTS OF A EXISTING LK(HT POLES. FIRE HYDRANTS, DROP KETS„ ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MON LITN IMPAIRMENTS PARALLEL CURB RAMP I (ACCESS FOR MOBILITY IMPAIRMENTS) ,OS 501" VOGNA DEPARTMENT OF TRANSPORTATION 203 06 CO -0" MI '-0' MIN fQoo a C A I I CA049MA1k TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ® 7" WHERE STD. CG-3 OR CG-7 IS USED. 6"F 8'- 0 4' -0"- ST'D CG-2 OR CO-6 12.19; MAX. 48:1 MAX. 20:1- ov MAX.) SECTION A -A #5 DOWELS, 8" LONG 0 12" C-C PERMISSABLE SLOPE: 10:1 CONSTRUCTION JOINT MAXIMUM PERMISSABLE -OJ0IIV TRUCTION u00000000a n., aoa000uaac SECTION B-B 00o LIMITS OF EXPOSED AGGREGATE SIDEWALK c`N Z o00 ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED, AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS, NOTES: THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. TANGENT PLAN LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOORING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH k_' ( SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MA BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ' ADJOINING FLOORED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. REQUIRED BARS ARE TO BE NO. 5x8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER TYPICAL PLACEMENT CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR AT INTERSECTION HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, WITHIN CROSSWALK COMPLETE -IN -PLACE. (WITH BUFFER STRIP) CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT THE INTERSECTIONS WHEREVER AN ACCESSIBLE 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. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.. WILL ALSO AFFECT PLACEMENT. DIAGONAL VARIATION PERPENDICULAR CURB RAMP (CG-12A) FACCESS FOR MOBILITY IMPAIRMENTSI N.T S. VIRGINIA DEPARTMENT 203.05 or TRANSPORTATION 2001 11, m 1 V) M O w _J Z Cn zz0 O LLI < W W w W 0 (n Z 0 w J Z Q H U U h (� Q -iF-cVU)Z F Q W W� � J> 0N - w V V J M..I.. LLJ LLJ ZF- WW-U U) EL Q W LLJ <L�O coQ w Ld t-Cy LLJ LQi W (n 0 Q. O 0 d • ■ J0 • a� O N In =-' O c0 N N N (3) I\ ff) N Op C r N l C ai I (ND W p C cD O Xp o O N� O > �� 1 -0 i M N E cL Wa� s t -c a U o C _q) ~ E � w Z c0 AIM N a 0 Z W J LLJ Z � 12 Z3 O IZ LJ v - 'T li OP- TIMOTIW PAINTER o. 260 Zes A �q,o3'G��w� 1 SSIONAL ; SURVEY: C.I.: PL-PLC N/A DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: N/A 06/27/03 SHEET: 2/10 CL r TM f.- 748- 7-2- 46 0 CHARLES A. STROTHER, JR. Ex. House -+ }� PAMELA P. STROTHER \ ! DB.• 854, PG: 1047 \ ZONED: RP USE: RESIDENTIAL I I O O,` 0 0 O EX. SAN MH / IE, / Shed TM : 74B-7-2-47 a } TOP= 735.36 / NA THAN/EL HARL OW I-Aj LU a Cr Cr INV /N=728.04 SHIRLEY RITTER HARLOW TM 74B-7-2-48 8. 72' DB: 431, PG: 572 ` RETA H. PALMER O INV OUT= 727 93 - r0 Z ; V 36. 7 3 ZONED: RP DB: 769, PG.• 1130 z z o w /% USE RESIDENTIAL ZONED: RP W w I Q / _ a \ .• � Q Q - -"--- - , s es Je 49 USERESIDENTIAL � /% 0Q 5' PARK/NC SETBACK 13B. TB' - 2 34' o, �� o Ex. Boord Fence / �� sp , N 91.56r' l5.23' S B8'33 24 � 16.80' ?5' INACTIVE 4 _ BUFFER cs, WOOD FENCE 12" CMU O h `RETAINING ETMENTED / `q (��Q • Op• �/ , E A N NG WALL 01 S.SO, 25_'ACTIVEBUFFEgB�.Op• Lq ?R 9pp• / p3 ( >'RO' C 40 // `0 4'SR CCg6ST��R pq AR� O� <<.p `��/ 11"19 / F_ Z Op � T p a � D Q 6 M qR TRq CO / J s R Eq ti c�\Fs 16 RR sR Q} Q 40* 10R O% ` 1900, , CG\s4 J Z Ex. Pole S00, �p'- 4 0o W J � S R �-- // TR0 • C SAT-4NO�Ro �q ��^ 1 B, 00 , 4.3 / D 6Li T C N srT(�A r /,4? TM,! 74B-7-2-DOA R l OB. VlD WRIG258 R / 4S• C RoA SFA�-'70 " ZONED: 62 @�N 4S qs 6 ,0- pti EO R / USE. VACANT { 9F s Cb px2 �4N p TM,j! 746- 7- 2- C / / 8 g SS O4 No .. MC' A y NC.o D $ 9 O . ~ 08: 585,RED PPG: 1582 // 1S0 ,40 � © frF\r ;1�21 -� oo / A� OPY OF THE LEGAL AGREEMENT �j cl tr 00.0 - o V FOR THE PROP. CONST. ESMT. ZONED: 82 �/ 0 s, %y� �9N 'yR 3 0 o a USE : VACANT 0 / + , CO � 10~ J SHALL BE SUBMITTED TO THE FRED. \ i ool, yC• lYq� �Mp g `ti 15 / h CO. DEPT. OF PLANNING & ZONING �""" ^ry ' r p� 00 : oo PRIOR TO CONSTRUCTION OF THIS �.� Q I S VgC`�iOF J�6� PROJECT. P 4 Q_ ,F_ F- N 0 Z _ 1 (�qs Mf RfOOREy�6 O TV#- 74B-7-2-D2 Z Q 2I - / 100 ,oL U FR UiR fo tiTFR l B. H. R. PROPER TIES, INC. Q W Ex. Bldg. h)o i °' �t` CR 0 CgU'6e) 49•e4, - INS f• 030002206 Z W � �� <0 2 Q + " 9y NSF <p4 PROP- 51.76' 12"0 RCP, Q ZONED: B2 FF=738.41 rn �' CO FRFQ TRgp CqA �� 4p CL. III ® 2.909� Slope USE: VACANT o W COgN <4Tl TO p COpRF00 p? /�� +4j M Q O L � F- CK R0 vec" , qs ROA f s / �t� �/ W % �'� \,� �O�O- 0 4 m RF0 6 6 `e t` V F--- ,fl/'� o �Fcr'�a�y sr + W �o ti Q W - �. NOTE J q y� � �4 - o 4A• @ /pF(gyp) yaQO��j 12 C PROP. DI-3B, L=6' Q Y / ALL EX. FENCING moo. 3 �O`� aG Z` o. a Q / O (41 TOP = 742.70 (n '- Q ALONG LOCATED ON 1 a O Q `� / C S v 4, O Q 4 � 2 a' 1 2"0 INV. IN=738.35 a' SITE SHALL BE p0' �oQ 3� 4�J y hy2 L,O a 18"0 INV. IN=737.85 REMOVED DURING a �Q pj 1- �� m o V� / 18"0 INV. OUT=737.70 � m X THE CONSTRUCTION / �Pi ��° S� �J Z / \ �OF THIS FACILITY. 1;2� 2� ti VO 1, i ���H ����- 0N Oho ^'�° ���' C 1 18"0 ES- 1 ~ Q W J {` trj Qc„O 0 / O INV. IN=738.00 ' f� Cy �oo Q �� 4i (�• °'�Ow� Q� OD PROP DI-26, L=6 OLLJ LU p a ° � �' Q 2' I tl r h TOP = 744.80 tY • 12" CMU / ,. �Ov 7� v (7 ,o•.. �h VO rrU � � h / 12"0 INV. IN=741.00 n- �� SEGMENTED aQ o 3� °R °°° / T n 8� / 12"0 INV. OUT=740.80 RETAINING WALL o OA (LOCATE 1' INSIDE �% O `^®• _�' iygT ? >> fi� k y�,' ' / ■ PROPERTY LINE) ° a' `Vo VQ FR `� Lt ° 2 / �•y/ EO PROP. DI-38, L=6' // �O� 4 S SFgTFR S ,� TOP = 746.50 / Ex. Pole arn0 C N CF 12"0 INV. IN=742.50 ! O ■ FUTURE BRL -gyp '1, ■ UGE CONNECTION PROP 6"CL TO EX. POLE .�.0. Ass R- e / N . Y R 64 66 ■� m e 7 yP ~� `__ _ BENCHMARK � c14 � r oNwl, Nail In Pole � .: N `n c A PROP- DI-1 o B1 /�R S Ex. Pole a� N O A 2 Fti Elev=745.32 c� i �R TOP=736.40 18"0 INV. - o O \ ��. 8 pp PWq�F gSsy. 7 / co 18"0 INV. OUT7 4.9 87 1000' 96 ' A g004 5LR.L. o75-07 R 3 Uj © Ln PROP. DI-36, L=6' \ PROP 9�(P�/ ,� :31' 0 494 � 0 � ' a. " TOP = 741 70 Ex. Conc. SIGN p �� 8•'0 INV. IN=737 23 Pod 74 R r o Qo O / � o .J a 12"0 INV. IN=736.90 24' SB 1 - !PROP 103.20'-1$..0 �5 a "' m a' a 18"0 INV. IN=736.40 2.5' O 8' -! 1 RCP, J a' END 1 Ex. Pole W -C-C N U p 18"0 INV. OUT=736.20 - � '� PROP. 6"0 O FU URE 5' PAR1Cl SETBACK 20'R `n E C.0 Assy. PROP. 29.40'-12" sRCP, EXIT SIGN - -> vo2 C0 3 ~ w EX STY MH PROP. DI-38. L=6' FUTURE BOUN y LINE - CO� ^ PROP. 24.00'-18"0 RCP, I TOP=737.82 B TOP = 741.30 O PROP. MH-1 ^ CL. I ® 1.36� I ( 15'R Z TOP= 737.00 _�. 6' FROM FC rut)TUR UN h p CL. III ® 1.257 Sloe R O INV IN=731.85 INV. OUT=737.30 6"0 INV IN=730.53 M PROP. 89.58'- 0 RCP, L Co STOP ENTER SIGN INV IN=731.98 CL III ® 1.4iy1° Slope Q�OQ ��� /o o (N FROM FC) PROP 8"x8"x6" TAPPING SLErn EVE, INV OUT=731.77 8"0 INV. OUT=730.33 TAPPING VALVE. & BOX, and T.B. `�' 6"0 22.5' BEND & T.B. PROP. 293.50'-6"0 WATER MAIN ply v 6 0 45' N 00 M (TAP BY FCSA) V D - 1 PI O00" RKlN ACK BEND & T B - - - - - 5' G SETB _ Easement _ - - - - - - EX. 20' Utility Easement _ / EX 20 y E 1�►�i - - _ - _ ' Utz _ � Utility ' Z 6' INV.=725.00 /NV= _PROP 138 55'-8"0 SAN. SEW O S` e9'32i�t�' 1%�' .S B9'32 ,1�21.86'- - - - - - - - - - LLJ W a INV=731.32 PVC, SDR 35 0 3.85% Slope. -- 25.66'-42.30' P A EX. 20' Utility Easement 10' GUTTER TRANSITION FH 16'-18'RCP�TM SEW ®2.81i O PROP STOP BAR Z '� -'-!' - - ° - - � �-- CG-t2A FROM CG-6 TO CG-6R 790' (+/-) TO NEAREST --� � _ EX SAN. MH - - o �0 12" WIDE, WHITE TOP= 733.83-EX. 103 -18 RCP SW ®2.93`�- r -L-- PRIVATE DRIVEWAY ENTRANCE Z C� INV /N= 724.87 I' -" - �' PROP. 30"x30" CG- t 2A O Z INV IN= 725. 43 �'� _ _ _ _ -_ 30.74' 25'R STOP SIGN U w INV OUT=723.18 �- _ _ _ _ _ - - - 103o00C/ne 84.00 15'RSHOULDER -- 6' X. l - - - 9.14' 100.00' - - - TEST Ex 2" N.P. G _ _ - - - - - _-- -._ - - __ - __._ _ - _- ..-- - -- - - _ £x-2 H.P. Gas Line TH 0 146 18' - - - - - - - - - - - - - -- - - e - - - I E�EZfP EX. 3'-18 RCP STY. SEW�O.373�IlA� - - - - - - -- - - - -. _ L 1' y G, EX -EOP o t I EX. STM MH MATCH EX. TOP= 737.47 CURB NOTE: EX. - EOP f, INV oUT= 732.29 OF FIELD EEX. GAS LINE. DEPTH FAIRF X PIKE' ROUYT ,277 EX. -EOP46 I � TI�10 PNN'TER 9 II I EX. 50' CONC, BOX 181'= DISTANCE TO NEAREST 1050'= DISTANCE TO NEAREST POSTED SPEED LIMIT= 35 M.P.H. I No. 182 A STM SEW CULVERT 0 096% ENTRANCE TO ADJACENT PROPERTY. STREET INTERSECTION. (1-81 60R/W 530'= DISTANCE TO NEAREST �I CI EX.-EOP (DOMINO'S PIZZA) INTERCHANGE) SIGHT DISTANCE= 1050' SIGHT DISTANCE= 950' STREET INTERSECTION (VA RTE. •0 k1� I� I TO 1-81 STOP LIGHT) HIGHPOINT OF KNOLL 1020 - HIGHLANDER ROAD) I �0O q f 43 0 S EX. -EOP �S I �G Ex-8" Woter Line _ - IONAL p Ex-8�Water e o_ ---- • - -r - - 'N = ° SURVEY C.I.: ® 1NV=72758 DISTANCE TO FH- 530't WV I PL-PLC r� 3 FROM EX. TEE ttt 1 2' I 20 0 20 0 I I DRAWN BY: JOB NO.: I 2 TGP 0211024 SCALE. DATE: Bell Systems MH TOP= 735.77 11 Scale 1" = 20 f t 1"=20.0' 06/27/03 �I SHEET: 3 1 O fl c MU / TMf- 74B-7-2-C / RED APPLE, INC. DB: 585, PG: 582 / ZONED: B2 USE- VACANT yeF� �o do / 4 6 � Ex. Pole ' TM#., 74B-7-2-D / DAVID L WRIGHT DB: 731, PG: 258 / ZONED: B2 0 USE: VACANT Ex. Bldg. / FF= 738 41 / !' 7J8 12" CMU \ SEGMENTED RETAINING WALL / Ex. Conc. \ P'_d / �-� PROP. WATER MAIN PROP. SAN SEWER LATERAL EX. 20' Utility EosemeRt F; 84 6' INV =725 00 " EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION G'E 0000000000000000 ENTRANCE 3.05 SILT FENCE SF X X X X 3.07 INLET PROTECTION �P 3.08 CULVERT INLET PROTECTION FENCE -SILT 3.09 TEMPORARY DIVERSION oO DIKE 3.18 OUTLET PROTECTION 3.20 ROCK CHECK DAMS 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING — TS 3.32 PERMANENT SEEDING PS 3.35 MULCHING PROP. 8"x$"x6" TAPPING SLEEVE, TAPPING VALVE, & BOX, and T.B. 6"0 22.5' BEND & T B A / ZOWD: RP,' / USE-. RESIDENTIAL r r, 3, 94 / A 'G \ S TO MD `� WOOD FENCE 76p � ' \ 762 l �x. Shed TA4#- 74B-7-2-47 / NA THANIEL HARL OW SHIRLEY RITTER HARLOW TM#- 748-7-2-48 1� 764 DB: 431, PG.• 572 RETA H. PALMER ZONED: RP DB 769, PG: 1130 USE.- RESIDENTIAL ` ZONED: RP USE: RESIDENTIAL Ex. Boord Fence 2 64 91 — S d8 W;? 54. r3 6 �`"-- 54. 25' 1/VACUyE _ 75 l 48 ACT/ l� BUFF ' :4 C756 —8.3 ----• _ _- - — 754 AgRkN op ( 40 48 a$ l I i �4 G qRF 8. p \ :.g �4 15 \ / Oo l \ 46 PS TO MU E 0 4 / 748 r \ 4 0/I�F %46 6 -1-- 746 I 46 h �� h 6., OR�FTy . .97 4s PROP. STM. SEW. \ p %f 74B- 7- 2-D2 0� l �46 B. H. R. PROPER TIES, INC. \ �• + ,'45.84 INST. J- 030002206 ZONED: 82 USE: VACANT IP / + 7 Q / \ i Q BENCHMARK \ Nail In Pole ° ?HwEX.`Pde Elev=745.32 / \ t4 A. t '�'H C+JW PS TO MU IP 02 / 43 IEx. Pole ram•--.. 4 74'; F � 4 STM. SSW. TO MU EX. 20' Utility Easement . !p, E 0 `+ .. r� 2' Utility sp nt SF L;Lj -- N .�:� -41 - � T 00 CE - - t 42 PS TO MU 00 J 38.8 39.7 � UOU:; ` � 1. -� y-� 6' SHOULDER U -' IP TEST JUGUC�UO 43.5 ..r— _ 1 _ 742 �" ��TFR NO E• 38.65 3 �- EX.-EOP SFR�Ice OF LEEX. GAS L NEE.TH �F�IRF" PIKE ROUTE' 277 EX. -COP POSTED SPEED 41MIT= 35_ Ilh.F.H. _---- 60 R,/W -- _ EX. - EOP 8 EX. EOP \ 7" 20 0 20 60 Scale 1 " = 20 ft ONE ou U) Q W J Qaz Q Q Z 0 H Q Z LAJ H W J H F— U � � J GHQ —� F-- N LQ Z_ F < J .� W� D J> m W F- W W w Quj / fir/ F Z Cr �Z �m X = Z V J ■LJ - W ��� 7 O O a- V J0 O N w p � 0 L N CV r� 0) " I, 4� C �c N 'n to C chi (Clo, W`��® V V U-) in ; wm o E .o a N -co- a u� WC L 0 V V ~�`y' CpC C Z cn3 R N O 0 a tiTH OF P t TWO tj0'_61 U M a N agleljos }ww� �13s'IONAL ECG\ SURVEY: C.I.: PL-PLC 2' DRAWN BY JOB NO.. TGP 0211024 SCALE: DATE: 1 "=20.0' 06/27/03 SHEET: 4/ 1 O 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 Arby's Fast Food Restaurant facility with related driveways, parking facilities, and truck loading area; site grading; water & sewer services; storm sewer system; and site landscaping. 2. Existing Conditions: The existing 1.09 acre site is currently undeveloped and is vacant, open, and sparsely covered with grass and weeds. The site has approximately 174 linear feet of road frontage along Fairfax Pike (Route 277) which will be used to provide access to the site, when developed. A new two-way entrance will be constructed along Fairfax Pike which will provide permanent access to the site. The site generally slopes from the rear property line adjacent to the existing residential subdivision towards the Fairfax Pike right-of-woy where the storm water is conveyed to the existing roadside ditchline. The finish grading will maintain this grading pattern and eventually all storm water will be conveyed to and controlled a large storm water conveyance channel located off -site on western property line of the adjacent Dominos Pizza site. This channel is part of a large storm drainage system the controls the storm water runoff of the Fairfax Pike service area. 3. Adjacent Areas: The site is bounded on the north by the original Plymn-Owen Estates residential subdivision. The western property line is bounded by the existing Domino's Pizza restaurant and the eastern side is bounded a vacant, commercial lot that is similar, but larger, 'than the Arby's parcel. The southern boundary is coincident Fairfax Pike (Route 277) right-of-way. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils had been disturbed previously by the use of this area as a borrow pit. The overburden shale material has been fully removed for borrow and the site has been left denuded to the underlying bedrock seams: 36C: Pits, Quarries, Dumps: (1%-2% slopes). Mined Shale removed to reveal Bedrock. Hydrologic soil group D, Class III Soils. (Approx. 95%) 41 C: Weikert-Berks channery silt loom:(7%-15% slopes). Hydrologic soil group C/D, Class II Soils. (Approx. 5%) 5. Critical Areas: None. The residual soils on the property and basically the underlying bedrock and erosion of this material is minimal. Care should be taken to ensure that the existing roadside ditch along Fairfax Pike is protected during the construction process. 6. 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 the Fairfax Pike roadway. 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 rear 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 darns, rip rap stone protection, 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 the construction entrance. b. Installation of the silt fence along the Fairfax Pike right-of-way lines, as indicated on the plans. c. Installation of the proposed diversion dikes to convey the runoff, as desired by the program administrator. d. Installation of the inlet protection devices at the existing pipe inlets. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of any debris and vegetative cover to its full depth, as needed. b. Rough grading of site and installation of the fill material. Blasting will be needed to accomplish the proposed finish grades and for excavation of the utility trenches. Care shall be taken to accomplish these tasks. c. Building construction. d. Installation of the proposed utilities. - Phase II Controls. e. Placement of check dams for ditchline protection and installation of the inlet protection. f. Curb and gutter installation. g. Final Grading of site. H. Installation of the Rip Rap stone and outlet protection as needed along the channel slope. i. Installation of topsoil and stabilization of all lawn and slope areas. j. Installation of base and subbase materials. k. Restoration and stabilization of unpaved areas. I. 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 rock 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 gross is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. TEMPORARY DIVERSION DIKE Compacted Soil 18" min ---Flow F---- 4.5' min --- +I STONE, CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT A }• 5:1 FILTER CLOTH MIN A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND AT 70' MIN. 6 WASHRACK l0' Mtn. (OPTIONAL) I 12' MIN. 1, 0' MIN. I•-•-- EXISTING PA VEM`EN T L- VDOT If1 I r-� POSITIVE DRAINAGE t0' MIN. COURSE AGGREGATE 8 TO SEDIMENT I TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW -. .�-12'- MIN. __._ ---a 3' MIN, 3r MIN. FILTER CLOTH—'' SECTION A —A SECTION B—B SILT FENCE CULVERT INLET PROTECTION �- ENDWALL L TOE OF FILL .DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION SILT FENCE FLOW " VDOT /3, #357 OR /5 COARSE AGGREGATE TO REPLACE SILT FENCE IN , HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED I RIPRAP CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I. SETPOSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Ill � 1t1 FLOW 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLO w EXTENSION OF FABRIC AND WIRE INTO THE TRENCH ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE: AREA. 6" 3 FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT # 1 — - - -.. - — -- COARSE AGGREGATE FLOW `�J 3 I 2-10 ACRES OF DRAINAGE AREA. � 3' FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE - FLOW 2• - . J 3' I `CLASS I RIPRAP SPACING BETTWEFFN CHECK DAMS L THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER —.� 12"—� RUNOFF1��f.WIRE MESH �.yaLM'`s.1rr� • WATER - a n a IT �If II A SEDIMENT D P a CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION 15 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 /13, #357 OR 5 COARSE AGGREGATE 3do i- PIPE, OUTLET CONDITIONS A 'IPE OUTLET TO FLAT AREA WITH NO DEFINED 'HANNEL I 0 X - J SECTION A -A FILTER CLOTH KEY 1N 6' .9'. RECOMMENDED FOR ENTIRE PERIMETER A 3do (MIN.) ----- '+ ! I d o I PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW I 0 ----+ d SECTION A --A i FILTER CLOTH KEY IN 6- - 9 RECOMMENDED FOR ENTIRE PERIMETEI< NOTES 1 APRON LINING MAY BE RIPRAP GROUTED RIPRAP, GABION BASKET, OR CONCRETE 2 la IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 318-3 AND 318-4 3 d - 15 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT -L.FSS THAN 6. INCHES --- - Z W J d LLJ ((n J n O 10 w o QOQ Z U 0 O W (n H O Z W W w J OCi Q F- r-, F Q -� F- N ( Z_ F Q W W Z) < > : Q C' (/) a W --� F- W Z 0f H U _i C� U) X Z Wco F_QL_OW Z = Li v, 0 0 !1 O CL ■ U ■ O ■ a� Q N 6 O Z N N M 0) ^ t\ a) C N L!D C .- (n E ('0 o^® v W IIIJ 0>��° 1 Q) a) o ELU a Co t N -C N U a I- Z)v O° ~ � E LLJ Z c0 R N O a 0Cf) zth JLLl W I Ir a L i a ow .d TWO: NriO PAINTER '' No. 18260 A�o� ®8I1ib)o3 G `SSI OVAL SURVEY: C. 1, Pt - PLC 2 ' DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: N/A 06/27/0.3 SHEET: 5 / 1 V PLANT LIST KEY OTY. BOTAN/CAL NAME COMMON NAME SIZE SPACING REMARKS AC 13 Abies conco%r White Fir 4 ' B&B 10' o. c. CB 7 Coroinus beta/us European Hornbeam 2 " cal. See Plans EA 5 Euonymus a/atus Winged Euonymus (Burning Bush) 3 Ga/. Cont. 4 ' o. c. F/ 11 Forsythia x intermedio DenSif/Ora ' Border Forsythia 3 Ga/ Cont. 4 ' o. c. /C 166 //ex cornuta Dwarf Burford, Dwarf Burford Ho/Iy 3 Ccl Cont. 4 ' o. c. JP 22 Jrniperus chinensis Pfitzeriana ' Pfitzer Juniper 3 Go% Cont. 6 ' o. c. KP 16 Koe/reUI`eria panicu/ato Panic%d Go/denraintree 2 " ca/. 35' o. c. ALL SIZES INDICATE PLANT HEIGHT AT T/ME OF PLANT/NG NOTE: PLANT SPACING VARIES PRUNE ALL BROKEN, DID WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS' TO REQUIRED DEPTH ANI W/ REQUIRED SOIL MIX MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALI STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED gVrTION NOTE: CONTRAC' HYDROSEI AREAS DI' OF THEIR (2) UPRI( TREES OF TO BE Gt TREE WRY RUBBER 2%2" HAf 2 PER TF 12 GAUGE WIRE- DOL DO NOT ( 4" MULCF 3" SAUCE EXISTING BLACK C( SOIL MIX COMPACT( TREE FRC UPRIGHT FIRM BEA REMOVE ROPE FR( TREE PLANTING SECTION MIN. f ' VI v, CD 701 748- 7- 2- 46 / l CHARLES A. STROTHER, JR, Ex. House I PAMELA P. ; STROTOYER \ t.n DB.• 854,'PG: 1447 \ / ZONED. RP; n W Z USE: RES/D£NRAL / 1 0 CL / 1 /Ex. Shed TMj: 748-7-2-47 W / NA THANIEL HARL OW LLJ Z O SHIRLEY RITTER HARLOW W / DB.• 431, PC: 572 EX. TOPOGRAPHY SAND THE PROP. V / ZONED:j RETAINING WALL WILL FULFILL THE USE: RESIDENN TIAL FREDERICK COUNTY REOPIREMENT FOR / A 6' OPAQUE SCREEN FOR THE CATEGORY "B" BUFFER. A FULL ;- LANDSCAPE SCREEN 1,S ALSO REQUIRED 476 F i " -- Ex so c �� y. (K / AND HAS BEEN ADDED ALONG THE PROPERTY LINE AT" THE TOP OF THE C6• , �1 `�' D EMBANKMENT TO FURTHER SCREEN T E G (Z)PROP. DEVELOPMENT FROM ADJACENT - -Y RESIDENCES. —-�.l.._ --- I �- O / (PLACEMENT OF PLANTS SHALL FOLL W /°kp 25' /NAC E B F�.. I � � 12 00 / I GENERALLY THE CURVE OF THE 10. ,% -_ S'�� __ - (2 WIDE ' )' LANDSCAPE ESMT. FINISHIED GRADES AS SHOWN.)_ - WOOD FENCE CB ` 7 ACT1 BUFF ° -- W f C, V) ZZ gRFq �q( Z J W Ex. Pole 0 III STNSTq� w DA VID L8 WRIGH T ° qRo L OgO/NC A DB: 731, PG 258 0 _ J F ZONED: 82 USE. VACANT a / ROP. STM. SEW. PROP STRIPING U Q N (+ ) Z i ' STgF RF /fp ~ Q W 0kiti QviRF 10� /S 40 - _ Z J O A S C 0 q/ / TM 74B 7- 2 D? W / �c / • „? Q4, / Q ROp ljRFD O/S/q 90 , S(�r �/ B.H.R. PROPERIES. INC. Q `� _ Fc q(ONNCF i INS T / 030002206 Q Q • Ex. Bldg. ° ° ��T� - C T/y� ZONED 82 W w W FF=738.41 , O,y:; 0���'r �Cs� ��' USE. VACANT�- o W LLJ T U to CL (n �W /// S `� W w Q Z \ C07 \ \ ° \ %i��J� vj�',�7h 2 F Q w 00 W CL a Q ° N Q ~ _ � N w LrL ry W C5 ' F 40� SEGMENTED l j QQ'ti Q� / RETAINING WALL Q / O 4 2 O CL C E,: Pole c _Y I e °° ko BENCHMARv A BOA CB Noil In Pole L ■ � v O C)0 qRq SIN \ Ex. Pole Elev=745.32 u 0' 't rr 3 Fq c D > v N - _0 ar \ 'E 0�) m � .� a PROP 5 ° PRO LU � T U aEx. Conc. MW.SIGN L wPod (S 0 cn 3 \ ° F- L►1 -----------._._..--______ PROP. WATER-SEF'VILE --� -� LAJ EX 20' Utility Easement _ — — — o men - _ a EX 20' Utility E se t .17396' (V Z - - w— . S B . -- — — — — � Z i O I? EX, 20' Ufility Eosemen' _ } U I —�-.� Y� Tli 6' SHOULDER �� ��PL F vJ - '— Ex -EDP TWO Y G PAINTER FAIRF" PIKE ROUTE 277 EX -EDP 260 &I O's 0 s POSTED SPEED LIMIT= 35 M.P H - - �ww 60 X -EDP G SSIONAL -�- _ SURVEY: C. I.: PL-PLC 2' ,_ :_ <: x•=- _ ,:.r.-__- _�._ -- --- -:: ..f:_ ._ -.- _..�-.._ ass-_ - __,-.-......._ - - �- -� --� -�.--�.-.-,- � DRAWN BY: JOB NO.-. 20 0 20 60 SS 0211024 SCALE: DATE: 1"=20.0' 06/27/03 Scale 1 = 20 ft SHEET: 1 w U Ih stone general bockfill (see note) COnc select bockfill e note) 0.1 STANDARD general backfill general backfill 4" select backfill ee note) 6" 112 O.D. 6" CONCRETE ARCH general backfill (see note) O.D. 8" Z "select bockfill -�4" select backfill ee note) %/ (see note) 6" 6 O.D. I /2 O.D. ' 6„ �6„ concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 vanes at property line (see note 2) skid pad-�r► roadway box- 2" CTS polyethylene tubing (PET) 200 psi w/ \SS inserts at all i connections \-saddle with 1 corporation stop water main boll valve curb stop _/ with PJ (CTS) both ends [B44-777 w/ SS inserts]; with 2" gate valve operating nut 6" 8" CUTOUT DETAIL (typical) VBHH77-158HC-11-77 2" custom setter (meter by FCSA) cost in place standard flat access door, top for 4' centered in top diameter (see note 1) manhole 2' Max. finished c E �- 3' riser section for 4' diameter c^v manhole with cutouts 3' m i n --�- 2" min. solid support blocks under custom setter 6" stone bedding C14-44 w/ SS inserts and MIP plastic plug 6" dia. schedule 40 i steel pipe filled with 3' concrete and painted yellow 7' 18" dio. concrete „ encasement u irU'l bock AL BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad 1'-6" sq. x 6" deep 2" min. - 6" mox. 1 4" stone 1 screw I type tone to be adjustable stone minimum of 6" valve box FS above top of base locator marker g o ° stone Ob 0 b °0{,. 60°� I qppa b Opppp 4 °•4� b0 G0000 0+ °q.,°�°"qd. q,b °,°,a °• Otl0 qo>bOpbegO b�bObo O• O bebogobppp q0 OoopO�O�Ryp qo eVbgo000oyP�.yoge006gp0'b pptoppppp°8�- 0odoe�po4.8.0o00t�VS.OgYbS°°� °Ao00 oop0°a0°6�0.Oe O-00 I b 4 p0 O O 1 O °�"gdabp u•°°�°pbLgob.¢°q� b me/�olu(� °°°Oe OL•bbe°oU a a�4olrefPq 60`pPOpp.`'u.. 9 7 f Do0o0±0apyboP qu`oog''n,° •°bvgq°. o°ob'< < b•O0 °°Obq On` Oe�v a � 1 1 mechanical l joint swivel tee with 6" f branch FIRE HYDRANT ASSEMBLY Figure 9 NOTES: 1. Access door shall be by Halliday Products or our approved equal: o) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street: a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [ wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1 /2" and 2" METER INSTALLATION Figure 6o R finished rode 8" VALCO, Inc Fig. No. 71 BOB with lid marked o�� "SEWER' bottom section--► of box brick base SDR 35 spigot by SDR -^- 21 gasketed bell adapter SDR 35 gasketed bell Wye (see note) SDR 35 gasketed sanitary sewer main \ bell 45' bend SDR 21 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then Wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17A cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box square concrete skid pad 20"x 20"x 6" deep iron cleanout cap with brass plug having a rcast countersunk square head Ponello Model PA4SV-CSK (4") SDR 21 - cleanout pipe "A" "A" 6„� grade trench 6>�minimurh j; minimum form board - - "D" I i mochine excavation limit (typ•) f _. 7L-gate C, valve - trench valve& bottgate boxes ox undisturbed eartf-/ stone bedding TYPICAL SECTION TEE, WYE. OR PLUG In lieu of wood forming the fitting may be wrapped with 'denotes hand excavation polyethylene, and the concrete poured to completely surround "D" = 12" min. for 10" and smaller pipe the fitting and against undisturbed soil. The bearing dimensions "D" = 18" min. for 12" thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 06" minimum 77=7�7:--7-7 4'- C) " .i�'/. i -S " .i�'/. i -S - S- - - - square skid pad 6" the concrete ASTMC-150 4000 PSI joints ore to be sealed with "D ring gasket invert channel to provide a smooth transition in to out, for 2'-0" all connections grout bottom of manhole to form Channel top of manhole at grade in pavement areas unless otherwise directed) (top shall be set 24" min. above grade in easement areas) 35" max. 12" or 16" (typ.) -wrap around heat shrinkable sheet [WropidSeal by 4CbNs'� /4" dio.) adjustment rings (11" max.) pioneer 301 mastic applied between joints and on exterior side of joints variable - pipe to manhole connection to -f be by flexible 3'-0" r�gve 4'-0" max. estop of bench -wall some elev. as top of pipe 6" bedding stone NOTES : 1. Manhole sections shall have on external coating of approved bitumostic water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with an exterior coating of bitumostic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top costing shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 r 7" NOTES 8 1 -3.5 8 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. r - LUGS TO BE FOR DEPTH GREATER THAN. 10, USE STANDARD L21 /2"x21 /2%1 /4" CAST WITH COLLOR DI-1A. 10'-4"LONG A A CAST GALV 2. THE "H" DIMENSION SHOWN ON THE STANDARDS WELD ALL IRON STEEL N r- CONNCETORS ee AND SPECIFIED ON THE PLANS WILL BE MEASURED N TO COLLOR s LBS.+3.a LBS FROM THE INVERT OF THE OUTFALL PIPE TO THE n OPTIONAL NCLUDING INa. TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE ONE WELDED LUGS BRACE RIBS APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND JOINT 1/2% 11/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY n 1 /2"x4" STUD THE CONTRACTOR FROM FIELD CONDITIONS. SHEAR CONNECTORS 0 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS Z 5" 2'-7" 5" 91 /2" -,�- 12"* TO BE SHAPED IN ACCORDANCE WITH STANDARD 4'-2' IS-1 . THE COST OF FURNISHING AND PLACING ALL V) PLAN MATERIALS INCIDENTAL TO THE SHAPING IS TO BE > (� REMOVED) SECTION B-B 3/e INCLUDED IN THE BID PRICE FOR THE STRUCTURE. COLLAR DETAIL 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE ,l 21/2" IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED 4'-2" CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR 2'- 7' I PONDING OF WATER IN THE STRUCTURE. THE COST I ' OF FURNISHING AND PLACING ALL MATERIALS 116 30 WEEP HOLE INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED COLLOR 4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE. rno. P12 2" Mik#78, OR #8x6" WIDTH :1 gig5. STEPS ARE TO BE PROVIDED WHEN"H" IS 4'-0" 2 _6- OR GREATER. FOR DETAILS SEE STANDARD ST-1. 5 18".OR 24" ' -3" -f D 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. NIV vM o . • C 7 #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" �Ir-- • • 40 C-C TO BE PLACED IN ALL AREAS ADJACENT TO SECTION A -A N ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN 4' LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED. CONCRETE QUALITIES FOR MINIMUM DEPTH SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. 12" CONC. PIPE-1.440 Cu, Yds. CONCRETE 11 /2" J 8. 3" DIAMETER WEEP HOLE WITH 12"x 12" PLASTIC 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE D 2 HARDWARE CLOTH 1 /4" MESH OR GALVANIZED STEEL 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE 24" CONC. PIPE Cu, Yds. CONCRETE SECTION D-D WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE 3/4" -�j5 1 11/4' OUTSIDE OF THE STRUCTURE. SECTION C-C 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 STANDARD DROP INLET GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. 12"-24" PIPE: MAXIMUM DEPTH H) = 10 r APPROXIMATE IRON 10. ANY ALTERNATE METHODS OF ANCHORAGE NOT TO / GRATE 363 3 181bs. MEETING THE APPROVAL OF THE ENGINEER MAY BE VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN 104.01 HEREON. END -SECTION 12"-60" PIPE HUB EEND ON OULET END -SECTIONS SPIGOT END ON INLET END -SECTION } x W� CONCRETE TO BE 4000 PS MINIMUM PLAN I DIAMETER 4..._._..__-.-.�- OF PIPE £- SECTION X-X END VIEW ENO C ION MJWS/0 iS PW A C / ♦ - ?-0 1-0 1- l 9 - !- 4-0 - r 9 ! ♦ ?-1 -! 3-0 - 24 9!? 11 3-7 1-6 6-I 0-0 ? IO 4-0 -I -I 4- I-0 4-6 /-lJ♦ d-I J♦ - JJ I -I I ♦-I I 1-3 I♦ 7-n ♦ 3-d ?-1031 d-n J ♦ 6-0 ♦ !-9 3- 1-17 d-T 6-6 ♦d 1 d -T - -J 3 -J 2 I ♦ d -1 ! ♦ 7 -6 -J 8-1 -0 ALTERNATE END -SECTION 12"-60" PIPE HUB END ON OULET END -SECTIONS SPIGOT END ON INLET END -SECTION x x CONCRETE TO BE w 4000 PS MINIMUM PLAN � DIAMETER " OF PIPE E END VIEW SECTION X-X C SCCr/ON O/M NSIOVS CR A d C 0 C I? ♦ 1-0 ♦-I d-1 ?-0 16 6 ?-J -IO d-/ -d /d 9 T- J-/0 6-I - / 9 7-I/ J- d -I J- ?♦ IO -7 - 4 - ♦ - 1 IO I 4-0 �- r-0 ♦-d J-7J♦ d-13♦ - J ! -1 ! ♦ _,0 ! ? -J ! ♦ -! 3 ♦ 3-d ♦? 7- - 1-Il d- 6-6 ♦d -0 d - 2-2 d -1 7 -0 -II d-♦ 7- 60 d- ----PAY LINELam - - -�-- NOTES: `- - -B PIPE FLENGHTS SHOWN AN PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGHTS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE rr n Sot FLARED END -SECTION FOR 12 -60 CONCRETE PIPE CULVERTS 102.01 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES-1 EXPANSION JOINT FOR DETAILS OF INLET EXPANSION JOINT KEYED BARS D s FRAME & COVER SEE CONST. BACK OF SIDEWALK 3'-10" - STANDARD IC-2 JOINT G 2.. APPRE(JrH ERR 4" 6"" 4Q_ 7 WARPED BARS F 66" BARS 8 owx"' BAR C, GUTTER 'Ho _i v -.. -_' SUBBASE I 8° 1 C 1^C? �o BARS F CLOTH HARDWARE 4" " xNN Q, WEEP HOLE SEE NOTE 8 X. 1 0 // y BARS BAR F BAR A FACE OF CURB 5" I - STEPS SEE GUTTER 8" NOTE 5 � JOINT CONTROL CRACK JOINT CONTROL -3'-0" 4'-0'- 6' MIN. 6' MIN. SECTION A -A 10' MAX. PLAN 10' MAX BARS A f 2'-0' sT L-VARIABLE - MAX. 20' --,8" - 3'-0- - w - C, 2' ' ss, 1111-j- - KEYED N N . -- WARPED GUTTER BARS G - - CON } APPROACH GUTTER BARS F BARS E L, B BARS 8 n I 3"0 BARS F �.1'-8'� 1�.L--J OBE FRONT ELEVATION 3'-0" - (GUTTER REMOVED) SECTION B-B ' A_ L2.5'x2.5"x.25" 1.25" --- �� , GALVANIZED 2. 5" 5x1/4" BENT J1 PLATE 1/4"R 5% 4* STUD SHEAR CONNECTOR WELDED TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. TO ANGLE IRON AT TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 STANDARDS. TYPE A TYPE 8 2' C-C. GALVANIZED PLATE FOR TYPE A TO BE BENT QN AN ANGLE OF 68'30' CONNECTORS AND PUTS AT ,1OCED WITH 1/2 xa STUD SHEAR a NOSE DETAILS 2" �_ APPR. PAVEMENT WARPED PAVEMENT DI-3A D1-38 DI-3C FOR USE ON G FL j �-, FOR USE IN SAGS DETAIL WHEN USED GRADES - Borth SIDES To BE ADJACENT TO CURB - sYMMETRICAL WITHOUT GUTTER SPECIFICATION REFERENCE 302 STANDARD CURB DROP INLET 12"-30" PIPE: MAX. DEPTH (H)=8' 104.09 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION DI-SA,3B,3C z z O G Z LtJ L", CL C1~ �- - h U v, W <� C'J U U X J ��a J F-- (V O _Z Inc F- Q Lv UJ Q W F- Ce W }}w U' � `� Ld Z� W �U ^ Q VJ UJ Z 2 � /� IL�L,i•L/ V J I.i� O UJ W � �(� O O V .; 0 • a O N 4 ."= O � (0 Ln N N C) � Cn n �. N � E . N � Ln c 99) W 0 �S000 cO (0 0 IJ0 -0 > � :;I- . o c E Q CO N L t L a N U p u 0 E W Z (0 RO N M a �P1,T H OF V t G PLANTER a No. 260 0 a ��o 0 s %�ww SIONAL � SURVEY: C.I .: PL-PLC 2' DRAWN BY: JOB NO: TOP 0211024 SCALE: DATE: N/A 06/27/03 8/10 lti�h I YJl OPROP. DI-1 TOP= 73640 18" 0 INV. IN= 734.90 18"0 INV. OUT=734.87 PROP. DI-3B, L=6' TOP = 741.70 8"0 INV. IN=737.23 12"0 INV. IN=736.90 18"0 INV. IN=736.40 18"0 INV. OUT=736.20 PROP. DI-3B, L=6' TOP = 742.70 12"0 INV. IN=738.35 18"0 INV. IN=737.85 18"0 INV. OUT=737.70 OPROP. DI-2B, L=6' TOP = 744.80 12"0 INV. IN=741.00 12"0 INV. OUT=740.80 OPROP. DI-313, L=6' TOP = 746.50 12"0 INV. IN=742.50 B1 PROP DI-3B, L=6' TOP = 741.30 INV. OUT= 737.30 C 1 18" 0 ES-1 INV. IN=738.00 50 0 50 150 Scale _ , ff \ �� I-T RCP,_- \ CL. NI 0 1.45% Slope PROP: 29.40'-12">¢ RCP, \ 1 CL. III 0 1.36% Slope \ -J I PROP. 150.00 -8"0 PVC; SDR-26 0 2 5% Slope 8"� V.=740.73 \ \\1 A y , ' r r X \ \ �` J \ � C v% y PROP. 103.20'-18"0 RCP CL. III 0 1 ,26% Slope PROP. 24.00'-18"0 RCP, CL. ill 0 1.25% Slope \-PROP. 51.76'-12"0 RCP, CL. IN 0 2.90% Slope PROP. 123.03'-12"0 RCP,, CL, 1111 0 1.99% Slope STORM SEWER PROFILE A-E SCALES: (H) 1" =50.0' (B C OD (E) 755. _. NOTE: - _ _. _ _----------. __.. .. _ ----_ _ - _ ---_ --- :-- 755 CUT PIPES AS --NEEDED- T0- -L. --- OPOSED GRADE 750 f 750 NOTE: P1;OR. _UGG Alt BE _ __. ----- EXISTING GRADE -. _ -__ _ STORM SEW( -PIPES T__ 745 ALL .CROSSI _ 18" MIN. SEPARATION, GS....PROV ---.-_- 1 745 PROP. WATER 6"0--.. _ MAIN ��' _� - _._. _ __.. _._._ _ __.. _ PRO CL. 5 II 6 .76'-12"0 0 2.9% .RCP _ LOFT 00 CL. III 0 1,99% SL10 735 18" IN. PROP. MA 1. CL. III 0 3. 0' -180 1.28� SLO RCP % - - - - -- _ 730 -PROP. 89.58' -1 E 730p RCP SERVI L. III @ 1 .45% SLOPE EX. 8"0 RCP O _C- cc + O a ct co MM� 11 11 ~ �-O >>> --- _ >>Q e9.. _.---._.____ _ 0 NO 00 r- r7MP it 11 ~ Z-O --- _ __ _ a 00 00 �� 11 �Z0 >0 co 0 CL In 0 if OZ > Ot st M 11 .._ -O a: -_ + + 10+00 11 +00 12+00 13+00 14+00 DI-2A M2C EXISTING OR PROPOSED (SIDEWALK, SEE NOTE 15 -EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT �. A SARIS C 1 -1 ACE OF z o' 1813 -'-a6 a' �,,. c - a• MIN. 3•' 10' MAX. ! PLAN VIEW Xr MAx. I GALVANIZED M( 3" DIN WEEP SEE w 8`8" o Lz1 GALV. MC6X12 3'-2" a�'cc D D a BARS a 75 ;. 0 101, C-c TYPICAL BARS C m B" C-C �" ! 12'µ�2'� BARS A a to" C-C LE SECTION B-B COLLAR BARS A - ICI CALvi "X2'�t'X'�." -- ro GA.V. MCOX12 -� 0 4 -BARS E SECTION D-D V 0 a" C C WELD �_ f-8" BARS B_, GALVV • 8" CB.- - _4 MC6X12 WELD AL I. h x a., srLD SHEAR SEC11" C-C CONNECTOR TO couAR. FRONT ELEVAToD MA E TO I ION WHEN INLET IS USED SECTION E-E 01-2A 01-20 WITH MEDIANS. X WARPED GUTTER APPROACH GUTTER * „ c 7„ i i I FLOW a WEEPHOLE 5"Xil4" t L 21 "X2 "Xt/4" 1 1 I j A 1 '\yrt2, SEE NOTE 5, 9ENt PLATES Jam. CAL S ok B a FOR USE ON GRADES %4 BASto- C-C t/�" "X4" �STT�UND ' DI-2C x v = C C (DARED t0 t. - L , i BARS FL 0 2' C-C. --- TYPE A TYPE B - _ FLOW I ow - STrPS. SEE NOTE 5 NOSE DETAILS i FLOW - ' Q" TYPE A NOSE DETAIL SHALL BE USED WITH CG•7 STANDARD. L_____� '-T° TYPE B NOSE DETAIL SHALL BE USED WITH CC-6 STA OARD. GALVANIZED PLATE FOR TYPE A TO BE TON AN ANGLE: FOR USE IN SAGS SECTION A -A OF 54*AR AM IS TO BE EANC TR6DBENTH ATE AS2TM'C-C. BOTH SIDES TO BE SYMMETRICAL FOR STEP DE'F94LS SEE STO. ST-t SHEET ' OF 2 STANDARD CURB DROP INLET sREEFFE ERENCECE ENN R 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 STORM SEWER PROFILE B SCALES: (H) 1" =50.0' B (B 755 _ __ 755 _____� _--__-- .___�. EXISTING GRADE 745 745 __..__.._------_ PROP. RETAINING_ --_ WALL. ____ 740 _. SAN. SEW. 18" o- - STM. SEW. -.PRQP_.__29.. C -1_ R__. 2 735 - _ _ ;8' MIN CL. III ® 1.30 SLOPE 735 PROP. 6 's4 SAN__ PR. UGG 730 730 m ----_-_m ©.aN- �_. _M Qt st tD _.___. __.___._._. ---._. _ __.-_-- M __-- .o Z-Z z O 70 > .>_> Z o rn 10+00 11 +00 SWIPE TO ELEVATION OF MIO-POINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT OF OUTLET' PIPE EGTION A -A )F TREATMENT IN DROP INLETS WHEN DfERENT SIZES C1F S cna ARE ENCOUNTERED. SLOPE TO DRAIN TO INVERT OF NOTES \\ \\ • OUTLET PIPE SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 4 \ THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ \1 SSTNRUPLANS COR WHERE INVERT OF PIPE IS ABOVE INVERT OF j t / 1 W04OLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED N A INVERT WITHAPPLICABLEDETAILED HEREON OR SPE 1'fE INVERT SHAPING AS OETNLED MERLON IS TO CO O�AA PORTLAND CEMENT CONCRETE MDI CONFORMING TO CL OR e CLASS Ct,EXCEPT THAT 25Z OF COARSE AGGREGATE MAPY� UP TO 4" IN DIAMETER AM CONSIST OF STOVE, IRtOKEN pN CONCRETE OR BROKEN TE BLOOK. THE ALE '. SMALL BE LEFT SMOOTH BY MEAN! NMI iItOWELIING NONE 1 i OF THE COARSE AGGREGATE SHALLEXPOSED M OWES INVERT SHAPING SHOWN INEREON ARE FOR EXAMPLE NDWIDUALLY TO �� FI�EPARTK AR ICET ADROP INLET ISND O�TLf SHAPED --- COi�FIGURATION AND FLOW LINES, PLAN � -r' SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �AEN4 STANDARD METHOD OF SHAPING MANHOLE St INLET INVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATION 706.08 STORM SEWER PROFILE C SCALES. (H) (C- 1 =50.0' 755 745 EXISTING PROPOSED GRADE GRADE -_ 745 735 12"0 STM. SEW 730 LfIROP. L. Ili �4.00'�-1_5-0 -I?C- 1.25 SL PE M ZO_ » > a J m _0 O 11 � L_.- N 0 r- 0 sk2s9 -I-- 10+00 11 +00 W V) LLJ c!) LL_ Lim W a" W � V I O Z 0 w J r- I- F- U U � � -1 P-­ F Q J I-- N U) Z HQ W a� WDQ_> W F-- W . W W Z W _Y G U gZ wm x Z= Q W of F- w 1 W a_ Q O ■ V .J • a� O N In O ) Z (V N M 0 r � C _ (14 In V) I C r C W +� p cn �'o� (D , 0--� a) 0> "� a� 0 E a W m � �_ N U p U 0 _CL p � L E L'i ZN c:p R� CL �°'PyT H OF �tWo�y�'c4INTER i.� �q � l i G SSIONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: 1"=50.0' 06/27/03 SHEET: 9 / 1 O 12" x 18" STD. ,0" x 30" STND. HDCP SYMBOL (WHITE) SOLID SLUE BACKGROUN STD. U-CHANNEL POST STND. U-CHANNEL POST 00 }n( ® o -----PROP. GROUND -- PROP. GROUND O 30" NOTE: COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. "STOP' SIGN DETAIL NOT TO SCALE "' THE CONSTRUCTION OF THE WALL. TYPICAL PIPE BEDDING DETAIL GRANULAR LEVELING PAD 6" THICK MIN. TYPICAL SECTION —REINFORCED RETAINING WALL_ MODULAR CONCRETE UNIT SCALE: NONE CONTRACTOR TO CUT HANDRAIL POST NEAT HOLE IN CAP FOR POST FILL W/CONCRETE REBAR (TYP.) CAPS CONTRACTOR MAY BREAK OFF BACK OF UNIT TO INSTALL POST A POST DETAIL— PLAN VIEW TYPICAL HANDRAIL AND/OR FENCE POST SCALE: NONE olNunl r 3/4 " SETB4C VERSA -TUFF PIN 2 PER UNIT PINNING DETAIL CROSS SECTION SCALE: NONE RECEIVING SLOT PIN HOLES AND SLOTS FOR 3/4" SETBACK WALL CONSTRUCTION I 14` I I DRILL FENCE POST HOLE OR HANDRAIL POST IN CAP REMOVE BACK OFW., 18" BLOCKMIN. T REBAR J (TYP.) POST DETAIL— SECTION A —A TYPICAL HANDRAIL AND/OR FENCE POST SCALE: NONE DRAINAGE AGGREGATE PERF. DRAIN PIPE ® CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE IMPERVIOUS FILL 12" DEEP DRAINAGE AGGREGATE IN 12" THICK MIN. VERSA-LOK - c� MODULAR CONCRETE FACING UNITS I - GENERAL NOTES FIRE LANE SIGN 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT, N.T.S. 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4. SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT GEOSYNTHETIC REINFORCEMENT PER THE DESIGN STANDARDS AND PARAMETERS. SEE MANUFACTURER SPECIFICATIONS 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED FOR LENGTH, TYPE, AND SPACING GRAVEL, 6" THICK MIN. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL RETAINED BACKFILL HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY, 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME III I I FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN —III—II 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) APPROX. 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM EXCAVATION LINE NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. SEE MANUFACTURER'S SPECIFICATIONS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED. 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND REINFORCED BACKFILL WRITTEN SPECIFICATIONS. COMPACTED 95% OF MAXIMUM 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE STANDARD PROCTOR DENSITY UNDER CONSTRUCTION. 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL 4" DIA (MIN.) DRAIN PIPE BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. OUTLET 0 END OF WALL 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION OR ® 40' CENTERS MAX. INSTRUCTIONS AND WRITTEN SPECIFICATIONS. SLOPE TO DRAIN (1 /8"/FT.) W/FILTER FABRIC IF CONDITIONS ARE DIFFERENT THAN THOSE STATED _ IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR (_) I I— IMPERVIOUS FILL MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE 66" 30" STORM SEWER PIPE STANDARD PIPE BEDDING DETAIL N.T.S. SANITARY SEWER LATERAL 0.D.+16" � N.T.S. CG-6 Lc COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) -61�- I i -6" 2'- 0" COMBINATION 6" CURB & GUTTER REVERSED N.T.S. I- � „R --T WALLS OVER 4' co SCALE: NONE PIN HOLES FOR _ .. f.. VERTICAL WALLS SPLITTING GROOVE j 6" 2'-0"--I FOR HALF UNIT SPLITTING GROOVE FOR 0� FREESTANDING WALLS CONCRETE SIDEWALK DETAIL I I C • r U 1s' j STRAIGHT SPLIT FACE I 16 r yl • n OPEN JOINT AT 40 FT. CENTERS DRAIN DETAIL I - 12" VERSA—LOK UNIT UNIT DIMENSIONS PEDESTRIAN SAFETY RAILING N.T.S. PAINT FLAT BLACK INSTALL ON WALLS AS DIRECTED BY THE OWNER PINNING SLOT FOR FREESTANDING WALLS CG-6 2" STL. TUBE (TOP RAIL) 1" STL. TUBE ® 4.5" o.c. 1" STL. TUBE (BOTTOM RAIL) TOP OF RETAINING WALL 2" STL. TUBE ® 6'-0" o.c. N.T.S. EXP. JNT. MATERIAL P —SEE PLANS Slope: 1 /4": 1-0" V 4 d 0 u0 0 0�00 0 0 0 0 0 0 0 4 4 0 0 000 o�p�ononono oouo0<0` v CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONIC FLOW LINE 0 2' CURB -CUT 2 T-12" OR FLATTER 1 CLASS 1 OR CLASS 2 'T' DESIGNED STONE SIZE SMOOTH FOUNDATION UNDER FILTER '�li� "T11r' T, FILTER FABRIC OR_/SAND AND GRAVEL FILTER (4" MIN. THICK)KEYWA OF SLOPE TYPICAL SECTION CURB -CUT W/ RIP -RAP N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL STONE AGGREGATE TURNING LANE TYPICAL N.T.S. AISLE & ROADWAY & PARKING STALLS TYPICAL SECTION 2" SM-12.5AL BIT. CONIC. SURFACE COURSE 6" 21-B STONE BASE �1=L11=1�i COMPACTED SUBGRADEI- HANDICAP PARKING DETAIL n N.T.S- I I HANDICAP SIGN DETAIL N.T.S. 12" x 18" STND. RESERVED RESERVED I PARKING PARKING STD. U-CHANNEL POST CL VAN C/) . LY ACCESSIBLE z ° w � O PENALTv t100-S00 NALTY i100-500 (� TQIy-AN{AY ZONE iON'-AWAY ZONE cr - VAN HC ACCESSIBLE SIGN PROP. GROUND SIGN LLJ 'Q NOTES: 1 ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 2. HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY DINNER DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. -r- 2x6 TOP RAIL 1 x6 BOARD, - --- FRONT & BACK TOE NAIL EA. 1 %6" W/ 2-8d NAILS (EA. RAIL) Lj J H 8'-4x4 POST 0 8' O.C. — U U --- 2x6 BOTTOM. RAIL J f-- CV ( Z_ ATTACH RAILS TO POST F-- Z W 10 (' PROP. GRADE W/ 3-10d NAILS F- J _ N - (EA. RAIL) - " W MQDa ^ - _ WC/�OW} UQ F— W �-- U �... 12" DIA. POST HOLE, ^ " Z W Y FILL W/CONC. 0 Q (!) NOTES: %' m W X ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. W Q Z ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. Q FINISHED SIDE TO FACE ADJACENT PROPERTY. y W � W CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. Ci THIS DETAIL SHALL BE USED FOR THE ENCLOSURE U Q FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER w W LL W PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL 0 POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. d 0 ENTRANCE PAD & DUMPSTER PAD DETAIL d N.T.S. IJ o AS SHOWN ON PLANS Slope: As Per Plan '= •� (n 0 N G1 (O 0) 0)F N ►f r, Y N u� c NOTE: I 0 p THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR o 0 O O O N N O 00,0 O THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. o a (n W U � O O ' E' 3 6" STONE BEDDING 6" TYPE "A" CONIC. _i � (3500 PSI) 6x6xW2.9xW2.9 WWF m _c E a (2" Min. CLEAR) W L Q) U 0 L` Z l0 E w AREA LIGHT DETAIL Z N O SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE I 3/4"0 6" THREADED ANCHOR BOLT (TYP) 0 COORDINATE SPACING AND N0, Z IN 11 REQ'D PER STND MANU. J LLJ PROPOSED GRADE :D Z (n � I Z = I I O w I�III III k-rr77----77rT­---71 00 O° SALT H OF D 4 .8 —24" DIA `-' TIMO G. AMB 9 No. 260 4-#6 REBAR-3" MIN CLEAR CONCRETE (3000 PSI) 08/l81�3 IONAL 8" #5 REBAR 0 8" CC EACH WAY SURVEY: 48%48"x8" CONC. BA990TE: PL-PLC 2' 3' Min. SEE ARCHITECTURAL PLANS DRAWN BY: JOB NO.: FOR SIZE, TYPE, AND LOCATION. TGP 0211024 SCALE: DATE: N/A 06/27/03 SHEET: I +U /1-0-1 CURB 1 ARBY'S RESTAURANT AND RELATED SITE IMPROVEMENTS PROJECT: ARBY'S RESTAURANT AND RELATED SITE IMPROVEMENTS FAIRFAX PIKE OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VA ENGINEER\ PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER OWNER & DEVELOPER: EASTER MANAGEMENT, L.L.C. P. 0. BOX 1129 FRONT ROYAL, VIRGINIA 22630 (540) 869-7062 SURVEYOR: PAINTER-LEWIS, P.L.C. 302 S. BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: ELLIOTT RITCHIE PARCEL INFORMATION: PROPERTY ID NO.: 74B-7-2-D1 SITE AREA: 1.0904 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: FAST FOOD RESTAURANT CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 1.0904 Ac.=0.9268 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: FAST FOOD RESTAURANT: 1.4 SPACES PER 100 SQ. FT. OF FLOOR AREA PARKING REQUIRED: 3,562.29 SO. FT./100 SO. FT. X 1.4 = 49.87 SPACES 50 SPACES TOTAL 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED FAST FOOD RESTAURANT FRONTAGE: 173.95 FT. PARKING PROVIDED: 48 EA. REGULAR PARKING SPACES 5 EA. STANDING PARKING SPACES 53 PARKING SPACES TOTAL PROVIDED (INCLUDES 2 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 3,562.29 SQ. FT. (0.0818 ACRES) PARKING/DRIVES: 27,075.38 SO. FT. (0.6216 ACRES) CONCRETE WALKS AREAS: 1,457.51 SO. FT. (0.0335 ACRES) CONCRETE SLABS: 781.92 SQ. FT. (0.0179 ACRES) TOTAL IMPERVIOUS AREA: 32,877.10 SO. FT. (0.7548 ACRES) F.A.R.: F.A.R.: 0.0818 Ac/1.0904 Ac = 0.0750 < 1.0 OPEN SPACE: 1.0904 Ac. - 0.7548 AC. = 0.3356 Ac. (14,618.74 SO. FT.) (30.8%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SO. FT. Of Impervious Area: 32,877.10 SO. FT./2000 = 16.44 => 17 TREES (Required) => 17 TREES (Provided), Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge) 5% Interior Landscaping Islands: 27,075 Sq. Ft. X 5% => 1354 Sq. Ft. (Required) Landscape Islands: => 1480 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 50 Parking Spaces/10 => 5 TREES (Required) => 5 TREES (Provided) BUFFER: CATEGORY "B" BUFFER ALONG ADJACENT RP PROPERTIES. - 136.78 LINEAR FEET OF BUFFER. - SEE PLANS FOR NUMBER, TYPE, AND SIZE OF TREES AND SHRUBS REQUIRED. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTING (SEE ARCHITECTURAL PLAN) AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE AND FOOD PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. EA TE' MA AGEMENT, LLC AR= RE TAU'ANT FAI' IFAzWA�,PI E [ROU7E, 277) DIPF(MUCHMAGIS=rE[RIAL DI TRICT 3 TEPHE I7V9 w n I IA VICINITY AP 1" = 600' TM#: 74B-7-2-46 CHARLES A. STROTHER, JR. PAMELA P. STROTHER /NATHANIEL 4B-7-2-47 DB: 854, PG: 1047 HARLOW ZONED: RP SHIRLEY RITTER HARLOT \ USE: RESIDENTIAL / DB: 431, PG: 572 ZONED: RP USE: RESIDENTIAL TM#: 74B-7-2-48 j RETA H. PALMER / TM#: 74B-7-2-D DAVID L. WRIGHT / DB: 731, PG: 258 ZONED: B2 ©� USE: VACANT o, TM#: 74B-7-2-C RED APPLE, INC, w DB: 585, PG: 582 ZONED: B2 USE: VACANT 4W ® S 89°32 44" E 173.95 DB: 769, PG: 1130 ZONED: RP USE: RESIDENTIAL 49" E 136.78 - --- TM#: 74B,-7-2-D1 FASTER MANAGEMENT, j / LLC INST.#:030001025 1 ZONED: B2 EX. USE: VACANT PR. USE: RESTAURANT AREA: 1.0904 ACRES C�' TM#: 74B-7-2-D3 I B.H.R. PROPERTIES, INC. INST.# 030002206 ZONED: B2 go TM#: 74B-7-2-D2 USE: VACANT cU B.R.H. PROPERTIES, INC. co INST.#: 030002206 ZONED: B2 USE: VACANT B � 60' R/W TM#: 85B-2-1-3 TM#: 85B-2-1-4 TM#: 85B-2-1-5 JOHN & LINDA WATSON ALFRED & WILMA JENNINGS LINDA HOBBS & MR. & MRS DB: 523, PG: 331 DB: 802, PG: 1154 SOBEN ZONED: RP ZONED: RP DB: 110, PG: 1518 USE: RESIDENTIAL USE: RESIDENTIAL ZONED: RP 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. ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CMF ONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE r HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER. BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE PEROFOOT. THE GUTTER OVER LENGTH(TYPN TH op; I flN Y . PAINTER No 18260 G `r'sIONAL SHT. 1 /10: COVER SHEET SHT. 2/10: GENERAL NOTES, CONSTRUCTION NOTES, AND MISCELLANEOUS DETAILS SHT. 3/10: SITE LAYOUT AND UTILITY PLAN SHT. 4/10: SITE GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHT. 5/10: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHT. 6/10: SITE LANDSCAPE PLAN SHT. 7/10: SANITARY SEWER LATERAL & WATER MAIN PLAN AND PROFILES SHT. 8/10: SITE UTILITY DETAILS SHT. 9/10: STORM SEWER SYSTEM PLAN AND PROFILES SHT. 10/10: CONSTRUCTION DETAILS �Al'Sly E Pt A;h? 7 1f� 44// ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL w 0 is - ru'Al NTE R=LEWI 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: pointlew@earthlink.net JOB NO.: 0211024 SHEET: JUNE 27, 2003 1 / 10 Latest Revision Date: FEBRUARY 2, 2004 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. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.G. Sc G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET 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 U.S. ROUTE 277 (FAIRFAX PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf), SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE CEO -TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERAL SHALL BE CONSTRUCTED WITH 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2,08%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MANHOLE, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. A NEW 2" WATER SERVICE WITH AN 1�" METER ASSEMBLY AND VAULT WILL NEED TO BE INSTALLED FOR THE RESTAURANT. THE WATER PIPING SHALL BE 2" DIAMETER POLYETHYLENE MATERIAL AND INSTALLED AS SHOWN. 5. THE EXISTING 8" DIA. WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21 "; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER, IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: a) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. b) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8 3/4" AND 1- WATER SERVICES. c) FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. d) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS, 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE, 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING DRAINAGE CHANNELS ON THE ADJACENT PROPERTIES. THE RUNOFF FROM ON -SITE RESULTS IN A NEGLIGIBLE INCREASE FROM THE EXISTING CONDITIONS ON -SITE. THE EXISTING DENUDED LAND AREAS PRODUCE A HIGH RUNOFF COEFFICIENT AND THEREFORE A SMALL INCREASE WILL RESULT FROM THE DEVELOPMENT OF THE FACILITY. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE STORM SEWER SYSTEMS. PAVINGN AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AIS LES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE 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. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V,U.S.B.C.) AND SECTION 303, USE GROUP (A) ASSEMBLY (RESTAURANTS) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH MODIFICATION). 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. Al 17.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 6. A PERMIT SHALL BE REQUIRED FOR THE BUSINESS SIGN AND THE POLE LIGHTS PROPOSED IN THE PARKING AREA OF THIS SITE. 7. THE GREASE INTERCEPTOR SHALL ONLY SERVE THE KITCHEN WASTE FLOWS. ALL OTHER SANITARY SEWER PIPING SHALL BE CONNECTED BEYOND THE GREASE TRAP INTERCEPTOR. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK, CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON! THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 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 1N 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. Y 1 ** PR. STREET OR AISLE APPROACH TO CG-11 1 A BE THE AME AS lu) MAINLINES ROADWAY. � or RADIUS TO BE AS C o SHOWN ON PLANS) (RADIUS TO BE AS C C SHOWN y _j (uj 1 �RADIAL CO BINATION CURB & GUTTER 4'(ST'D. G-6) SIDEWALK * OPTIONAL] FLOW LINE NOTE: WIDTH "B"= 2'-0" MAINLINE R0j OR AS SECTION. SHOWN ON TYPICAL PLAN VIEW 10' 8% MAX. EDGE OF SHOULDER OR - PARABOLIC SLOPE CHANGE OPTIONAL FLOW LINE CURVE r fm�-� MAINLINE ROADWAY MAX. ® " --•�'- - _------- 8% SLOPE CHANGE MIN.y' 40' MIN. FOR STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM (500-1500 VPD) <3% 6% LOW (LESS THAN 500 V D) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE 4"[- ,,I ... 2 R tf CLASS A3 (H.E.S.) AlI CONCRETE =i SECTION C-C IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE OF THE RADII SHOULD BE ,LIMITS INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: D ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE - STABILIZATION REQUIRED FOR MAINLINE PVMT. - D WHICH CAN BE OMITTED IN THE ENTRANCE.) ® RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED D BEYOND THE R/W LINE EXCEPT FOR ______ _ REPLACEMENT PURPOSES. D 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 CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. REV 7/95 VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT 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. ,tn.pU N_ U A 1. TANGENT PLAN PAGE 1 OF 1 V5. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE N UTILITY COMPANY IT 13 THE SOLE RESPONSIBILITY OF THE DEVELOPER Z TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN O_ CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL N OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6. 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. V7. 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. V8. 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. ABLE ® 6' 2'-0" 5'-0" JCTION CG-2 OR CG-6 12 : 1 48:1 MAX. OR 20:1 48:1 MAX, ® 7" WHERE STD. CG-3 CG-7 IS USED. SECTION A -A :; pplN X STD. CG-2 d5 DOWELS. 8' LONG A 12' C-C PERMISSABLE SLOPE. 12:1 CONSTRUCTION JOINT MAXIMUM CURB 14 SECTION B-B 12� AT M, 2" HIGHER THAN +x EDGE OF PAVEMENT AT M M. SAME AS MIN TOP OF CURB. TYPICAL PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) AT INTERSECTION APPLICATION WITH BUFFER STRIP J" DIA. _ THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" x 60' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK DIA WITH A WARPED SURFACE. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER TRUNCATED DOME TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE DETAIL ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. -• OO fto 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 x 8` PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR. O O O O MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2'. 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF CURB/CURB AND GUTTER. OOOO O 00000 O I 7. 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. OOOOO O 000000 O 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP OOOOO O 000000 O RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. 9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. VARIABLE 3' MIN. 10, TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING PAY LIMITS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLED & PERPENDICULAR) APPLICATION N.T.S. VIRGINIA DEPARTMENT 203.05 ar 2003 TRANSPORTATM �v a_ r- rn coo I'_�I ---1 21 a w LLJ F_ w Z Z Z 0 ® LJ Z U Wcew 0 W � z 0 U z J I- Q F- U U (� J �-- 04 W Z F Q Ld Ld 0 J > 0 w Ld F--; X 0 Lu L� u F- z w 0 Y D z m LJ.J Z F-QLLOW 3 F- C) (�i,LLJ(n O [t d ■ J0 e 0 N a+ O CV CV to C ® C'4 N ..- o to •E cn ( v o v o>.��� ® i m N c c a ui al _c� a '0 - � U p ®® N Q ul �U) Z J W W � Z0 Z o W t a - n' TIMO PAINO No. 18260 G IkA&'10NAL SURVEY: C.I.: PL-PLC N/A DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: N/A 06/27/03 SHEET: 2/ O o" TM,f.• 748-7-2-46 ` t }Cb CHARLES A. STROTHER, ,JR. Ex. House / PAMELA P. STROTHER \ / DR.- 854, PG.- 1047 \ 1 ZONED. RP / \ USE.- RESIDENTIAL i EX. SAN, MH "CORE DRILL lEx Shed / --Ij TMf 748-7-2-47 TOP=735.36 PROP. INV. IN= -M.67 (� PROP. MH-1 / �✓ ttt NATHANIEL NARLOW INV IN=728.04 TOP= 748.00 / SHIRLEY RITTER HARLOW TMI. 74B-7-2-48 INV OUT=727,93 "`1 \ 6"0 INV. IN= 736.70 8•72'- l� DB: 431, PG.- 572 , RETA H. PALMER CONECTION TO EX. 8" WATER \ 6"0 INV. OUT= 736.50 36.13'-----_____ ZONED: RP DB: 769, PG.- 1130 MAIN PROP. 8"x8%6" TAPPING USE.- RESIDENTIAL ` ZONED.- RP N USE.- RESIDENTIAL SLEEVE & 6" TAPPING VALVE & A V� �.'�'�'� S" �lB'J�'go 7 BOX. TAP BY FCSA /,c �// COp r �Q 5' PARKING SETBACK IS6 ie-'�" /^o• SORr3s°�6\ £x. Bovrd'Fence AROp 29, S/p��,� � � / / Q�' •SO � `v �J Hai \\ ,� / WOOD FENCE / 106 �- 6 80'--� `` _ /NAC` TIV£ BUFFER 0 ry -__ ------ .- .-._.� �W SEGMENTED / 2" CMU � D' N RETAINING WALL O ti / / S S 0 251 ACT/ 1 T VE BUFFER 0 / 0' �Qk'iy 10' (ryp� /oo o OT 0 ry 41 45'MFR �r G 6RM gRfq oo CrGg6S j pFR S R l jOROA "s`�o. TYP•) /ASS ? 0 tiry ro C'�RO,y w c, Ex. Pole C°AR�/C£? I k'qr (perO R ¢S 9 0 4OT 'y C� sR l / AFR lyprFR <R ' ZN o� $�9 S00 4 S cv, r10, k STgN qR4 `r ` `�,. °j 180 43 Sp Oi \ 0 0 °�:I sij ac�ip (r ACf TM#• 74B- 7-2-D CG R6 M > �o� J °^, �' EAROp DAWD L. 14RIGHT R �- ''� SF,o�'/D� n; 4Fc O jJ C DB 731, PG. 258 , 9Rq?rOSi r0 R r q , ZONED: 62 BEND r0• f0 S00' bs (!r OF TM,f!• 748-7-2-C USE. VACANT 8 e SS0 E•pHCc`�°' O (q�0 RED APPLE, INC. / 24 /NV 4• $ p4� ° fl�lr ^� /1. A COPY OF THE LEGAL OB: ZONED.- P B2 82 aP is \ q ; . R ° f. 2 0 2 �� 0 N R 0 o AGREEMENT FOR THE PROP. CONST. 00, 3 C £y 30� 2 o Qo USE.• VACANT oc0 \^ • S ' COye; ° \ Rgyp I 1 f�' 'o'� �Jv ESMT. SHALL BE SUBMITTED TO THE 00� o, $ / 1 R �� FRED. CO. DEPT. OF PLANNING & \ p { r5 N ,5 = ZONING PRIOR TO CONSTRUCTION ^ Vo_ OF THIS PROJECT. ��,�OF Sy ?gj, / 2. PAINT CURB YELLOW TO s a� g�oY/OF 4�UTp�� `\ o-': �/ INDICATE LOCATION OF FIRE LANES WHF�F10�. qF� O AS DIRECTED BY THE FRED. CO. / ��RFpG4'�1 FIRE MARSHALL. 190 ALO�R �Fo MLR l Ex. Bldg, ho ^°4 Q GRGq ye) 4984, „� TM,(..• 748-7-2-D2 0 4 ; q 9y SF 40 PROP. 51.76'-12 RCP, FF=738.41 p COHFR, o llkp 00 �Z 40 CL. 111 0 2.90% Sloe B.H.R. PROPERTIES, INC. No. 00 4St R p INST• 030002206 ZONED: 82 v,-07' pRpp / US£.• VACANT Rfp� 6 � =(9 NOTE: / Jo �- j J - /p, ■ �" 2���� N . r` 4 �a / C� PROP. DI-3B, L=6' ALL EX. FENCING / �''o^' M V S ) 2QQ� TOP = 742.70 ALONG LOCATED ON ls0 044 4~ _p,. �'1 o2V 0- SITE � 12"0 INV. IN=738.35 SHALL BE 0_ 3Q � �s n,, 2. �, a 18"0 INV. IN=737,85 �� \aeeOik REMOVED DURING w j c18"0 INV. OUT=737.70 CONSTRUCTION All: gQ° V 4OF THIS FACILITY. I '40h .V �A..ti. 18"0 Es-1 � �ce oINV. IN=738.00 �_ OD PROPTOP_ D144BOL=6 Lp SEGMENTED o"? ,yy� o°� T& aU / 12"0 INV. OUT=740.80 RETAINING WALL � o' 1. m (LOCATE 1' INSIDE ► ^h ® ), PROPERTY LINE a `O _ c� /J PROP. DI-3B, L=6' I oQ ry u - S , TOP = 746.50 Ex. Pol 12"0 INV. IN=742.50 0Nw -h�gLx� FU UGE CONNECTION oNw TURE BRL / TO EX. POLE ! 50 R 2� p "--�64.6.6' / 2 yp °Nw 01 off BENCHMARK f A PROP. DI-1 4 81 2' 1'3�-� 0HW - �w Nail In Pole O TOP=736.40 �j ` ,y. � p RO/° 18 R O 01y/ +__ oHw Ex. Pole Elev 745.32 86. o + 00. s! '~ - 0Hw / 18"0 INV. IN=734.90 10 O, Ik G R. !' l c>raiv --- - o 18"0 INV. OUT=734.87 °0 50 B.R.L. �"8 " h,b _ ow 0 00 _ R �. oHu; PROP. DI-36, L=6, ^"� g. 43r, 0 4y 0H`i of+w- �� ® TOP = 741.70 Ex. Conc. S GNP I � � �- M 4°� � Y" Ogiv - '` o --- // 8"0 INV. IN=737.23 Pod r L R o o = o'� '- oHw _ 1 "0 INV. IN=736. 424' PROP. 1 otiw --- oHw �✓ 18"0 INV. IN=736.40 \ Og 38 r8. 103.20 _ 18"0 o 0 18"0 INV. OUT=736.20 `� 20'R 1 9' I RCP, / Ex, Pole 5 PA ING SETBACK ^ PROP. 29.40-`-12"0 RCP, _ EXIT SIGN , £X. STM MH ® PROP. DI-38, L=6' FUTURE BOUNDAR LINE - CL. III 1.369' 15 e - 15'R ^ PROP. 24.00 -18"0 RCP, TOP=737,82 TOP = 741.30 �- r. - (6' FROM FC UTU N CL. III ® 1.25% Slope INV IN=731,85 INV. OUT=737.30 4 PROP, 89.58 -18"0 RCP, INV IN=731.9$ "'' CL. III 1. 3; Slope i ENTER SIGN INV OUT=731.77 - o (4 FROM FC) U-) .ta ram._ c; rn 5' PARKING _ C1 ' tilit Easement EX. 20' Utility Easement EX, 20 U 1 y - - - / 1%'ig6 INV= 728. 06 s � �SETYACK 1 i� � - "r'-s -- -- �� INV= 731.32---25.66' 42.30 ,S 691014 7' MI- A EX. 20' Utility Easement 10' GUTTER TRANSITION FH 16'-18"RCP_STM, SEW. ® 2.81% O ROP. STOP BAR FROM CG-6 TO CG-6R 790' (+/-) TO NEAREST EX. SAN. MN - '- - '�` "' �` CG-12A 12" WIDE, WHITE) - PRNATE DRIVEWAY ENTRANCE TOP- 733.83103'-18 RCP STM S£W. ®2.93 �/ V ; oa / INV IN=724.87 - �C-- �, OP. 30"x30" 6g CG-12A STOP SIGN lNV 1N=725.43 - - � - 30.74' 25 R � INV OUT=723.18 "- - - ^ i- - _ - - --103.00' 15'� __..UL ----- -r` ---- --- = 84.00 _ 6' SHOULDER INV- - - - - - - - - - - - - - - - - - - � - - ST Ex-2^H.P. Gas Line ..._ - - - - - - - - - - _ - - - - - - .� _ - - - - - - - - - - - - 146.18' - - - - - - - - - - - - - - - _ _ - -- - - - - - - £X -=p a 3 =18 RCP STM. S£W�.�MATCH EX. O.` - - - - EX. STM MH EX,-EOP � £x-2 H.P. Gas Line TOP=737.47 CURB NOTE: EX. EOP INV OUT= 732.29 - ��-- V - _ FIELD VERIFY DEPTH .��_ I,R1 �,�g.X PIK.�' ROUTE 2�'7 EX. -fOP 1 OF EX. GAS LINE- - - X.50' CONE BOX--181'= DISTANCE TO NEAREST 1050'= DISTANCE TO NEAREST POSTED SPEED LIMIT= 35 M.P.H. STM. SEW. CULVERT* 0.96% - - -- -- - - ENTRANCE TO ADJACENT PROPERTY. STREET INTERSECTION. (1-81 60 R�W 530'= DISTANCE TO NEAREST EX. -EOP (DOMINO'S PIZZA) INTERCHANGE) SIGHT DISTANCE= 1050 SIGHT DISTANCE= 950' STREET INTERSECTION. (VA RTE. TO 1-81 STOP LIGHT) ESOP HIGHPOINT OF KNOLL 1020 - HIGHLANDER ROAD) l Ex-8" Water Llne -- o � � ��- �•- _ Ex-8" Wafer Line DISTANCE TO FH= 530 .f ° WV ® INV= 727 58 FROM EX. TEE WV #TT 20 0 20 ko I C) Bell Systems MH TOP= 735.77 Scale 1 " = 20 ft l Cry M cra m 4n M U m Z W Lu U cn v �• z a-- 6 w Q v w V cn LU p ct W O \ CO O \ O O \ c,1 0 \ 00 L I- \. \ �. a CQ Lei J U V p% -� F-- N W Z_ it <wZW ot� w =) b W F" X< LLJ t; }-w Z W Y t� V �y)a-�Z w CD X W Z �Q � �W t- w tat_ W^ 7 CL o 0 IL ■ 6 ■ J • N ('0 rnM n c V) N N V) r1_ to C sr! <04 U 04 i cn •� o 0 C) wj 05 _0 -) cc -0 a L 0 a� •� E Q M N a1 L o- *FA= W N 0 0 ZN c0S~'W R o M TN OF , RM4 G PAINTER 8260 21,0 4G1,��v SIONAL SURVEY: C •I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: 1 "=20.0' 06/27/03 SHEET: 3/ 1 0 EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION (;E o0000onoo0oonoo0000000 ENTRANCE 3.05 SILT FENCE $F 3.07 INLET PROTECTION �p 3.08 CULVERT INLET aP PROTECTION -SILT FENCE 3.09 TEMPORARY DIVERSION IL L DIKE eee 3.18 OUTLET PROTECTION eeseee eeoee: 3.20 ROCK CHECK DAMS 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING - 3.35 MULCHING MU 76 'i.4� -- 762 / l 1EX Shed �' TMj. 748-7-2-47 7s2,3a / I f � / NATHAN/EL HARLOW \ f 749,50 f f / r f SHIRLEY RITTER HARLOW 11N/: 74B-7-2-48 _ / 1 4 DB.• 431, PG. • 572 ` RETA H. PALMER \ r / 753,82 754+` { 71it3.9 ''�/ r '' �� ZONED. • RP DB.• 769, PG. 1130 r �' USE. RESIDENTIAL , ZONED. RP (n 166 USE,• RESIDENTIAL pk' �\ \, � / / ,� 1 �7 a1 ,tag r0 60 f � `7 s. � SaR °p r / \ -- ML 7 0 \ � 7 6. Ex Board Fence � '� f / pS �V '� \ �, �' �. ,91.6d' 168,02 S TO M� / �� \ 1 -, 76 .6 _. __" 7f�7, o r. + 767.67 7$7,70 6525 wqT � `. �413,40 Wf94D FENCE \ ``..•,-c. -,,,` 6� � .._ ' " ~-- -._.._ --_... ,___ --...._ ._.... __ - ..._. --- ..._. -•_- .-- "'' ._ �� � `�•a 7 '�]\ ./ \ 10 \' ,"' +'� ACT/12' BUFF 7 �. •.3 7540 ✓ it 4? \ /�i� °; 7? . 7J� 4 psr �? t R,yF�Vj(/ ?• p _ - -T 75i .13 2 _ _ - -- -- - f \ \ 4� A,gRkPROp f ZQp k'A4� f -f- 750 46 5# -j- 749.9 7 +74Z3.9 / - 7 5,40 �k0 , /747 2 �I , + 750.27 749,92 f Ex Pole l-` \ PS MU E ) + 749,84 748+748.14 ( 743.98 � aJ► � �b�iV "`o, ` � \ 7M# 749-7-2-D i 5.5 04b, f DAIAD L. 14RIGHT - 73$.6G I 37 a-F t MF -� \ PC 256 e0 p ?p�N 745,6 746, \ I ZONED: B2 6 . " \ 6.3 \ \ \ \ \ \ USE' VACANT / - 4S IP 746. -{- 74tZ.73 \ TM,p 74B-7-2-C E \ \ \ \ RED APPLE, INC. ✓ 73F3,a0 8.2 DB. Z585.DPG. � 82 r d / \ / `-' Q Rj,1,FT '• � o \ \ \ I \ \ \ USE. VACANT Dp - ' h V/ \ \ \ f/ T- / PROP. STM. SEW. O 746 TMj: 748-7-2-D2 B.H.R. 7473 PROPERTIES, INC. \ \ 74 73 --}-� + 745, 84 - '~ - INST.,* OMW2206 Ex . l0 2 ZONED: B2 `- FF=73673B 4f /4 "` .: ' '�U 3� �b / ~`` USE. VACANT + 745.72\ / \ Gj� h h qq 4,7M.1 a.J YS ryv �! V 4.� all 7-37 / / r \ oo ° • Qom' Jt7 k• xi h + 745.13 12" CMU / SEGMENTED II f f� RETAINING WALL Q` l \ / t ,f 7.37.30 \ 4 C ? 1 + 744.91Ex QHW OHW OHN f ,0 �P3 Op 4 - ¢_ _ 4° �744, 69 A f ,y 2- Fr r BENCHMARNail In Pole K •� \ f % PS TO MU 1 wry. '0'op o _ w - Ex Pole Elev-745.32 \ 0Hw 737 4�'} � R'`�kj ¢' yw�TF 4 � � � �, � 736.g7 E4 _T 24 R p 74 .62 w \ + 7 7 50 B. _. 50 B.RL. PS TO MU or -- .. oHr ti- _ _ OH& ti- _ _ t�H� -� / \ orx i IP -V 744.8$ f / / }� Ex Conc. 7 7.40 PROP Pl TM. I`" - o ' - r/ 737.3Cf \ Pod SIGN PROP. TM. S C7 o O o O IP 2 / \ 0` �" 0 t,86 U O 000 t 43. �v 747.85 \ 1 \ Ex Pad k� IP A. Q 0 Dr .h Li f` % 3f'40 �a• N � 0 � � o IN SF 73S•B9 ORP. STOP / + 743.75 PROP. 8"x8"x6" TAPPING SLEEVE, f 3 PS TO MU TAPPING VALVE, & BOX, and T.B./f k SEW \ 6"9� 22.5' BEND & T.B. / / P R6P. ROP. STM. WATER MAIN 6- . \ BEN? & T.B. -I- 742.14 DID 43 3 C1 } 744 I PROP. SAt�I. SEWER LATERAL EX 20' Utility Easement 736.84 n°o T 2.7 S PS TO MU £X 20' Utility Easement amm . . 737, c INV.-725.00 73 A �D 3ti. Ut ft 1 � 4 .44 J Cl s wow �i' �' `~ - - r �---e - - 737.1 73f>. SF FS TO MU p 'r ` 42 ~ \ PS TO MU `44 46 1 �57,11 `\ 74 .53 CE 74 ,o�" Z� 73 .bl _ 38.61 \_ O C ti - t 7 Z 73s. 29 �* 38.8 --1 + 741, 24 �41 • G +7 O O O C+ ea 743, 74 PS TO MU .37_0 7,35 37,= _ - 8 39.7 _ 00000 ` 742 743.63 6' SHOULDER 7 7,2f IP 37.4r O O 0 d',Q ` '4.Q8 a3.5 -737 - _ ,,,,� _ _ - -' _ _ - _ -� -�_ -__ _ -.. ----_ F _ _` - 37.3.3 3 EX -nip A*op 4T ;3756 - �%89 �." ��8ti .a3 -"' 38 6� + 739.�J2 ��53 44.01 -r0 0 0 0 __ -._ __ _ _ � - 74 y7__ - _ _ __... 744,76�-- _ _. FIELD VERIFY VERIFY DEPTH `� EX fOP ��� E�-EOP 73 � "" '•`_ --- __ OF EX. GAS UNE. _ _ .A RF" FlU .ROUTE, % 737,5A73r,1;1 73 ,A} �"" r 41�89 742,88 743.54 74 i3 73 s POSTED SPEED IMIT= 3d'. 60' VW - --- - } _ I - __ 7as474492 737 2 EX. -EOP �� \ 73 4 731.32 . �_, - 8'25 737.52 73$.25 73 .17 �� 47�U 1Q P 741.5 �"_ _�'_ "MAN=° -. _�� -- 4 s 742+53 743,26 U E 20 0 20 60 mod Scale 1 " = 20 ft r, Cy � ti trt` n 'z 0 0 r� 0 z Fn JQ w a. W "J Q 0 Z zQ o c� Z 0 F- W W t; J F_ F- Q J --� � N F- d Z Z F- Z j W ?F- Q C' 2<0:�> W F- X W} Zx Y C,�U My) Ix> aD- < Z W tjQ WOW Z Q W W x �Q 25w W to 7 O tY I- 0 a ■ O ■ O N a 0rn c to N � C 1n 1 coo coD 1` • O � vai W ..1 1 0 c a� o to " -C Wtt0u•o _a F_ (n 3 W QO o M a 00 Z JW W ZO OZ UW �c� O � r p9w a 18260 ��12f 3olOs 1, " `pS'loNAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: TGP JOB NO. 0211024 SCALE: DATE: 1 "=20.0' 06/27/03 SHEET: 4/ 1 V 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 Arby's Fast Food Restaurant facility with related driveways, parking facilities, and truck loading area; site grading; water & sewer services; storm sewer system; and site landscaping. 2. Existing Conditions: The existing 1.09 acre site is currently undeveloped and is vacant, open, and sparsely covered with grass and weeds. The site has approximately 174 linear feet of road frontage along Fairfax Pike (Route 277) which will be used to provide access to the site, when developed. A new two—way entrance will be constructed along Fairfax Pike which will provide permanent access to the site. The site generally slopes from the rear property line adjacent to the existing residential subdivision towards the Fairfax Pike right—of—way where the storm water is conveyed to the existing roadside ditchline. The finish grading will maintain this grading pattern and eventually all storm water will be conveyed to and controlled a large storm water conveyance channel located off —site on western property line of the adjacent Domino's Pizza site. This channel is part of a large storm drainage system the controls the storm water runoff of the Fairfax Pike service area. 3. Adjacent Areas: The site is bounded on the north by the original Plymn—Owen Estates residential subdivision. The western property line is bounded by the existing Domino's Pizza restaurant and the eastern side is bounded a vacant, commercial lot that is similar, but larger, than the Arby's parcel. The southern boundary is coincident Fairfax Pike (Route 277) right—of—way. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On —site soils had been disturbed previously by the use of this area as a borrow pit. The overburden shale material has been fully removed for borrow and the site has been left denuded to the underlying bedrock seams: 36C: Pits, Quarries, Dumps: (1 %-2% slopes). Mined Shale removed to reveal Bedrock. Hydrologic soil group D, Class III Soils. (Approx. 95%) 41C: Weikert—Berks channery silt loam:(7%-15% slopes). Hydrologic soil group C/D, Class II Soils. (Approx. 5%) 3B 641 " 5. Critical Areas: None. The residual soils on the property and basically the underlying bedrock and erosion of this material is minimal. Care should be taken to ensure that the existing roadside ditch along Fairfax Pike is protected during the construction process. 6. 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 the Fairfax Pike roadway. 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 rear 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. Cl. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. Aft er r 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 darns, rip rap stone protection, 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 1: 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 the construction entrance. b. Installation of the silt fence along the Fairfax Pike right—of—way lines, as indicated on the plans. c. Installation of the proposed diversion dikes to convey the runoff, as desired by the program administrator. d. Installation of the inlet protection devices at the existing pipe inlets. PHASE 11: 3. Site Construction Sequencing: a. Stripping and removal of any debris and vegetative cover to its full depth, as needed. b. Rough grading of site and installation of the fill material. Blasting will be needed to accomplish the proposed finish grades and for excavation of the utility trenches. Care shall be token to accomplish these tasks. c. Building construction. Cl. Installation of the proposed utilities. — Phase II Controls. e. Placement of check dams for ditchline protection and installation of the inlet protection. f. Curb and gutter installation. g. Final Grading of site. H. Installation of the Rip Rap stone and outlet protection as needed along the channel slope. i. Installation of topsoil and 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. TEMPORARY DIVERSION DIKE Cmmnartafl Rnil •, Ir-+-II=1I II 11�II . is-� • t . � •t,�,•,a ice.+.:a:e:'�.`^'.Y`:.;{• ::.:•:..: , ice,, �•,;:>;T;.:._ „ , • ` , f MEW,, ilow.1 SILT FENCE C UL TIER T INLET PROTECT -TON -- ENDWALL 'DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED I RIPRAP CONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A eX4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I,-- I , I FLOW i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 00j FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CLASS I RIPRAP SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER* 12" xUNOFF WATER WIRE MESH FILTERED WATER o r _ REIT SEDIMENT a . CONCRETE GUTTER 12' CURB INLET SPECIFIC APPLICATION THIS METHOD OF 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 #3, #357 OR 5 COARSE AGGREGATE. PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED :HANNEL L a D% — ► SECTION A -A FILTER CLOTH KEY IN 8•-9'; RECOMMENDED FOR ENTIRE PERIMETER I 3do (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a ' I D' ,I d SECTION A -A FILTER CLOTH KEY IN 6"-Y'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE 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. Id V) r 1 Q) o 1_6 Z W U) J d <C 0 < Z (-) (n W t� 0 X Z W U U —1 I-- � N � (n Z F-- Q W d WWLLJ w ZWYC'� Z WC0XZ= F-QL_0W UJ /_y ~ w W LL Ld 0 p A O a_ ■ O ■ O N a W% :•_' p :1 (0 N to rn rn N Ci N LO Lo LO 1 . N tf) C �■ N CN C +' 2 Q0 c° a W 0)It U i 0 � tr) 3 +' IDC E I Y. cn W-C r 0 U a w Z (14 O Q 14' CL c� V) LLI W Z 0 LU 0 Z LL TIMO . PAINTER No. 18260 $Ili 0� `�sIONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: N/A 06/27/03 SHEET: 5/ 1 0 PLANT LIST KEY OTY. BOTANICAL NAME COMMON NAME S/ZE SPACING REMARKS AC 13 Abies concolor White Fir 4' B&B 10' o. C. CB 7 Carpinus betu/us £uropeon Hornbeam 2" ca/. See Plans EA 5 Euonymus a/atus Winged Euonymus (Burning gush) 3 Gal. Cont. 4' o.c. F/ 11 Forsythia x intermedio Pensifloro' Border Forsythia 3 Ga/. Cont. 4' a.c. IC 166 Ilex cornuta 4worf Burford' Dwarf Burford Holly 3 Gal. Cont. 4' o. c. ✓P 22 ✓an1peras chinensis %'fiizeriana Pfitzer Juniper 3 Ga/. Cont. 6' o.c. KP 1 16 Koe/reuteria paniculota Ponic%d Go/denrointree 2" cal. 35' O.C. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: PLANT SPACING VARIES PRUNE ALL BROKEN, DID WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS' TO REQUIRED DEPTH AN W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALI STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED 4z*1114711 NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 4" MULCH 3" SAUCER AROUND TREE --- tV EXISTING GRADE: BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. TREE PLANTING SECTION MIN. 2 f4 GO (/)f >- / T 748-7 �2-46 / l LU / CH, LES A. ST�OTHER,/ X Ex. House y PAMELA P. STROMER f {r: DB.• 1354 PG: 1t�47�s � ZOit�ED: RP, f �% f L is 2 f USE/ RESIDENTIAL EX. TOPOGRAPHY AND THE PROP. RETAINING WALL WILL FULFILL THE l 1 � €Y FREDERICK COUNTY REQUIREMEN FOR i r r A 6' OPAQUE SCREEN/FOR TH / ' tl 1EX EShed /" 7M,/!• 748-7-2-47 CATEGORY "8" BUFFEF. A FULL f NATHANIEL HARLOW to q LANDSCAPE SCREEN ALSO EQUIRED ` f ~" �. _ , '` SHIRLEY RITTER HARLOW W } �^,LLJ t� AND HAS BEEN ADD D ALON THE /` r DB. 431, PG. 572 Cl; ' , PROPERTY LINE AT ,HE TOP/ OF THE / , rJ ZONED. RP ' " EMBANKMENT TO FURTHER SCREEN THE / f # - �,� r USE- RESIDENTIAL PROP. DEVELOPMENT FROM ADJAPENT % RESIDENCES. (PLACEMENT OF /{SLANTS S L FOLLOW �r ` � -i...rry t� r• � y �� GENERALLY THE CURVE7OF HE FINISHED GRADES AS rSHOWN. - � ' � �? - £� Boc � ~ ` � W 18.93',._._-�- 25' INAC F = =-- -- U 10-00' WIDE OOD FEN 4 _ . �. 940 )FQ • Z g ii Q CL I ; � kp / • • ram'"' `'`, � �,� �,� / _- Ex. Pole_-- 040 t � / 90, ££ T TMI. 748-7-2-D ,' 1 ° • r - ` ARO � t p,��IW-'- DAWD L. WIGHT � } :"::?* • r ZONED: 82 / USE. • VACANT ` % 1` • -'~ `;`°a" .� ROP. STM. SEW. PROP. STRIPING el. wa.s _cl� Q ry ° L/R�C 'IS)!_ 90, 10 gt40' // - TMJ 746-7-2-D2 W J l a 3 F 0 £ �./ f B.H.R. PROPERIES, INC. INST ..• 0J0002206 M Q O 1Ix Ex Bldg -'' t �2 q `� ZONED: 82 W W FF-738.41 t d 1 /O Q�v O: �4i �2 ` e USE. VACANT C.7 W Ix M FX , e" W r cony Q��, �'� o�� MhQ •• Q O � Sc �O Gr r ., t�j r � fr 12" CMU '~ Q OQ ' �• Q" ! a .�F. . p ■ J SEGMENTED RETAINING WALL # t � Ex. Pole 014w J ( •� � c0 v' rn c } S N Ln • f C74�li v C a' _ 1 °e 7 C14 I L t0 (CO 1v / p t C. BENCHMARK v� 2 ovi pgROp 9 t Nail !n Pole v o O l °HN fk Elev= 7 45.32 W a' , 3 0 5 Q _.. -(IO B. R. L. - omw v a CL Ex Pod PROP, PROP `' V; PRO TH E ° W v t as v SIGN° W. • +' v rrr 3 ° o 0. _ f ti 00 1 i JW ram'' PROP. V ATER SE �` % %i i 4 j EX. 20' Utility Easement _ ; _ ✓ EX. 20' Utility Easement 1� N • 03 0 Z EX 20 Ufil ty , menf W I,IH op 6. SHOULDER _ TIMOTI4Y G PAINTER 9 EX -EOP EX. -EOP 260 F_IRF" PIKE' ROUTE' 2_ 770� -/k1)03 � POSTED SPEE IIIMIT= 35 M .H. 60 W `— r-- T` �'S � ' Y SI ONA1 EP ---- _ SURVEY: L-PLC 2. DRAWN BY: JOB NO.: 20 0 20 60 SS 0211024 SCALE: DATE: 1 "=20.0' 06/27/03 Scale 1 " = 20 ft SHEET: 1 0 �<X, general backfill 8,\ 0XII F51-11 / , �n 2'- 7* NOTES 'A" grade general backfill trench (see note) -6 6" minimum� 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. In B B (see note) minimum FOR DEPTH GREATER THAN. 10. USE STANDARD ir A- LUGS TO BE 21/2"xl/4" trench 7.7DI-1 A L21 11e. CAST WITH COLLOR width as _....lJ machine excavation limit 10'-4 LONG A A CAST GAJ ....... p for board " " :,. I re STEEL ired 2. THE "H" DIMENSION SHOWN ON THE STANDARDS O.D. WELD ALL (typ.) IRON AND SPECIFIED ON THE PLANS WILL BE MEASURED Cr3 11r; 8" 8 0 CONNCETORS 661: 8" 6" dia. schedule 4 C14 LOS. 143.6 steel pipe filled ii L FROM THE INVERT OF THE OUTFALL PIPE TO THE 4 NC UDING INCLUDING TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE KI/ COLLO) 3 with R OPTIONAL C C) )as concret ONE WELDED BRACE RIBS L APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND C) concrete and pointed JOINT 24" select backfill select backfill yellow 1/2%1 1/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY C" THE CONTRACTOR FROM FIELD CONDITIONS. see note) e) .7 1/2"x4" STUD 7' 'K 4. 2 SHEAR CONNECTORS 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS rich ti01rr11_MNw, trench Ato stone bedding Ld /v, boxes box +-9. 5 2'- 7 TO BE SHAPED IN ACCORDANCE WITH STANDARD gate valve gote valve undisturbed ecil 91/2" 12*-,44 6 IS -1. THE COST OF FURNISHING AND PLACING ALL N C C N PLAN 3/8' MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 0. D. OiD. LJLJ C (GRATE J 112 O.D. 18" dia. TYPICAL SECTION INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SECTION B-B CY - concrete- TEE, WYE, OR PLUG encasement > *denotes hand excavation '�c 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE x 3 In lieu of wood forming the fitting may be wrapped with COLLAR DETAIL 21/2" IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, **D" 12" min. for 10 and smaller pipe THE INVERT OF THE STRUCTURE SHALL BE SHAPED polyethylene, and the concrete poured to completely surround DIMENSIONS FOR L 6" the fitting and against undisturbed soil. The bearing dimensions 4'-2' L6. "D" 18" min. for 12" thru 20" pipe CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR concrete against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. 2'-7' PONDING OF WATER IN THE STRUCTURE. THE COST stone stone thrust Yo WEEP HOLE OF FURNISHING AND PLACING ALL MATERIALS STANDARD CONCRETE ARCH block BOLLARD DETAIL *6" minimum _ft• INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED -4" DEPTH AGOR. #68. IN THE BID PRICE FOR THE STRUCTURE. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS COLLOR --- #78, OR #&62' MtN." WIDTH general backfill general backfill Pipe Plugs, Wyes & 111/4* and 221/2' 45' and 90' Q 5, STEPS ARE TO BE PROVIDED WHEN "H' IS 4'-0" see note) (see note) Dip. Tees Bends Bends 17s71 .. ... .. �-!­6- OR GREATER. FOR DETAILS SEE STANDARD ST-1. D A B C A B C A �B C 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. � • .. ............ 6" l'-O" O'-9„ l'-O" 0'-9" Y-9- 0'-9- 1' 3„ 3'-9" 1 -9 C I..... 1 1. � :�-' direction of setting to be approved prior to installation C ............ 2'- 3'. 7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" 8" l'-3" 0'-9" 11'-Y 0'-9" 0'-9" 0'-9" l'-6" Y-9- 8. : ... , , .1.­..­.­1... � I C-C TO BE PLACED IN ALL AREAS ADJACENT TO . ..... 10" V-6" 0'-9" l'-6" V-0" Y-9" l'-,3" 1'-9" 0*-g' 2'- 6" ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN .... . -A C'I SECTION A 1 '-0" 12'-6" V-Y 1' " V-6" 2'-0" 1 '-0" 3'-0' 12" 1'-9 -0 4 LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED. ..... ... ........ �/X/ -Y 1'-0" 1 '-6", 2*-Cp - -0" -Ti7- T--O 1'-0" S-O" 1 0" 4' SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN, N CONCRETE QUALITIES FOR MINIMUM DEPTH 24 select bockfill 24 select bockfill as required Concrete pad V-6" sq. x 6" deep 16" 1 2'-3" V-O" 3'-6" V-6" l'-O*' 2'-0' 2'-9" 1' 0" 4'-6" 12" CONIC. PIPE-1.440 Cu. Yds. CONCRETE 11 /2' 8, 3" DIAMETER WEEP HOLE WITH 12"Y12" PLASTIC (see note) (see note) 15" CONIC. PIPE-1.528 Cu. Yds. CONCRETE 18" 12:-6: 1'-3" 3'-9" V-13" l'-3" 2'w-_OL -0" l'-3" 4--g- MESH OR GALVANIZED STEEL 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE W 2' HARDWARE CLOTH 1/4 51-C W-6" 4'-0" V-9" `-6" 2'-0"13'- 'V- 20 12 3" 1' 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE SECTION D-D WIRE. MINIMUM WIRE DIAMETER 0.03", NUMBER 4 ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE stone - 11 1/4* U W BENDS AW 11/4' 3/4- OUTSIDE OF THE STRUCTURE. 2" min. 6" max. 6" 6" V , 0.0. go 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 IV. rods over fittings and ZN .1.1 1/2 O.D. oeseg embedded in concrete thrust blocks. e GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. Ul-/l/ STANDARD DROP INLET APPROXIMATE WEIGHT CAST IRON 10. ANY ALTERNATE METHODS OF ANCHORAGE GRATE 363 A 18IJ MEETING THE APPROVAL OF THE ENGINEER MAY BE 4' Stan 12"-24" PIPE: MAXIMUM DEPTH (H)= 10, L 6. FITTING SIZE ROD SIZE NO, RODS EMBEDMENT NOT T5 SCALC' L screw UJI 6- VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN type 2" & LESS 6 2 30" 104.01 HEREON. F- concrete concrete YX - adjustable 14" 20" 8 2 36" stone to be valve box 0 stone Concrete above top of base locator marker minimum of 6" CONCRETE CRADLE CONCRETE ENCASEMENT Stan NOTE: To be compacted to 95% of ASTM D698 maximum density. Volume of thrust -cu. vd. 1 Fitting rust block in '0 -1 Z4* 122-1/2' 1 45* 1 90' 1 4 0 VERTICAL B TRENCH & BEDDING size Ill eg Figure 1 me Stan beddin 6' 1.3 y 0 e 1.1 2.3 END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"-60" PIPE 10" 1.8 3.7 HUB END ON OULET END -SECTIONS HUB END ON OULET END -SECTIONS 12 1.2 2.8 5.5 SPIGOT END ON INLET END -SECTION SPIGOT END ON INLET END -SECTION THRUST BLOCKS FOR VERTICAL 14" 0.5 1.7 3.9 7.6 __000 J _J X UP BENDS SHALL BE THE SAME 16' 0.9 2.3 5.1 - X X mechanical AS FOR HORIZONTAL BENDS. CONCRETE TO BE >/ 18" 1.4 .3.2 !6.3 CONCRETE TO BE 0 1. joint swivel 4000 PS MINIMUM 4000 PS MINIMUM 4.5 tee with 6" 20 2.2 7.8 branch PLAN CONCRETE THRUST BLOCKING Figure 2 FVE DIAMETER P DIAMETER C__ _-8-­_ OF PIPE OF PIPE Q FIRE HYDRANT ASSEMBLY zlm�. - _J Figure 9 1 App�_ (N Z STEEL FABRIC =FREINV Z ORCEME 0 < LJ Z D­­ > PAY LINJ I____PAY LINE- ,SECTION X-X END VIEW SECTION X-X END VIEW :2 0 UJ W - CAO� -9rORN-DAM Af� EAO XC-VJ&V Dwlrwows w A%-f 4K*7rA A C 0 r PA*r y_J A D _T_ W 4- 2* -o" 4- 1' $-1 Z'_0 4 1 -11 UJ V) 15- 1 2-3 11-91 4--o -3 2*-51 5,-fr- F- I Z re 9- _2�C,. 3--t . 9- 1 9 1,7i- 2-r? 9- 0_1 7- 51-1: $'-1' J'_61 1'-1' 0 ff4- 4-7- --& -4" Z7' to 1/7- --o- 2-1 1 4*-6' -4 --d- _7 __T 1'-0' 4-6 - Z 112, 4,_10 112' - 5-3 8'-e' X Z 441 UJ CL cast iron cleanoul cap With W brass plug must be 8" from --PAY LINJ the top of the screw type NOTES: 0 adjustable box LLJ UJ PIPE FLENGHTS SHOWN AN PLANS ARE finished rode a - BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS 0 CULVERT TO USE THE ALTERNATE DESIGN SHOWN ON 8" 1 square concrete skid pad THE RIGHT. LENGHTS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". 0% 20% 6" deep -cost iron cleanout cap with top of manhole at grade in pavement areas ;LOPE DETAIL VBHH77-15BHC-11-77 VALCO, Inc 1'-6" [umni'less otherwise directed (top shall be set 24" SPECIFICATION 6 2" custom setter C:7 411 Fig. No., 71 BOB brass plug having a square skid pad 6" thick - REFERENCE n (meter by FCSA) with lid marked countersunk square head J above grade in easement areas) 302 FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 102.01 =J Ponella Model PA4SV-CSK (4") 717-71 E$- 1] 71 1 7 F "SEWER" I'll M, NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION C,4 cost in place standard f lot access door, top for 4' 01 a) centered in top diameter L SDR 21 cleanout pipe t 3/4" x 2" butyl 0) (see note 1) manhole joint sealant 4 J t. bottom section 3/4" concrete anchor bolts (4 each) LO 2' max. 35" max. C14 varies at property line finished of box adjustment rings (11" max.) C4 grade brick base (0 (see note 2) (0 V) SDR 35 spigot by SDR C: 0 0 I oskete� bell adopter & -�t 9 LU A &,- J 0 Zftft 4 SDR 35 4' _0 `�:Nr. gasketed bell =J 0 skid pad 41�," FOR ET EXPANSION JOINT C: rool C Wye (see note),,. SDR 35 gasiketed concrete ASTMC-150 EXPANSION JOINT R DETAILS OF INLET KEYED C 4000 psi ONST. ��BARS D OF SIDEWALK STANDARD IC-2. JOINT 0 E 3' riser section sanitary sewer main ,.rbell 45* bend _-Y-10"-1/7FRAME & COVER SEE BACKG_ AP QD �U') 2" CTS 19SG-i __4 W OL -4 -C W 0 a (PET) 200 psi w/ manhole with waterproof coating S C BARS B 9 7 C4 WARPED LU E BARS F GUTTER cutouts -7 2�,; BAR C 20 0 SUBBASE SS inserts at all CS-55 by Conseal I nominal size RV 30 butyl IN= 03 J W Z C*4 HARDWARE Joint sealant applied between I M+ LBAIRS F for 4' diameter S . DR 2 1 W CLOTH polyethylene tubing 112- or 16" (typ.) -C onnections '04 Z joints and on exterior side of -7 WEEP HOLE N miJ joints . SEE NOTE 8 CJ OD _-.4- 6" stone bedding joints ore to be -BAR IF BAR A ACE OF CURB-/ STEPS SEE I L --NOTE 5 i/r2" mil sealed with 0" CD GUTTER . . . NOTE if top of sewer main is greater saddle with ring gasket -0. 4 _CRACK JOINT CONTROL CRACK JOINT CONTROL.Y,_%YAYAYA than 15' deep, then Wye and bend SECTION A -A to be heavy wall SDR35. __10 MAX. PLAN 10, MAx.__ corporation stop solid support blocks 4'-0" variable I 6' MIN 6' MIN.BARS A Z 0 water main •SEWER CLEANOUT I.D. 9 1 1 Ill Jill - W under custom setter -pipe to manhole connection to _10, Li Lj 6" stone bedding Figure 17A 5" be by flexible sleeve A ball valve curb stop 4 MAX. 20, -J Z with Ill (CTS) both C14-44 w/ SS invert channel to provide a ----i - ., Z 0 inserts and MIP 3'-0" min. KEYED CA ends (B44-777 w/ SS smooth transition in to out, JOINT WARPED GUTTER 0 Z plastic plug for all connections 2' max., 4,-0" max. BARS G_ APPROACH GUTTER 0 LLJ Inserts]: with 2" gate 4. . - 1k. - -, - BARS E Eau valve operating nut• top of bencli some elev. BARS F BARS E B BARS 9 precast invert or grout bottom• BARS F as top of pipe WEEP 3 -O"--1 NOTES: to form channel D�2 HOLE 6 FRONT ELEVATION SECTION B-B 6. (GUTTER REMOVED) P�Tii OF or our approved equal- 4 'd A- 11.2.5")t2.5%.25" l. Access door shall be by Halliday Products A • A. I •.% X - GALVANIZED a) in non -traffic area - model no. S1R3030• 4' 5x BENT 2.5 1/4 b) in traffic area - model no. H1R2424 PLATE .5*x 4* STUD SHEARU TIMOTHY 1/4-R PANER 8 CONNECTOR WELDED 2. Water service crossing street: 6" bedding stone TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CO-7 STANDARDS. TO ANGLE IRON AT N 1 60 TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B 2' C-C. a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. GALVANIZED PLATE FOR TYPE A TO BE BENT QN AN ANGLE OF 6630' WN In L�WT? OnBEANNP PIS T? AAf"OREJJJ�. WITH 1/2 x4" STUD SHEAR The piping shall run from one foot beyond sidewalk, LAT 2 C_ NOSE DETAILS 2 APPR. PAVEMENT 014 across street, to one foot beyond sidewalk. NOTES: 1. Manhole sections shall have on external coating of approved polymer film water proofing prior to installation. WARPED PAVEMENT CUTOUT DETAIL b) Install 12 gouge insulated copper wire (for line tracing) 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of SIONDI-3A DI-38 DI-3C AL (typical) from Corp. stop to into the meter box [ wrap wire around water proofing, Corp. stop; wire to be taped to top of PET at 10 foot SURVEY: C.I,: intervals; come up into meter box and terminate level 4. Skid pad to be placed around manholes located in shoulders of roads. ;47 I_ 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 1-0 Pill 2' with angle ball valve]. 5. Flat top costing shall be used on shallow manhole (4 ft. or less) installations. FLOW FOR USE IN SAGS DETAIL WHEN USED DRAWN BY: JOB J 1 1/2" and 2" METER INSTALLATION 7u 'J5 FOR USE ON GRADES TO BE ADJACENT TO CURB N' X A F- 3. jr .4req"',red Ao A Figure 6o STANDARD MANHOLE Revised L WITHOUT GUTTER TOP 0211024 Figure 12 Oct 2003 SPECIFIIWION SCALE: DATE: REFERENCE 233 104.09 N/A 06/27/03 STANDARD CURB DROP INLET 12"-30" PIPE: MAX. DEPTH (H)=8' 302 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 8/10 OPROP. DI-1 TOP= 73640 18"4 INV. IN= 734.90 18"0 INV. OUT= 734.87 PROP. DI-313, L=6' TOP = 741.70 8"0 INV. IN=737.23 12"0 INV. IN=736.90 18"0 INV. IN=736.40 18"0 INV. OUT=736.20 OPROP. DI-3B, L=6' TOP = 742.70 12"o INV. IN=738.35 18"0 INV. IN=737.85 18"0 INV. OUT=737.70 OPROP. DI-2B, L=6' TOP = 744.80 12"0 INV. IN=741.00 12"0 INV. OUT= 740.80 OPROP. DI-3B, L=6' TOP = 746.50 12"0 INV. IN=742.50 61 PROP. DI-3B, L=6' TOP = 741.30 INV. OUT=737.30 C1 18"o ES-1 INV. IN=738.00 50 0 50 150 m m Scale 1 " = 50 ft 1_4 \ r r \ t \ I i PROP' S9'158'-18'0 RCP, ++ t- CL. 111 0 1.45% Slope \ %I �� _ ._CPI 01.36% Slope2P, w ` J x f r' \ f - ->• - _ L J I f PROP. 150Qp' "4 PVC;J V 2:5 Slope 8"0 i V.=740.73 \ , \ ti \ 1' 1 \ ROP. 51.76'-12"d RCP, PROP. 103.20'-18"0 RCP, CL. 111 0 2.90% 'S�ope CL. 111 0 1.26% Slope \ \ \ PROP. 24.00'-18"0 RCP, PROR. 123.03'-12"0 RCP,', i CL. III 0 1.25% Slope CL. I� 0 1.99% Slope \ s STORM SEWER PROFILE A-E SCALES: (H) 1 " =50.0' B - cc E A D 7551 755 NOTE: CUT PIPES OPOSED GRADE 750 - 750 NOTE: XISTING GRA DE RUK - - TALL-EB 745 1 " MIN, SEIARATIQN.745 740 - - 740 PROP. 5 .76'-1 TO RCP 1 o L PRop, 1,03,0'-1270 735 ,•-� ., CL. III 0 1.99% SLOP:-'735 POP, 1 3.20' -18" P ' _.. - -UGG L. III 1.26 o SLO PR. . 7301 PROP. 89.58'-1 R P 730 L. III 0 1.4 0 - EX. 8"�s RCP TM. SEW._ - J J J J co m N m r m 9 m CA O; '� (6 l M DO r. I 00 I Ln 0 tr p et IL II F- a II II I` a it II F- d II F- cy,0-O �O -O --0 O-0 D: - 0r, --- --- 00- O a Q, a L6 a a 00 00 C14 10+00 11 +00 12+00 13+00 14+00 „• ,-, .. ,. ter• .,. • , r GALVANIZED W 3" OW WEII' SEE N FRONT ELEVATION ffi GALv. L2/Z/Z"X2%:'")'/; � ro -E GALV. MC6X12 Y-2- :m c1I D_ D BARS B WEB l 10, C-C JOINTS ' TYPICAL BARS C e 8" C-C 2'-7" Q414" C-C L-- E SECTION B-B COLLAR 2'_T. T-4" 2'-0" N BARS A -It L 21/i'X2%Z"x+/:' N = _ GALV. MCSX12 " a •BARS E SECTION D-D s e 6" C-C WELD p.yn BEFORE BARS WELD ALL MC6X12 r SSZTUD �£AR SECTION C-C TOOt1AO► COLLAR TFR. ADECREASE TOIS USED SECTION E-E = APPROACH GUTTER I�1 a 5- C I 7 r I . OW a .. .�m 51XV4" 1/ L 21/Z X2�2"X,/4" FL ' BARS A-1 - SEE NOOTE•B BENT PLATES- �'k CALVMaZE9 -BARS A FOR USE ON GRADES a OZW s 8 Q C 1/s" CONK p-2C L - BARS I C-C RONrO 2 C-C. P. TYPE A TYPE B STEPS. SEE: NOTE 5 NOSE DETALS fl LowFLOW B" - 8" TYPE A NOSE DETAIL. SHALL BE USED WITH CG-7 STANDARD. 7" TYPE B NOSE DETAIL SHUL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE ON AN ANGLE FOR USE IN SAGS SECTION Af'A OF W AI+D IS TO BE MIgiDRED WITH z"X4" STUD BOTH SEES TO BE SYMMETRIC, . FOR STEP DETAILS SEE /sump. ST-,. CTO� wELDEn To BONr TE AT 2 C-C. PECFr.ASHEET 1 GF 2 STANDARD �CM � / DROI MET ► CE 12" - 2,411 PIPE: �l DeTH (H) - 9' 233 104.03 VIiOM OEPARTM ERT OF TRM6PORTATDN 302 STORM SEWER PROFILE B SCALES: (H) I" =50.0' B B1 755 755 750 750 EXISTING GRADE 745 745 PROP. RETAINING WALL 740 740 STM. SEW. ' ' 735 , " IN. CL. 111 0 .36� SLOPE 735 PR. UGG 730 730 -I -J m N m M6; ;�F6 00 �Oz- -0 cr_ r't` pt�z- C) rn a + ►- co r- r- .- + Z 10+00 11 +00 w PT liiFftR�in sNZEs of � '-- ARE FNCOUNTERID. NOTES, SHAPING OF "*+C)LE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTIft SPECNFIED ON PLAYS , WHERE INVERT OF PPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP NL.ET IS TO BE FORMED ANO CONSTRUCTED IN ACCORDANCE WITH APPIJCABLE STAWARD OR SPECUL DRAWING. THE INVERT SHAPING AS OETAIFD HEREON IS TO CONSIST OF A PORTLAID CE►FNT CONdtET'E MD( CONFORMING TO CLASS A3 OR CLASS Ct EXCEPT THAT 257.. OF COARSE AGGREGATE MAY BE UP TO 4" IN DUIMETER AND CONSIST OF STOPS pR.p}�.N B!qG BROKEN CONCRETI OR BROKEN CONCRETE BLOCK. TFf SURFACE SHALL BE LEFT SMooTH BY MEANS - i IS-1 SHAPE TO ELEVATION OF MD -POINT OF LARGEST PIPE. I SHAPE TO CONTO BUR 1 I I I I I I I 1 / SLOPE TO DRAIN TO INVERT SECTION A -A Of OUTLET PIPE METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE of THE COARSE AQ GATE sm-L REMAIN FAO NONE I I RMOF INVERT SHAPNG AS SHOWN HEREON ARE FOR EXAMPLE - • `S PURPOSES ONLY. EACH MMNIiOLE - DROP K I iS TO BE SHAPED OW LINES. 1IAiVDUAl1Y TO BEST FfT TPA PARTICIAAR INLET AND OUTLET CONFtCLAtATKTN ANvo FL 302 PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VX"" DEPARTMENT OF TRANSPORTATION 106.0e STORM SEWER PROFILE C SCALES: (H) 1 " =50.0' C C1 755 755 750 750 EXISTING GRADE PROPOSED GRADE 745 745 740 740 12 "0 STM. SEW. 735 735 ROP. 4.00-180 P L. 111 0 1.25 L 730 730 J cn r, I M r- r d II II ~ O D:O--O PO N > > j C) z CI S s � + F - , r e- + - 10+00 11 +00 F fCn co v 5 i I L3 G v Z CLt c EL a i '00- ti o I IZ W U) VJ U W a" t!) Q � Z 0 Liw -I F- F_ U _I F- N (f) _Z HZ W W9=J� MQO- uj ix �� CL �Z CC� W z uiQ Of Ow LJ l�L W 0 112- CL0 (1) mi 0 0 • N r O N M n 0 (j) N d) C r• ,t . N U-) C CV N Z cfl V) v 'c co v (L O j J 0s�.v� z E ii m" a�,- wN s s a� v v �- Li w Z 0 N O a� C� In z0� JW Lj �z zZ 0Z � 11`G. t8 �� No. 9 260 o� G�� ONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO. TGP 0211024 SCALE: DATE: 1 "=50.0' 06/27/03 SHEET: A / 1 0 CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE - Z cj 1 ,y VERSA-LOK MODULAR CONCRETE FACING UNITS IMPERVIOUS FILL 12" DEEP DRAINAGE AGGREGATE :. 12" THICK MIN. GENERAL. NOTES FIRE LANE SIGN 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. N,T.S. 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4. SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT P, NO ,,N, 12" x 18" STD. GEOSYNTHETIC REINFORCEMENT PER THE DESIGN STANDARDS AND PARAMETERS, ME SEE MANUFACTURER SPECIFICATIONS 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED LANE FOR LENGTH, TYPE, AND SPACING GRAVEL, 6" THICK MIN. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6 FOR WALL RETAINED BACKFILL HEIGHTS UNDER 4 FT. AND 12"' FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. STD. U-CHANNEL POST �- II —III- ! i _ "\ 9, DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 1-I I I- l I 12" OF THE TOP OF THE WALL.. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW 66 � FINAL GRADE IN FRONT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) -- APPROX. 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM EXCAVATION LINE NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. O 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. L1 13. SEE MANUFACTURER'S SPECIFICATIONS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED. 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR _ -.— TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PROP. GROUND c _ t- REINFORCED BACKFILL WRITTEN SPECIFICATIONS. COMPACTED 95% OF MAXIMUM 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE STANDARD PROCTOR DENSITY UNDER CONSTRUCTION. 30„- 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL NOTE• \/ 4" DIA. (MIN.) DRAIN PIPE /\\ OUTLET 0 END OF WALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. 17, FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION COLORS SHALL BE AS FOLLOWS: -11 —I ` \/ OR ® 40' CENTERS MAX. INSTRUCTIONS AND WRITTEN SPECIF►CATIONS, WHITE LETTERS AND BORDER ON TI I I _ •--T---•~-'� SLOPE TO DRAIN (1 /$"/FT.) RED BACKGROUND. III—III—� —I—'— I I W/FILTER FABRIC IF CONDITIONS ARE DIFFERENT THAN THOSE STATED �� S i G N DETAIL "STOP" SIGN IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR III —) 1 1— IMPERVIOUS FILL MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH GRANULAR LEVELING PAD THE CONSTRUCTION OF THE WALL. TYPICAL PIPE BEDDING DETAIL 6" THICK MIN. STORM SEWER PIPE TYPICAL SECTION -REINFORCED RETAINING WALL N.T.S. MODULAR CONCRETE UNIT O.D.+16" SCALE: I._.,.,, NONE "I CONTRACTOR TO CUT HANDRAIL POST NEAT HOLE IN CAP FOR POST FILL W/CONCRETE REBAR (TYP.) CAPS CONTRACTOR MAY BREAK OFF BACK OF UNIT TO INSTALL POST A POST DETAIL— PLAN VIEW TYPICAL HANDRAIL AND/OR FENCE POST SCALE: NONE 3/4 " SETBAC VERSA —TUFF PIN 2 PER UNIT RECEIVING SLOT PINNING DETAIL CROSS SECTION SCALE: NONE PIN HOLES AND SLOTS FOR 3/4" �---- -� SETBACK WALL CONSTRUCTION I 14" I 16" STRAIGHT SPLIT FACE--/ . 1.� .a• .. e• r I 12" 1 VERSA—LOK UNIT FINAL BACKFILL CAREFULLY COMPACTED DRILL FENCE POST SELECT BACFILL IIIII = — HOLE OR HANDRAIL POST IN CAP LI REMOVE CRUSHED AGGREGATE BACK OF 12" I 18 :.... BLOCK I MIN. —:::.:.:.:. =I I I -I I F E'Ll ii REBAR 6" MIN (TYP.) CG— 6 COMBINATION 6 CURB & GUTTER _C POST DETAIL— SECTION A —A N.T.S. TYPICAL HANDRAIL AND/OR FENCE POST (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) SCALE: NONE 6" IlE 2', DRAINAGE AGGREGATE - PERF. DRAIN _ i\ PIPE OPEN JOINT AT 40 FT. CENTERS DRAIN DETAIL COMBINATION 6" CURB & GUTTER REVERSED N.T.S. 6" 1- WALLS OVER 4' - SCALE: NONE PIN HOLES FOR • a' " a ;; 4 •t VERTICAL WALLS SPLITTING GROOVE T 6"__�------ 2'-0" I FOR HALF UNIT SPLITTING GROOVE FOR \ FREESTANDING WALLS CONCRETE SIDEWALK DETAIL UNIT DIMENSIONS CC AI F• t\ ONIF PEDESTRIAN SAFETY RAILING N.T.S. PAINT FLAT BLACK INSTALL ON WALLS AS DIRECTED BY THE OWNER PINNING SLOT FOR FREESTANDING WALLS CG-6 2" STL. TUBE (TOP RAIL) 1" STL. TUBE @ 4.5" o.c. 1" STL. TUBE (BOTTOM RAIL) TOP OF RETAINING WALL 2" STL. TUBE © 6'-0" o.c. N.T.S. EXP. JNT. MATERIAL SEE PLANS -- Slope: 1 /4": 1-0" O 4- 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '4 o 0 0 0 0 o 0 0 0 0 0 0< v 4 0 0 0 0 0 0 0 0 0 000 o"oh0/ CG-6 or CC-6R (Typ.) -- 4" CRUSHED STONE (3000 PSI) 4" CONC -14-FLOW LINE 0 2' CURB -CUT 2 OR FLATTER 1 SMOOTH FOUNDATION UNDER FILTER CLASS 1 OR CLASS 2 FILTER FABRIC • . / //\\//\\i/ ;'♦ram! ; �'✓ SAND AND GRAVEL FILTER (4" MIN. THICK) KEYWAY AT • OF •TYPICAL SECTION - CURB --CUT W/ RIP —RAP N.T.S. i0" x 30" STND. HDCP SYMBOL (WHITE SOLID BLUE BACKGROU iTND. U-CHANNEL POST ROP. GROUND NOT TO SCALE STANDARD PIPE BEDDING DETAIL SANITARY SEWER LATERAL N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL STONE AGGREGATE TURNING LANE TYPICAL N.T.S. AISLE & ROADWAY & PARKING STALLS TYPICAL SECTION 2" SM-12.5AL BIT. CONC. SURFACE COURSE 6" 21-8 —-. STONE BASE COMPACTED SUBGRADE --- =1I 11I I - HANDICAP PARKING DETAIL - - N.T,S. HANDICAP SIGN 3' Min. HANDICAP SIGN DETAIL N.T.S. 1 � "bCNO ._•-12" x 18" STND. ,SAE RESERVED RESERVED PARKING PARKING z 0 ---STD. U-CHANNEL POST l �`� { �.I CL VAN ACCESSIBLE C) N Q' w PENALTY f100-500 PENALTY f100-5w Ly TOW -AWAY ZONE TOW -AWAY ZONE I <S 0` i I VAN HC I I ACCESSIBLE SIGN PROP. GROUND SIGN FIE' J 1 I d aC NOTES: 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 2. HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY OWNER. DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. 2x6 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 %6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POST © 8' O.C. ~ U U h W J r-, F- Q ----- 2x6 BOTTOM. RAIL J F- N Z_ ATTACH RAILS TO POST Q W to 0 PROP. GRADE W/ 3-10d NAILS Z < uj w �- (EA. RAIL) ^., W :D -� :,, A WHEW Ld }-- _ 12" DIA. POST HOLE, ^ " z W V U ^ ti• FILL W/GONG. Uy Q (n NOTES: lJJ^ ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. W X Q Z = ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. (l 0 a - FINISHED SIDE TO FACE ADJACENT PROPERTY. 'Q uj CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE ENCLOSURE U Q Cy (/) FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER w Ll. IJJ PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL O POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. 0-1 0 ENTRANCE PAD & DUMPSTER PAD DETAIL C� N.T.S. ao AS SHOWN ON PLANS ^° N Slope: As Per Plan co a' 0) � e q NOTE: N I LI c THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR .o.rr °� N N .s °� non oO ° 00 THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. `0 L _�d _ _ a 1 F In In J L 6" STONE BEDDING " ° 6" TYPE A' CONC. (3500 PSI) 6x6xW2.9xW2.9 WWF co o 0 E ° (2" Min. CLEAR) W v •a n AREA LIGHT DETAIL z (~ww w N _z N.T.S. —j SEE SITE PLAN FOR LIGHT LOCATION(S) 3 ALL LIGHTS SHALL BE POSITIONED M OI TO PRECLUDE DIRECT ILLUMINATION OFF —SITE I (Y 3/4"06" THREADED ANCHOR BOLT (TYP) 0 COORDINATE SPACING AND NO. Z REO'D PER STND MANU.Lij J Lj PROPOSED GRADE =) Z cn 4—#6 REBAR-3" MIN. CLEAR CONCRETE (3000 PSI) 8" #5 REBAR 0 8" CC EACH WAY 48%48"x8" CONC. BA`iOTE: 3' Min, I SEE ARCHITECTURAL PLANS FOR SIZE, TYPE, AND LOCATION. CURB U TWO *T-�2 NTER No. 260 4"', 08 Ite,Jjo �sIONAL SURVEY: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211024 SCALE: DATE: N/A 06/27/03 SHEET: 1 0/ 1 0