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HomeMy WebLinkAbout13-05 Don Beyer Volvo - Car Dealerships - Back Creek - BackfileGENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL HAVE THE FOLLOWING: A. A CURRENT VA CONTRACTORS LICENSE. B. A CURRENT VA CONTRACTORS LICENSE TO BE DISPLAYED ON SITE. C. CURRENT APPROVED CONSTRUCTION DOCUMENTS ON SITE. D. ALL APPLICABLE PERMITS SHALL BE DISPLAYED ON SITE. E THE CONTRACTOR SHALL HAVE AND SHOW PROOF OF INSURANCE TO COVER INJURY, LOSS OF LIFE, AND/OR PROPERTY. 2. ALL CONSTRUCTION ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE COUNTY OF FREDERICK SUBDIVISION ORDINANCE, STANDARD DETAILS, VADOH SPECIFICATION BOOK, THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, AND ANY APPLICABLE SPECIFICATIONS UNDER WHICH A PUBLIC ENTITY HAS JURISDICTION, EXCEPT AS NOTED IN THESE PLANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING DEWBERRYAT 540-678-2700 IN THE EVENT OFANY DISCREPANCIES IN THE PLANS OR IN THE RELATIONSHIPS OF FINISHED GRADES TO EXISTING GRADE PRIOR TO BEGINNING OF WORK 4. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ROADS, FENCES OR OTHER STRUCTURES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES THAT WERE NOT PART OF THE CONTRACT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON ANY EXISTING ROADS AND ALL WORK PERFORMED IN THE PUBLIC ROADWAYS OR THEIR RIGHT-OF-WAY SHALL CONFORM TO TRAFFIC CONTROL AND SAFETY STANDARDS PRESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS. Staunton District Office 811 Commerce Road Staunton, VA24401 (540) 332-9075 6. THE CONTRACTOR SHALL NOTE THAT IN CASE OF A DISCREPANCY BETWEEN THE SCALED AND FIGURED DIMENSIONS SHOWN ON THESE PLANS THE FIGURED DIMENSIONS SHALL GOVERN. (CONTACT ENGINEER OF DISCREPANCY). DISTANCES SHALL NOT BE SCALED FROM PLANS. 7 THE CONTRACTOR SHALL HAVE APPROVED CONSTRUCTION DRAWINGS PRIOR TO THE START OF CONSTRUCTION. 8. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLYANY WORK WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY TO PERFORM SUCH WORK. 9. THE CONTRACTOR HAS NO AUTHORITY TO PERMIT THE USE OF ANY PORTION OF SITE BYANYONE EXCEPT FOR ACTIVITIES DIRECTLY CONNECTED WITH THIS PROJECT. 10. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AT LEAST TWO WORKING DAYS BEFORE STARTING ANY CONSTRUCTION. MISS UTILITY- CALL TOLL FREE ....................................................... 1-800-257-7777 ALLEGHENY POWER........................................................................... 1-540-8694426 COUNTY OF FREDERICK.................................................................... 1-540-665-5651 FREDERICK COUNTY SANITATION AUTHORITY .............................. 1-540-868-1061 FREDERICK COUNTY PUBLIC WORKS .............................................. 1-540-665-5643 VIRGINIA DEPT. OF TRANSPORTATION ............................................. 1-540-525-1818 GARBAGE COLLECTION: FCSA.......................................................... 1-540-665-5615 TELEPHONE: VERIZON......................................................................... 1-800-921-8101 CABLETV ADELPHIA......................................................................... 1-888-233-5638 GAS: SHENANDOAH GAS.................................................................... 1-540-869-1111 POLICE/FIRE/RESCUE.......................................................................... 911 11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROMAVAILABLE RECORDS. NO EXISTING UNDERGROUND UTILITIES WERE LOCATED ON THIS SITE. HOWEVER, THE CONTRACTOR MUST DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS, WELL IN ADVANCE OF TRENCHING. IF CLEARANCES ARE LESS THAN SPECIFIED ON THIS PLAN OR LESS THAN 12' WHEN NOT SPECIFIED, CONTACT THE CIVIL ENGINEER AND/OR THE INSPECTOR AND THE APPROPRIATE UTILITY OWNER BEFORE PROCEEDING WITH CONSTRUCTION, 12, ALL EXISTING OFF -SITE PAVING, OR OTHER STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE REPLACED IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS. IF NOT PART OF THE CONTRACT, THE CONTRACTOR SHALL REPLACE AT HIS/HER OWN EXPENSE. 13. IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL LOCAL, STATE AND FEDERAL CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION OF THIS PROJECT. 14. BUILDING DIMENSIONS AND AREAS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE NOTED. 15 USE OF EXPLOSIVES: A. THE CONTRACTOR SHALL ACQUIRE ALL PERMIT/APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF WORK. B. CONTRACTOR SHALL USE ONLY CERTIFIED, COMPETENT, AND EXPERIENCED PERSONNEL FOR THE USE OF EXPLOSIVES. C. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYAND ALL COST OF INJURIES, AND/OR DAMAGE TO PROPERTIES AS A RESULT OF THE USE OF EXPLOSIVES. D. ANY USE OF EXPLOSIVES MUST BE APPROVED BY THE OWNER, IN WRITING, PRIOR TO THEIR USE. 16. ALL CONSTRUCTION SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) WHERE APPLICABLE. 17 DEWBERRY IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS OR METHOD FOR CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO THE CONTRACTOR'S UTILIZATION OF MEN, MATERIALS, EQUIPMENT OR SAFETYMEASURES IN THE PERFORMANCE OFANY WORK FOR THIS CONSTRUCTION. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR PERFORMING THE WORK CORRECTLYAND IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODE AND/OR REGULATORY REQUIREMENTS. 18. DEWBERRY HAS NOT PREPARED GEOTECHNICAL/SUB-SURFACE, NOR HYDROGEOLOGIC SURVEYS OF THE SUBJECT SITE, TO DETERMINE LOCATIONS OF EXISTING UTILITIES, DEPTH OF ROCK, GROUNDWATER TABLES, SOIL TYPES AND/OR THEIR SUITABILITY FOR CONSTRUCTION. NOR HAS ANY ENVIRONMENTAL ASSESSMENT BEEN CONDUCTED. 19. CERTAIN AREAS OF THIS REGION HISTORICALLY CONTAIN SUBSURFACE LIMESTONE FORMATIONS WITH INHERENT SOLUTION CAVITIES COMMONLY REFERRED TO AS SINKHOLES. DEWBERRY RECOMMENDS THAT THE PARTY RESPONSIBLE FOR THE CONSTRUCTION OF THIS DEVELOPMENT RETAIN THE SERVICES OF A PROFESSIONAL GEOTECHNICAL ENGINEER TO INVESTIGATE THE SITES SUITABILITY FOR CONSTRUCTION AND MAKE RECOMMENDATIONS FOR SITE DEVELOPMENT AND CORRECTIVE MEASURES IF SUBSURFACE CONDITIONS AFFECTING THE SITEARE DISCOVERED. 20. ANY ATTEMPTS TO ESTIMATE COSTS ASSOCIATED WITH ROCK HANDLING/REMOVAL AND/OR SUBSURFACE CONDITIONS MUST BE BASED ON GEOTECHNICAL REPORTS AND RECOMMENDATIONS. GEOTECHNICAL REPORTS MAY INCLUDE INFORMATION PERTINENT TO THE DEVELOPMENT OF THIS SITE WHICH IS NOT INCLUDED ON THIS PLAN. CONSUL TANY EXISTING GEOTECHNICAL OR OTHER CONSULTANT'S REPORTS IN CONJUNCTION WITH THIS SET OF PLANS. TP 21. ® DENOTES TEST HOLE REQUIRED TO DETERMINE EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF ALL TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION ON THE PROJECT. IF CONFLICTS ARE DISCOVERED AS A RESULT OF THE TEST HOLE FINDINGS, NOTIFY DEWBERRY AT (540) 678-2700. 22. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITYAS DETERMINED BY METHOD 'A° PER STANDARD PROCTOR AASHTO•T99, ASTM-D698, OR VTM-1 AS APPLICABLE. DENSITY SHALL BE CERTIFIED BYA REGISTERED PROFESSIONAL ENGINEER. 23. ALL FINISHED GRADING SEEDING SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PON IN F 3 U D G O WATER ON THE SITE PARTICULARLY ADJACENT TO SWLES AND STORM INLETS. 24. EXISTING MANHOLE FRAMES AND COVERS, AND VALVE BOXES AND COVERS SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. REFER TO THE GEOTECHNICAL ENGINEER FOR METHODS MATERIALSAND DETAILS FOR CONSTRUCTION OFALL EARTHW RKA T VIT 25. G 0 C 1 TES. 26. THE OWNER SHALL BE RESPONSIBLE FOR SECURING ANYAND ALL FLOOD HAZARD USE, WETLAND, LAND DISTURBANCEAND STORMWATER DISCHARGE PERMITS, AS APPLICABLE PRIOR TO CONSTRUCTION. 27 THE CONTRACTOR SHALL BE RESPONSIBLE FOR HONORING ALL CONDITIONS OF SUCH PERMITS. 28. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF AN UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE PROPER AUTHORITY, FREDERICK COUNTYAND/OR THE ACHITECT/ENGINEER. 29. ANY RETAINING WALL 2 FT. OR GREATER 1N HEIGHT SHALL REQUIRE THE ISSUANCE OFA SEPARATE BUILDING PERMIT. 30, ALL UTILITIES WILL BE LOCATED UNDERGROUND. n e nr ►unrrn. 1). HORZ. DATUM IS VIRGINIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE. VERTICAL DATUM IS NA VD 88. CONTOUR INTERVAL IS 1'. 2). BEARINGS & DISTANCES TAKEN FROM A PLAT BYART7 & ASSOCIATES ENTITLED "FINAL PLAT, BOUNDARY LINE ADJUSTMENT OF LOT 20 & 21', INSTRUMENT NUMBER 050018138, BYMICHAEL M. ARTZAND DATED JUNE 1, 2005. 3). BY GRAPHIC PLOTTING ONLY, THIS PROPERTYAPPERS TO BE SITUATE IN ZONE 'C', AREA OF MINIMAL FLOODING, PER FEMA F.I.R.M. COMMUNITY PANEL # 510063 02008, DATED JULY 17, 1978. ACTUAL FLOOD ELEVATION CAN ONLYBE DETERMINED BY AN ELEVATION CERTIFICATE. 4). THIS SURVEY PERFORMED WITHOUT THE BENEFIT OFA TITLE REPORT. 5). PROJECT BENCHMARK 3-60d NAILS SET IN POWER POLE # 61503 ALONG U.S. RTE. 11- ELEVATION- 739.94' 6). SOURCE OF CONTOURS- FIELD RUN TOPO SURVEY PERFORMED BY DEWBERRY DURING SEPTEMBER 2004. ADDITIONAL TOPO RUN JANUARY, 2005. NOTICE REQUIRED SEVENTY-TWO (72) HOURS PRIOR TO EXCAVATION IN PUBLIC RIGHTS -OF -WAYS OR IN AREAS SERVED BY UNDERGROUND UTILITIES, CALL MISS UTILITY 1-800-552-7001 GENERAL NOTES FOR STORM DRAIN CONSTRUCTION. 1. ALL STORM DRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DOH SPECIFICATION BOOK. 2. WHERE THE DROP ON THE MAIN LINE THROUGH A STRUCTURE CAN BE ACCOMMODATED BY AN INVERT SLOPE OF 1112.1 OR FLATTER, A ROUNDED CONCRETE CHANNEL SHALL BE BUILT TO THE MIDPOINT OF THE PIPES. 3. NOTIFY THE PROPER PUBLIC ENTITY 48 HOURS IN ADVANCE OF EXCAVATIONS IN VICINITY OF SEWER AND WATER MAINS UNDER WHICH THE STORM DRAINAGE IS TO BE INSTALLED. 4. WHERE ANY PART OF THE STORM DRAIN SYSTEM IS LOCATED IN FILL SECTION, PROVIDE SELECTED FILL MATERIAL COMPACTED TO 98 % AASHTO T-99 METHOD 'C' DENSITY FROM APPROVED SUB GRADE UP TO STRUCTURE BOTTOM SLABS AND ONE FOOT ABOVE PIPE CROWN, CUT TRENCH IN COMPACTED FILL AND PLACE WITH STANDARD TRENCH PRACTICES. 5. PIPE MATERIAL: STORM DRAIN PIPES SHALL BEAS NOTED IN THESE PLANS AND SHALL BE REINFORCED CONCRETE PIPE PER AASHTO M-170, M-206, M-207 OR ASTM C-76, C-506 OR C-507 OR GALVANIZED OR ASPHALT COATED CORRUGATED METAL PIPE (CMP) WITH ANNULAR OR HELICAL CORRUGATIONS PER AASHTO M-36, OR ALUMINIZED TYPE Y SPIRAL -RIB CORRUGATED METAL PIPE PER AASHTO M-274, M-36, M-196, OR ASTM A-700 OR B-745, OR HIGH DENSITY POLYETHYLENE (HDPE) CORRUGATED STORM DRAIN PIPE WITH AN INTEGRAL FORMED SMOOTH INTERIOR PER AASHTO M-252 AND M-294 STANDARDS. ALL PIPES SHALL HAVE WATERTIGHT JOINTS. 6. ALL STANDARD STORM DRAINAGE STRUCTURES RE SUBJECT TO MODIFICATION BY THE SITE INSPECTOR &IOR ENGINEER TO MEET FIELD REQUIREMENTS. ANY CHANGES REQUIRE APPROVED RED LINE REVISION BY THE COUNTY OF FREDERICK 7. ELEVATIONS SHOWN ARE AT PIPE INVERT UNLESS OTHERWISE NOTED. 8. INLETS IN SUMPS SHALL BE CONSTRUCTED LEVEL AT THE ELEVATION GIVEN IN THE STRUCTURE SCHEDULE. INLETS ON GRADE SHALL BE ADJUSTED SO THAT THE GRADE OF THE TOP SLAB MATCHES THE FINISH TOP OF CURB GRADE. 9. ALL RIP RAP TO BE UNDER -LAID WITH AN AASHTO M-288-96 CLASS 2 GEOTEXTILE. ALL RIP RAP TO BE DRY UNGROUTED STONE UNLESS OTHERWISE NOTED. 10. GRADE ALL DISTURBED AREAS TO MAINTAIN POSITIVE DRAINAGE. 11. CHECK ARCHITECTURAL PLANS FOR PROPER DOWNSPOUT LOCATIONS. GENERAL NOTES.FOR PAVING: 1. ALL CURB FILLETS HAVE A RADIUS TO FACE OF CURB AS SHOWN ON THESE.P..LANS. 2: 'fI L©,ADJUSTMENTS SHALL BE MADE AS NECESSARY TO PROVIDE SMOOTH TRANSITION BOTH VERTICALLYAND HORIZONTALLY FROM EXISTING TO PROPOSED PAVING. 3. GUTTERS AND PAVING SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE POSITIVE DRAINAGE WALL AREAS. 4. SUB -GRADE PREPARATION FOR PAVED AREAS. - A. FILL AREAS TO PAVED SHALL HAVE SOIL PLACED IN 6' LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH AASHTO T-99 METHOD C. B. AFTER THE SUB -GRADE IN CUTS & FILLS HAS BEEN FINALLY SHAPED TO THE SPECIFIED CROSS SECTION, IT SHALL BE CAREFULLY & THOROUGHLY PROOF ROLLED WITH A 20 TON ROLLER OR EQUIVALENT TO DETERMINE SOFT OR UNSUITABLE AREAS PRIOR TO PAVING. SOFT OR UNSUITABLE MATERIAL SHALL BE REMOVED & BACK FILLED WITH SUITABLE MATERIAL TO THE REQUIREMENTS OF "A°ABOVE. C. NO PAVEMENT TO BE PLACED ON FROZEN SUB GRADES NOR ON SUB GRADES THAT WILL NOT ADEQUATELYSUPPORT PAVEMENT. D. IF ROCK IS ENCOUNTERED IN THE SUB GRADE, CONTACT THE ENGINEER. 5. SEE SHEET 13 & 14 FOR ONSITE PARKING SPACE PAINTING DIRECTIONS. GENERAL NOTES FOR WATER AND SEWER CONSTRUCTION: 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT www.fma-watercom. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED 1N ACCORDANCE WITH THESE PLANS & SHALL MEET ALL AUTHORITY REQUIREMENTS. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OFA NEW LINE, a.) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. b.) THE DEVELOPER / CONTRACTOR MUST. 1. MAKE APPLICA TION AND PA Y DEPOSIT 2. MARK THE TAP LOCATION 3. COORDINATE INSTALLATION WITH THE ENGINEERING -ASSISTANT. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2' IN SIZE. IT IS THE DEVELOPER'S/CONTRACTORS RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY, BEFORE A PERMANENT METER IS INSTALLED. a.) THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLYALIGNED WITH THE COPPERSETTER. b.) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. c.) THE DISTANCE BETWEEN THE TOP OF THE COVERAND THE COPPERSETTER SHALL BE BETWEEN 18 & 21 INCHES. d.) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 9. 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. b.) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. c.) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8', 314' AND 1 " WATER SERVICES. d.) FOR ALL 1-1/2' & 2' WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP & BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAUL TASSEMBL Y. THE AUTHORITY WILL INSTALL THE METER. e ) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS IFA f 11 VICINITY MAP SCALE: 1 "=2000' LEGEND. -- EXISTING INTERMEDIATE CONTOUR- - - 32- - - - FLOW LINE - EXISTING INDEX CONTOUR - - -320- FENCE LINE x PROPOSED CONTOUR 20- EXISTING UTILITY POLE e- EXISTING EDGE OF PAVEMENT EX. E P PROPOSED UTILITY POLE + PROPOSED EDGE OF PAVEMENT PROP. E P EXISTING WATERLINE W/ TEE - -W- - - -i1- EXISTING CURB AND GUTTER EX. C & G - - - - - - - PROPOSED WATERLINE W TEE dd T. CG-6 - EXISTING FIRE HYDRANT 1 1 PROPOSED CURB AND GUTTER PROPOSED FIRE HYDRANT W/TEE & V91� FH ASSY TRANSITION FROM STD. C & G STD. CUM REV. CURB TO REVERSE C & G EXISTING WATER VALVE - -W-* - - - - EXISTING TELEPHONE LINE - _T- - -T= - PROPOSED WATER VALVE W PROPOSED TELEPHONE LINE T PROPOSED WATER METER EXISTING STORM SEWER EX. 15 RCP = --r- - = - - EXISTING REDUCER - -W- C, -- - PROP. 15" RCP PROPOSED REDUCER -♦-W PROPOSED STORM SEWER STOP SIGN T EXISTING SANITARY SEWER HANDICAP RAMP ((CG-121 DENOTES LO ATIO(N OF S'TD VDOT PROPOSED SANITARY SEWER CG 12 AND/OR JURISDICTIONAL EXISTING ELECTRIC SERVICE - -E- -- -E - STANDARD RAMP CONSTRUCTION E PROPOSED ELECTRIC SERVICE IN IICATES THEA;00F TYP. PARKING SPACES EXISTING GAS LINE - -G- - 6- - TEST PIT LOCATION PROPOSED GAS LINE G-- ITEM TO BE REMOVED PROPERTY LINE EASEMENT LINE CRITICAL SLOPE SLOPES TO BE STABILIZED PURSUANT TO VIRGINIA CENTERLINE - EROSION AND SEDIMENT CONTROL HANDBOOK LIMITS OF CLEARING & GRADING---• VEHICLES PER DAY COUNT goo 12.0 PROPOSED BUILDING ENTRANCE EXISTING SPOT ELEVATION EXISTING STREET LIGHT 0-*PROPOSED SPOT ELEVATION PROPOSED STREET LIGHT . EXISTING TREE DRIP LINE PROPOSED STREET NAME SIGN + EXISTING TREE 15" OAK 0 PROPOSED SANITARY LATERAL CLEANOU SANITARY MANHOLE IDENTIFIER PROPOSED TREE STORM DRAIN STRUCTURE IDENTIFIER PROPOSED ASPHALT PAVING BENCHMARK ELEVATION �. PROPOSED CONCRETE " ''• : SEE EXISTING SURVEY DRAWING FOR LOCATION AND ELEV.) 10 REQUIRED). THE ASSEMBLY MUST MEET ASSECKFLSTANDRDNO. 10150R1p (DOUBLE CHECK VALVE OR RPZ, AS 1 OV E 11. ALL FIRE LINES SHALL HAVE A BACKFLOW PREVENTION ASSEMBLY ( DETECTOR DOUBLE CHECK VALVE OR PRZ, AS 2- SITE P REQUIRED) THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. ANY EXTERIOR, PRIVATELY OWNED FIRE E PROFILE LINE SHALL ALSO HAVE AFIRE SERVICE METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACK FLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED. 4• STORM SEWER PROFILES & TYP. PAVEMENT SECTIONS 12. FCSA ENGINEER SHALL REVIEW THE MECHANICAL DRAWINGS CONTAINING THE DOMESTICAND FIRE SERVICE MRTRES 5. SANITARY SEWER PROFILE & BACKFLOW PREVENTION DEVICES AND APPROVE THE DESIGNS AND MATERIALS. GENERAL NOTES: 1. THE PROPERTY SHOWN HEREON IS THE PROPERTY OF GARDEN'OF EDEN, L.L.C., LOCATED IN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA, 6.79 ACRES. THE PARCEL IS IDENTIFIED AS TAX MAP PARCEL 75-((3#21. 2 SITE IS ZONED B2 (BUSINESS AND INDUSTRIAL DISTRICT). 3. STANDARD INDUSTRIAL CLASSIFICATION (SIC) = 55 4. WATER AND SEWER TO BE PROVIDED BY FREDERICK COUNTY SANITATION AUTHORITY. 5 THIS DEVELOPMENTS DESIGN IS BASED ON THE FREDERICK COUNTY ZONING ORDINANCE, ARTICLEX, SECTIONS 165-82 FRONT YARD SETBACK = 50 FEET PROPOSED BLDG. FOOT PRINT = 14,816 SF. (EACH) RETAIL FLOOR AREA=16,696 SF. FLOOR AREA TO LOTAREA RATIO (FAR). 0.10 FAR MINIMUM LANDSCAPED AREA REQUIRED: 15% MINIMUM LANDSCAPED AREA PROVIDED. 54 % MAXIMUM BUILDING HEIGHT. • 35 FEET 6. PARKING TABULATIONS PER SECTION 165-27. MOTOR VEHICLE SALES: REQUIRED =1 PER 400 SF OF ENCLOSED FLOOR AREA + ONE PER 3,000 SF OF OUTSIDE DISPLAYREA FLOOR AREA =16, 696 SF. l 400 = 42 SPACES OUTSIDE DISPLAYAREA = 20,570 SF. l 3,000 = 7 SPACES SERVICE BAYS = 3 JERSERVICEBAY=3X20=60SPACES PROVIDED =109 PARKING SPACES + 90 DISPLAY SPACES =199 TOTAL SPACES _2 LOADING SP CESPRO _ I HANDICAPPED SPACES PROVIDED = 5 T S WATER MANAGEME S ) TO BE PROVIDED BY (3) ON -SITE DRY PONDS, WATER QUANTITY MANAGEMENT IS TO BE PROVIDED FOR THE 2 & 10 EARS FREQUENCY STORMS. 8. TRASH PICKUP AND DELIVERY TO BE PROVIDED BY PRIVATE HAULER. 9. ALL OUTDOOR LIGHTING WILL BE DESIGNED BY OTHERS. ALL OUTDOOR LIGHTING WILL BE SHEILDED TO PREVENT GLARE ONTO ROAD RIGHT-OF-WAYS AND ADJACENT PROPERTIES. 10. THERE ARE NO RESTRICTIONS OR COVENANTS ON THIS SITE. APPLICANT TO PROVIDE WITH FINAL PLAT. 11. SANITARY SEWER TO SITE WILL BE PROVIDED BY EXISTING 8' SEWER LINE RUNNING THROUGH MIDDLE OF SITE. 12. ALL UTILITIES WILL BE UNDERGROUND. 13. NO SIGN SHALL BE CONSTRUCTED PRIOR TO OBTAINING A SIGN PERMIT FROM THE FREDERICK COUNTY BUILDING OFFICIAL. ALL SIGNS SHALL NOT EXCEED 100 SFT. / 35' W HEIGHT & SHALL MAINTAIN A SETBACK 10' FROM PROPERTY LINES. 6. SWM POND A PLAN AND PROFILES, DETAILS & NOTES 7. SWM POND B PLAN AND PROFILES, DETAILS & NOTES 8. SWM POND C PLAN AND PROFILES, DETAILS & NOTESia 9. LANDSCAPE PLAN AND PLANTING DETAILS'clv 10. EROSION &SEDIMENT CONTROL DETAILS &NOTES115, ��. �, 11. PHASE-1, EROSION & SEDIMENT CONTROL PLAN °� k1277 12. PHASE-11,EROSION & SEDIMENT CONTROL PLAN=r -' 1 /2'J l®' .;r 13. MISCELLANEOUS CONSTRUCTION DETAILS INA, 14. MISCELLANEOUS CONSTRUCTION DETAILS 15. MISCELLANEOUS DETAILS DEVELOPER OWNER Garden of Eden, LLC 1231 W. Broad Street Falls Church, Virginia 22046 703421-5700 Don Beyer Volvo 12830 Pacific Boulevard Dulles, VA 20166 Contact Chris Elliott 703421-5700 wWw. donbeyervol vo. com NO7E 7HE WATER AND SEIYER PORTOON OF THESE PLANS ARE VALID FOR 7W0 YEARS FROM DATE OF FCSA APPROVAL. 6 02/045106FIELD�REVISION RED. CO. INSPECTION COMMENTS ® 05/0ELDVISION PER GAS LINE LOCATION 1111PER ADA ACCESS NO. I DATE DESCRIPTION D&D REVISIONS KLT 5 01/10/06 REVISED FRONT CONC. SIDEWALK MJC MJC 4 11/211`05 REVISED PER FCSA & PLANNING COMMENTS. MJC DLF 3 11/02/05 REVISED TO SED. BASIN 1(PER FRED CO). MJC 2 10/11/05 REV. TO DISCH. POND A&B TO THE EAST (PER FRED CO JVK 1 6/27/05 REVISED PER VDOT, FCSA, PLANNING COMMENTS. MJC PUBLIC WORKS COMMENTS. BY NO. DATE DESCRIPTION BY JURISDICTIONAL REVISIONS Li VDOT GENERAL NOTES. 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION & SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL, OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS OR SPECIFICATIONS & REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETYAND HEALTH ADMINISTRATION (OSHA) AND VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) RULES AND REGULATIONS. 3. WHEN WORKING WITHIN VOOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VOOPS WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 104.04 (C) OR THE VOOT ROAD AND BRIDGE SPECIFICATIONS. 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, HIS EXPENSE ANYAND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES JUNCTION BOXES CONTROLLERS ETC. OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY F THE DEVELOPER TO C S 0 LOCATE & IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY. 5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS & CONTROL OR SAFETY OF TRAFFIC MAYBE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANYADDITIONAL EXPENSE INCURRED AS A RESULT OFANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 6. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VOOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY. 7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE CONSTRUCTION CONFERENCE SHALL BE ARRANGED & 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. 8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES & SHALL RECEIVE 48 HRS. ADVANCE NOTICE PRIOR TO ANY REQUIRED REQUESTED INSPECTION. 9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 3.02 OF THE VA. EROSION & SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, WITHIN LIMITS OF THE PROJECT, AN EMPLOYEE, CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (VOCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED. 10. THE CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. 11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VOOT RIGHT-OF-WAY SHALL HAVE MINIMUM 36' COVER AND WHEN POSSIBLE, SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. 12. ANY UNUSUAL SUBSURFACE CONDITIONS (e.g. UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE ENGINEER & VDOT. WORK SHALL BE CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. 13. ALL FILL AREAS, BORROW MATERIALS & UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BYA VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VOOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVEOF THE LOCATION WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLE SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT & THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARD & PROCEDURES. 14. ALL ROADWAYFILL, BASE, SUBGRADE MATERIAL & BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6 INCHES LIFTS TO 95% OF THEORETICAL MAX. DENSITYAS DETERMINED BYAASHTO T-99 METHOD. A WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR FULL WIDTH OF ANY DEDICATED STREET RIGHT - OF- WAY. AT THE DIRECTION OF VDOT, DENSITY TEST SHALL BE PER -FORMED BYA QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH THE VOOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF ALL TESTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. 15. VDOT STANDARD CD & UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND / OR AS SPECIFIED BY VDOT 16. THE INSTALLATION OF ANY ENTRANCES & MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. 17 PRIOR TO VOOT ACCEPTANCE OFANY STREETS, ANY REQUIRED STREET SIGNAGE & IOR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOPS DISCRETION, BY VOOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF THE CONSTRUCTION COPIES OFALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. 19. AGGREGATE BASEAND SUB -BASE MATERIALS SHALL BE PLACED ON SUB -GRADE BY MEANS OFA MECHANICAL SPREADER. DENSITY WILL BE r 1 I F T T R AND RIDE PE IFICATIONS AND VTM 10. DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECT ON 304 0 HE VDOT ROAD BRIDGE S C A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED & GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION & TESTING OF THE DENSITY CONTROL STRIP. 1 1 20. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH SECTION 3 5 0F THE VDOT ROAD AND BRIDGE SPECIFIC ATIONS. DENSITY SHALL BEDETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 & VT976. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF THE TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE A VOOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. 21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS 36 INCHES & LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE & CONDITION OF FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER & VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGN SHALL COMPLY WITH THE VDOT ROAD & BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN &IOR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER & APPROVED BY VDOT. 22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER. 23. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND / OR AS SPECIFIED BY VDOT. 24. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED &IOR PROPOSED ON THESE PLANS IN ACCORDANCE W/ VOOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. GENERAL CONSTRUCTION NOTES:- Conrd 31. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, USE GROUP M (MERCANTILE); SECTION 304, USE GROUP B (BUSINESS), AND SECTION 311, USE GROUPS (STORAGE), OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLYARE ICC /ANSI A117.1-96 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 32. THE SHOP AREA SHALL HAVE GREASE/OIL SEPARATOR INSTALLED IN ACCORDANCE WITH THE INTERNATIONA PLUMBING CODE IF DRAINAGE SYSTEM IS INSTALLED. 33. ALL REQUIRED MAN EGRESS DOORS AND 50% OF THE ENTRANCES SHALL COMPLY WITH ACCESSIBILITY UNDER CHAPTER I I OF THE IBC AND ICC l ANSI 117.1-98. THE DOOR LOCATIONS INDICATED ON THE PLAN AND SHALL BE PROVIDED WITH AN ACCESSIBLE ROUTE. 34. ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BYA VIRGINIA DESIGN PROFESSIONAL. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE OF STRUCTURE. 35. FIRE SUPPRESSION SYSTEM OR FIRE BARRIERS SHALL BE INSTALLED IFAREA EXCEDES 12,000 SF. 36. HANDICAPPED PARKING SPACE(S) SHALL HAVE A MINIMUM VAN ACCESSIBLE AREA STRIPED 8' WIDEAND SHALL NOT SLOPE MORE THAN THE 17.-48' ACROSS THE AREA. APPROVAL BLOCK APPROVED BY 7HE FREDERICK COUNTY ZONING ADMINISTRATOR ZONING ADM/NISI'RATOR DALE S/TE PLAN VALID FOR FIRE (5) YEARS fROM APPROVAL DATE. OF DAVID B. WEEMS No.022971 _ v�IONAL 11� ENGINEERS SEAL & SIGNATURE 0111111111 bd U (a 0 C', TN n N (h E oiS w .a ^ o pp tO J Z'a>o 6 Lij mz,7�v A3 !�_ 0 <o3aU cnz0=O a�� Zz12 wQDgm 0 0 m X 0=01 u~iVaw 0 O 0 W � =din 0: �o W3: V�fY W W U) (>s CV -m ® VL •r`> iCU 0- C Ll.I o U w N CO U Uj N a) Project Number 76040037 Drawn By RJS/KH/KLT Designed By JVK Checked By DLF Date MAY, 2005 Scale AS NOTED Sheet 1 of 15 Plan Number PP-011-WIN 1 s ' I 1 - --- -- = -- _ _ - - ti 50 —� ----7 �/ - -- - - -- — - �� - — - - - - - - - - -rt SHOULDER , , ; --- _------ --- ----- -- --- -- _�-----------`-- .__- - - - _ .-- ---_ - __�---_----------_-- � � --- _ _ -� 40 _ - - - ----- . - ---_- �, GRAVEL � `� > ------------------------------------- ----- --- ------ -a --- / -----_-_ _-_- --- - _ _ - --- - ---- -_ ---- -- - - --------------------------------------- -1------ -- - ---- ---- - - - - ----- -- ---_- ------------------------- - - ----- NO - - - -- - �TYP - --- TEE EX1Si GASUNE- USE I� x _-_- -- N WHEN I GING --------------- EXTREME CAUTION E D G __________ ___________ ,�---------- - NOTE: EXIST. GAS LINE -USE ROUTE—� 1,<, ` 0 H ELECTRIC IN THIS AREA! - ---- �. ---- -- - U . s. --------- --- -- __4 y ----------------------- EXTREME CAUTION WHEN DIGGING = t1000 SITE DISTANCE PER CEO_ • ins T141S ARFAI , , , ,rrt �1 1 ' / LINES (TYP.) C7 O ----- Hr pISTANCE --- -- J --- - -- --- - _ _--� �— t 1500' SITE DISTANCE PER VDOT _400-.FT-S+Crt� D/STANICE ------ - - - -ago ---------- 7 ----------------------------------- --------- 12+00� .' �l♦�����mw� n ; '�����S)�R=)� E�LIMIT _ E E- OF JcY/I 7FROM PROPERTY LINE t �_. 4CONSTRUCTION sIDEwALK MovE ExlsriNc s� "� -- 650'+/— TO INTX.`` OF-, GL/ B.O. VALVE AND BEGIN NEW 8" W/M °� MARATHON DRIVE RTE:.--1-091) CONIC. WEIR WALL -- SEE DET. SHT- 8 LEVEL SPREADER — STORM WATER-' - MANAGEMENT -- EASEMENT NOTES: 1. ALL SPOT SHOTS ARE TO TOP OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB RADIUS ARE 5' UNLESS OTHERWISE NOTED. 3. CURBING IN FIRE LANE TO BE PAINTED YELLOW ON TOP AND FACE OF CURB. THE WORDS "FIRE LANE — NO PARKING" TO BE PAINTED IN 1" STROKE LETTERS EVERY 50 FEET. NOTES FOR INSIDE FIRE PROTECTION: 1. REFER TO FCSA CONSTRUCTION NOTES 10, 11 AND 12. 2. FOR MATERIAL REQUIREMENTS REFER TO FCSA STANDARD & SPECIFICATIONS SECTION 2, PART 2, PARAGRAPHS 9 & 10. T.M. 75-�(�}} -��-- MILLER A0 SALES, INC. D.093 PG. 559 ZONE: B2 USE: I \ LIMIT 'OF CONSTRUCTION J 1\ l I I � i \ C) oI \� o I �— N35'37'43"E I j Cr 5' P .h KIfJG ^? ALONG PLRNIEi[R) ISWM ESMT1 � 5,031. sq.ft� 0.12 acres LIMIT R- CONSTTRUUCTION! z CONC. FLUME cis o N g SEE DETAIL ON TN R, 50 15 EX. �,'UR� E N W .�c6 N " COACH > O m SIDEWALKC5 2m cno M m m iii m q-74— _z TEEL PLATE TO EXTEND 1' 3 a OVER EACH EDGE OF SIDEWALK �,' SEE OF 15EE DETAIL ON / �N•�, _ 11� EX'rt +3A1C� w MILL ER HONDA �� J- o z o w iE � 1- --,0.53__01SE C h c � ' ' Z LEVEL SPREADER I_ V — LIMIT Ofl h' T.M. 75-((A))-11 C II GEORGE & JOHN MILLER _ II T' IIX! % MILLER AUTO GROUP - D.B. 608 PG. 203 -� ZONE: 62 c III II USE: COMM., AUTO DEALERSHIP _-a co n - CD � � EX. 1 STORY II "MILLER HONDA" DEALERSHIP I�U� Z X fTl D 4 9 Ion 1 , MATCHLINE SEE SHT. - 2A GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. I ,L�j 05/08/06 FIELD REVISION PER GAS LINE LOCATION MJC 5 02/06106 REDERICK COUNTY INSPECTIONS KLT 11/15/06 FIELD REVISION PER ADA ACCESS DLF 4 01/10/06 REV. FRONT CONC. SIDEWALK. MJC 3 11/21/05 REV. PER FCSA & PLANNING COMMENTS. MJC 2 10/11/05 REV. TO DISCH. POND A&B TO THE EAST (PER FRED CO JVK 1 06/27/05 REVISED PER VDOT, FCSA, PLANNING, MJC PUBLIC WORKS COMMENTS NO. DATE DESCRIPTION BY NO. DATE DESCRIPTION BY D&D REVISIONS IJURISDICTIONAL REVISIONS UNLUA111 E. FISGIEL fv^.12.277 o DAVID B. WEEMS 0- No.022971 - °IDNAL P ENGINEERS SEAL & SIGNATURE Z d W H M 0 o 'J 0 _ _(_ N C (1) � L U `J L L I MD C w ti c0 LLJ M W a- )c Co ._ a) 70 z 0 a) LL 0 Project Number 76040037 Drawn By RJS/KH/KLT Designed By JVK Checked By DLF Date Scale MAY, 2005 1 1 "= 30' Sheet 2 Of 15 Plan Number PP-011-WIN