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HomeMy WebLinkAboutSDP199500017 Letter of Revision Letter of Revision 1 2018-07-26 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4012 July 26, 2018 Jennifer Adams Core States Group 5501 Merchant’s View Square #753 Haymarket, VA 20169 RE: SDP1995-17 McDonald’s Restaurant at Forest Lakes Final SDP – Letter of Revision #1 Dear Ms. Adams: This letter is to approve as a Letter of Revision #1 for SDP-1995-17 McDonald’s Restaurant at Forest Lakes Final Site Development Plan. This is the second Letter of Revision for this site. Please note that a total of three Letters of Revision are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. If you have any questions please feel free to contact me. Thanks, Heather McMahon, Senior Planner Planning Division hmcmahon@albemarle.org 434-296-5832 ext. 3278. User:MLEWIS Plot DatelTime: May. 10, 13 - 15:00:55 urawing:U:lUserstmiewistappaatauocantempwcvuousn_IUzi buwuu.zshsz-v-sut.awg;u-l-uVVLKbHLLI STANDARD ABBREVIATIONS AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK BL BASELINE BLD BUILDING BOL BOLLARD BM BENCH MARK BRL BUILDING RESTRICTION LiNE CF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CONN CONNECTION CONIC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END OF WALL EX EXISTING FES FLARED END SECTION FF FINISH FLOOR ELEVATION FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGEFLOOR GH GRADE HIGH SIDE OF WALL GL GRADE LOW SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT LS LANDSCAPE MAX MAXIMUM ME MATCH EXISTING MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PC _ POINT OF CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION POG POINT OF GRADE POI POINT OF INTEREST PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE RCPR REINFORCED CONCRETE WITH RUBBER GASKET RET -WALL RETAINING WALL R/W RIGHT OF WAY S SLOPE SAN SANITARY SEWER SF SQUARE FEET STA STATION STM STORM TBR TO BE REMOVED TBRL TO BE RELOCATED TC TOP OF CURB TEL TELEPHONE TP TREE PROTECTION TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UP UTILITY POLE W/L WATER LINE WIM WATER METER ± PLUS OR MINUS ° DEGREE 0 DIAMETER # NUMBER GENERAL SITE NOTES: 1. ALL CONSTRUCTION MATERIALS AND TECHNIQUES OF INSTALLATION SHALL MEET PERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND COMPLY WiTH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THIS PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS AND IN COMPLIANCE WITH CODES INDICATED HEREIN. THE QUALITY OF WORKMANSHIP AND INSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT/ENGINEER ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECTIENGINEER WILL NOT BE HELD RESPONSIBLE FOR ANY SUBSTANDARD OR INSUFFICIENT WORKMANSHIP, MATERIALS, OR SERVICES PROVIDED IN THE EXECUTION OF ANY PHASE OF CONSTRUCTION OF THIS PROJECT. 3. ALL MATERIALS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL MANUFACTURER'S WARRANTIES WiLL BE HONORED. 4. ALL CONDITIONS SHOWN TO BE "EXISTING" SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE NOTED AND SUBMkTTED TO THE OWNER AND THE ARCH ITECTIENGI NEER FOR REVIEW. CHANGES TO THE ORIGINAL DESIGN OF THE PROJECT DUE TO EXISTING SITE CONDITIONS MUST BE APPROVED BY BOTH THE OWNER AND THE ARCHITECTIENGI NEER PRIOR TO MAKING ANY CHANGES. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF EXISTING FIELD CONDITIONS AND OF ALL DRAWINGS AND SPECIFICATIONS RELATED TO THEIR FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS PROJECT AND ONES FIELD OF SERVICE SHALL NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO THE GENERAL CONTRACTOR'S FAILURE TO CONVEY THE NECESSARY KNOWLEDGE TO FAMILIARIZE WORKERS AND SUBCONTRACTORS WITH THIS PROJECT. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE SAFETY OF ALL PERSONS ON THE JOB SiTE AT ALL TIMES INCLUDING (BUT NOT LIMITED TO) SUBCONTRACTORS, FACILITY EMPLOYEES, VENDORS, DESIGN STAFF PROFESSIONALS AND INSPECTION PERSONNEL. 7. THE GENERAL CONTRACTOR SHALL PROVIDE DUMPSTERS, PORTABLE TOILETS AND TEMPORARY POWER FOR UNRESTRICTED PROJECT RELATED USE BY OTHERS FOR THE DURATION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL COORDINATE PROJECT PHASING AND STORAGE OF MATERIALS WITH THE OWNER. 9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE RECEIVING, UNLOADING, STORING AND PROTECTION OF MATERIALS AND EQUIPMENT SUPPLIED BY THE OWNER UNTIL IT HAS BEEN INSTALLED AND ACCEPTED BY THE OWNER. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL POWER WASH THE ENTIRE CONSTRUCTION AREA PRIOR TO TURNOVER TO THE OWNER. 11. EXISTING PAVING THAT WILL REMAIN AFTER CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE. AREAS OF EXISTING PAVING THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT, THEN REMOVED AND REPLACED. 12. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION, SPECIFIC TO THIS PROJECT PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. SHOULD ANY UTILITY REQUIRE RELOCATION, CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE ARCHITECTIENGINEER. 13, SAWCUT AND REMOVE PORTIONS OF EXISTING PAVING ONLY AS REQUIRED TO INSTALL NEW UTILITIES OR TO CONSTRUCT PROPOSED FACILITIES PER THIS PLAN. REPLACE PORTIONS REMOVED TO MATCH EXISTING FLUSH AND SMOOTH. 14. IF REQUESTED BY THE OWNER, PROVIDE TEMPORARY CONSTRUCTION FENCING, MINIMUM 6'-0" HIGH, AROUND ENTIRE AREA OF CONSTRUCTION OR PER THE CLIENTS STANDARDS. FIELD VERIFY EXACT LOCATION AND SPECIFICATIONS OF FENCE WITH THE OWNER PRIOR TO START OF CONSTRUCTION. REMOVE FENCING AT COMPLETION OF PROJECT AND PATCH PAVING AS REQUIRED AT FENCE POST HOLES. 15. ALL DIMENSIONS ARE TO GROUND LEVEL IMPROVEMENTS (FACE OF CURB, CONCRETE SLAB, ETC UNLESS NOTED OTHERWISE). 16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 17. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 18. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. 19. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM TO REMAIN DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY OWNER PRIOR TO CONSTRUCTION START. 20. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF BUILDING APPURTENANCES, STAIRS, RAMPS, SLOPE PAVING, SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 21. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED OR SOD, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 22. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE MAINTAINED, ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BiD. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SiGNS, TRAFFIC SIGNALS & POLES, ETC_ AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 24. THE SITE WORK FOR THiS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 25. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL. 26. IN THE EVENT THE CONSTRUCTION IS ABANDONED PRIOR TO THE COMPLETION OF THE PROJECT, ALL CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND FILL SHALL BE REMOVED FROM THE SITE AND THE SITE SHALL BE STABILIZED PER THE PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (NPDES). 27. THESE PLANS ARE INTENDED TO AND SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT. 28. ALL VEGETATION FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE. 29. CONTRACTOR iS RESPONSIBLE FOR PERMITTING, INSTALLATION AND MAINTENANCE OF ALL MAINTENANCE OF TRAFFIC OPERATIONS DURING CONSTRUCTION. MAINTENANCE OF TRAFFIC SHALL CONFORM TO GOVERNING AGENCY STANDARDS. 30. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN THE CITY/COUNTY DEVELOPMENT CODE, ZONING, AND/OR RELATED ORDINANCES, AND MiNIMUM TESTING FREQUENCY REQUIREMENTS. 31. CONCRETE CURB: A. CONCRETE CURBS SHALL BE INSTALLED ALONG EVERY STREET WITHIN A DEVELOPMENT AND AT INTERSECTIONS WITH LOCAL ROADS, COUNTY ROADS AND STATE HIGHWAYS. THE STANDARD CURB SECTION TO BE USED SHALL BE NOT MORE THAN 10 FEET IN LENGTH, SHALL BE SET IN ACCORDANCE WITH APPROVED LINES AND GRADES, AND RADIAL CURBS SHALL BE FORMED IN AN ARC SEGMENT, IN A SMOOTH CURVE. CHORD SEGMENTS ARE PROHIBITED. CONCRETE CURBS SHALL BE EIGHT INCHES BY SIX INCHES BY 18 INCHES (SIX-INCH EXPOSED FACE), USING CLASS B CONCRETE HAVING TWENTY -EIGHT-DAY COMPRESSIVE STRENGTH OF 4,500 POUNDS PER SQUARE INCH AND SHALL BE AIR -ENTRAINED. AT LOCATIONS SPECIFIED BY THE APPROVING AUTHORITY, THE CURBING SHALL BE DESIGNED TO PROVIDE A RAMP FOR BICYCLES AND/OR WHEELCHAIRS. B. CONCRETE GUTTERS SHALL BE CONSTRUCTED ASA MONOLITHIC STRUCTURE WiTH THE CURB WHEN THE GRADE OF THE STREET HAS LESS THAN A ONE -PERCENT SLOPE. THE DIMENSIONS OF THE PARTICULAR PARTS OF THE COMBINED CURB AND GUTTER SHALL BE AS FOLLOWS: (1) THE TOP OF THE CURB SHALL BE SIX INCHES IN WIDTH. (2) THE REAR FACE OF THE CURB SHALL BE 18 INCHES IN HEIGHT. (3) THE WIDTH OF THE CURB AT THE GUTTER ELEVATION SHALL BE SEVEN INCHES. (4) THE WIDTH OF THE GUTTER SHALL BE 12 INCHES. (5) THE HEIGHT OF THE CURB FACE AT THE GUTTER SHALL BE SIX INCHES, AND THE DEPTH OF THE GUTTER AT THE STREET FACE SHALL ALSO BE SIX INCHES. (6) ALL EXPOSED EDGES SHALL BE ROUNDED WiTH A RADIUS OF 3/4 INCH TO ONE INCH 32. PREVIOUS SITE PLAN REMAINS iN EFFECT EXCEPT AS MODIFIED BY THE PROPOSED REVISIONS. 33, EXISTING CONDITIONS, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SiTE TOPOGRAPHIC WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS AS TAKEN FROM BOUNDARY & TOPOGRAPHIC SURVEY ENTITLED: BOUNDARY & TOPOGRAPHIC SURVEY LANDS OF GOLDEN ARCM LIMITED PARTNERSHIP DEED BOOK 1464, PAGE 204 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VA 22911 PREPARED BY: GRS GROUP, LLC DATED: 02/16/2018 34. ALL PHASES OF THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER/DEVELOPER SITE WORK SPECIFICATIONS 35. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. CONTRACTOR IS TO REMOVE AND DISPOSE OF DEBRIS, L D B 36 CO L E , RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. User: MLEWIS Plot Date/Time: May. 10, 18 -15:00:56 Drawing: C:1Userslmlewis\appdatallocal\tempWcPuolisn_1821801MCD.23632-P-SITE.dwg ,G2 -GENERAL NOTES 37. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 38. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WiTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES ON OR NEAR THE CONSTRUCTION SITE. 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA CLEAN AND FREE FROM DEBRIS AT ALL TiMES DURING CONSTRUCTION. SOIL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY GRADING OPERATION AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. 2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL CITY/COUNTY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL. 3. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTiL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED. 4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 5. ANY DISTURBED AREA THAT IS TO BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND FERTILIZATION IN ACCORDANCE WITH ALL CITY/COUNTY STANDARDS AND THEIR RATES SHOULD BE INCLUDED IN THE NARRATIVE. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS WILL BE MULCHED WITH SALT HAY OR EQUIVALENT AND ANCHORED. 6. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT. 7. A CRUSHED STONE TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS EXISTS. THE STABILIZED PAD WILL BE INSTALLED ACCORDING TO THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS. 8. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES. 9. ALL CATCH BASIN INLETS WILL BE PROTECTED ACCORDING TO THE CERTIFIED PLAN. 10. ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL. 11. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATION COVER. 12. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THE EROSION CONTROL INSPECTOR. 13. A COPY OF THE CERTIFIED SOiL EROSION AND SEDIMENT CONTROL PLAN MUST BE MAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION. 14. THE TOWN/CITY SHALL BE NOTIFIED 72 HOURS PRIOR TO ANY LAND DISTURBANCE. 15. ANY CONVEYANCE OF THIS PROJECT PRIOR TO ITS COMPLETION WILL TRANSFER FULL RESPONSIBILITY FOR COMPLIANCE WITH THE CERTIFIED PLAN TO ANY SUBSEQUENT OWNERS. 16. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED STEEPER THAN 3:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT. 17. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS ON THE PROPOSED SiTE. 18. USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES, WHERE APPLICABLE. 19. ALL VEGETATIVE MATERIAL SHALL BE SELECTED IN ACCORDANCE WiTH AMERICAN STANDARDS FOR NURSERY STOCK OF THE AMERICAN ASSOCIATION OF THE NURSERYMAN. 20. NATURAL VEGETATION AND SPECIES SHALL BE RETAINED WHERE SPECIFIED ON THE LANDSCAPING PLAN. 21. THE SOiL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, AS DIRECTED BY THE INSPECTOR. DEMOLITION NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND CODES AND OBTAIN ALL REQUIRED PERMITS FOR ANY CONSTRUCTION ACTIVITY. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS SHOWN ON THIS PLAN PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 3. THE CONTRACTOR SHALL CONTACT 811 DIG SAFELY BEFORE PERFORMING ANY EXCAVATION WORK. 4. THE CONTRACTOR SHALL INSTALL ALL ORANGE CONSTRUCTION FENCING AND EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION ACTIVITY. 5. ALL STRUCTURES, UTILITIES, SITE IMPROVEMENTS AND TREES DESIGNATED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY ALL CONSTRUCTION OPERATIONS BY ERECTING BARRIERS, GUARDS AND ENCLOSURES AS SHOWN ON THE DRAWINGS OR OTHER APPROVED MEANS. PROTECTION SHALL BE MAINTAINED UNTIL ALL WORK IN THE VICINITY OF THE WORK BEING PROTECTED HAS BEEN COMPLETED. 6. THE CONTRACTOR SHALL COMPLY WITH ALL DEMOLITION AND NEW CONSTRUCTION INSPECTIONS AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS, REGULATIONS AND BUILDING CODES. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE CONTRACT DOCUMENTS. 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 9. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRiOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEiR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 10. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 11. ALL EXISTING SEWERS, PiPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 12. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY AND REMOVED TO THE PROPERTY LINE. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 13. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE OWNER. 14. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 15. CONTRACTOR SHALL LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS, HOWEVER, IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 16. DAMAGE TO ALL EXISTING CONDITIONS DESIGNATED TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 17. CONTRACTOR TO REPLACE ALL DEAD AND/OR DAMAGED SHRUBS IN KIND. GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. 2. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. 3. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED SAID ENGINEER BY ENGINEER. 4. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY DRY UTILITIES THE CONTRACTOR SHALL EXCAVATE VERIFY AND CALCULATE ALL POINTS LAOF CONNECTiO AND ALL UTILITY CROSSINGS AND INFORM THE ENGINEER AND N THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER AND iTS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAiLS TO MAKE SUCH NOTIFICATION. 5. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT "STUB OUTS" FOR POWER, TELEPHONE, FIBER OPTICS, WATER AND SEWER (IF APPLICABLE) HAVE BEEN PROVIDED BY OTHERS AT THE AREA ADJACENT TO THE PROPOSED BUILDING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTIONS AT THE BUILDING. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SCHEDULE FOR INSTALLATION WITH THE UTILITY COMPANIES AND THE OWNER. ALL EXISTING CONDITIONS THAT ARE REMOVED OR DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES SHALL BE REPLACED OR REPAIRED TO MATCH ORIGINAL CONDITIONS. ANY EXISTING UTILITIES DISRUPTED DURING PLACEMENT OF NEW UTILITIES SHALL BE REPAIRED AND OPERATING NORMALLY THE SAME DAY OF DISRUPTION. ITEMS THAT MAY NEED TO BE REPLACED OR REPAIRED INCLUDE BUT ARE NOT LIMITED TO: EXISTING ASPHALT PAVING, EXISTING CONCRETE PAVING, WATER LINES, IRRIGATION LINES, GRASS AREAS, LANDSCAPING, AND SITE LIGHTING. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT WILL BE DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES AND PROVIDE THE OWNER A DETAILED PHASING SCHEDULE OUTLINING THE TIMELINE FOR INSTALLATION OF NEW UTILITIES INCLUDING THE PROPOSED TIMES THAT EXISTING ITEMS WILL BE DISRUPTED. THE NEW UTILITIES TRENCH WIDTH AND DEPTH SHALL MEET ALL LOCAL AND STATE REQUIREMENTS FOR THE DISPLACEMENT OF ALL UTILITIES. IF DIRECTIONAL BORING IS USED FOR INSTALLATION, THE ABOVE LISTED ITEMS ARE STILL REQUIRED TO BE SUBMITTED TO THE OWNER. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANDiOR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. ALL FiLL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 9. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 10. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 4000 P.S.I. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES, 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 14. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 15. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 16. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE IN ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 17. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 18. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOiNT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 19. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACKFILLED AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 20. SHOP DRAWINGS FOR ALL MATERIALS AND APPURTENANCE SHALL BE SUBMITTED TO AND APPROVED BY THE GOVERNING UTILITY DEPARTMENT. CONTRACTOR TO COPY THE ENGINEER OF RECORD WITH APPROVED DRAWINGS AS REQUIRED. NO WORK IS TO BEGIN UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED, APPROVED AND RETURNED TO THE CONTRACTOR. 21. AT LEAST THREE WEEKS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITYICOUNTY AND THE UTILITY COMPANY AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. THE CITY/COUNTY ENGINEERING INSPECTION OFFICE SHOULD ALSO BE CONTACTED FIVE DAYS PRiOR TO CONSTRUCTION TO ENSURE AVAILABILITY OF INSPECTION PERSONNEL. ANY WORK PREFORMED PRIOR TO NOTIFYING THE CITYICOUNTY ENGINEERING INSPECTION OFFICE OR WITHOUT A DEPARTMENT INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE SOLE EXPENSE OF THE CONTRACTOR. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING WATER MAINS, FORCE MAINS, SANITARY SEWER AND STORM MAINS AND MAINTAIN A MINIMUM CLEARANCE BETWEEN WATER MAINS AND OTHER UTILITIES AT ALL POINTS ALONG THEIR LENGTH AS REQUIRED iN THE PLANS, DETAILS, AND SPECIFICATIONS. 23. SANITARY SEWER, FORCE MAINS, SEWER LATERALS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS AND/OR WATER SERVICES WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS, SEWER LATERALS, AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. 24. A MINIMUM HORIZONTAL DISTANCE OF TEN FEET SHOULD BE MAINTAINED BETWEEN WATER LINES AND SEWER LINES OR OTHER SOURCES OF CONTAMINATION. WATER LINES AND SEWERS SHALL NOT BE LAID IN THE SAME TRENCH EXCEPT ON THE WRITTEN APPROVAL OF THE AUTHORITY HAVING JURISDICTION. WATER MAINS NECESSARILY IN CLOSE PROXIMITY TO SEWERS MUST BE PLACED SO THAT THE BOTTOM OF' THE WATER LINE WILL BE AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER LINE AT iTS HIGHEST POINT. IF THIS DISTANCE MUST UNAVOIDABLY BE REDUCED, THE WATER LINE OR THE SEWER LiNE MUST BE ENCASED IN WATERTIGHT PIPE WITH SEALED WATERTIGHT ENDS EXTENDING AT LEAST TEN FEET EITHER SiDE OF THE CROSSING. ANY JOINT IN THE ENCASEMENT PIPE IS TO BE MECHANICALLY RESTRAINED. THE ENCASEMENT PIPE MAY BE VENTED TO THE SURFACE IF CARRYING WATER OR SEWER UNDER PRESSURE. WHERE A WATER LINE MUST UNAVOIDABLY PASS BENEATH THE SEWER LINE, AT LEAST 18 INCHES OF SEPARATION MUST BE MAINTAINED BETWEEN THE OUTSIDE OF THE TWO PIPES IN ADDITION TO THE PRECEDING ENCASEMENT REQUIREMENT. EXCEPTIONS TO THIS MUST BE APPROVED IN WRITING BY THE AUTHORITY HAVING JURISDICTION. 25. A MINIMUM HORIZONTAL DISTANCE OF THREE FEET SHALL BE MAINTAINED BETWEEN WATER LINES AND OTHER UNDERGROUND OF A NONSANITARY NATURE (GAS, ELECTRIC, ETC.) EXCEPTIONS TO THIS MUST BE APPROVED IN WRITING BY THE AUTHORITY HAVING JURISDICTION. 26. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. 27. ALL DIP SHALL BE CLASS 50 OR HIGHER, DUCTILE IRON FITTINGS SHALL BE CLASS 350. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED. 28. TREES SHALL BE PLACED SO AS TO AVOiD BURIED UTILITIES. 29. ALL UTILITY MAIN LENGTHS SHOWN ARE APPROXIMATE. ALL MANHOLE TOP ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL SET MANHOLE COVER LEVEL WITH FINISH PAVEMENT GRADES. 30. PRESSURE PIPE TESTING SPECIFICATIONS SHALL REFERENCE THE CITYICOUNTY AND/OR FIRE DEPARTMENT. 31. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO POSSESSION. 32. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 33. REFER TO BUILDING PLANS FOR SITE ELECTRICAL PLAN. GENERAL PAVING AND GRADING NOTES: 1. ALL PAVING AND GRADING CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THATTHE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION AND SHALL MEET ALL AUTHORITY HAVING JURISDICTION REQUIREMENTS/SPECIFICATIONS AT A MINIMUM. 6. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON'. THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 11. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES F C CH S O TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3HA V OR STEEPER. CONTRACTOR CT R SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 12. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 13. ALL PAVING, CONSTRUCTION MATERIALS, AND WORKMANSHIP WITHIN RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION SPECIFICATIONS AND STANDARDS (LATEST EDITION) RESPECTIVELY. 14. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED AND INSTALLED IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATEST REQUIREMENTS AND SPECIFICATIONS OR AUTHORITY HAVING JURISDICTION SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 15. ALL CONCRETE USED ON THE SITE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI IN 28 DAYS. ALL CONCRETE SIDEWALKS SHALL HAVE CONTROL JOINTS CUT ON 5 -FOOT CENTERS AND EXPANSION JOINTS PLACED ON 60 -FOOT CENTERS, CHANGES IN DIRECTION, AND ABUTTING SEPARATE POURS. CONTRACTION JOINT SPACING SHALL MATCH WIDTH OF SIDEWALK AND EXPANSION JOINTS ARE REQUIRED AT A MAXIMUM OF 25 FEET. THIS WOULD MEAN 24 FEET FOR A 6 INCH CURB. PAVEMENT JOINTS SHALL BE SPACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND/OR DETAILS. 16. THE CONTRACTOR SHALL ENSURE THAT ALL PLANTING AREAS (INTERIOR ISLANDS, FOUNDATION PLANTING AREAS, ETC.) ARE NOT COMPACTED AND DO NOT CONTAIN LIMEROCK OR OTHER MATERIAL (CLAY, SUBGRADE MATERIAL, MARL, ETC.) WHICH MAY ADVERSELY AFFECT DRAINAGE OF GREEN AREAS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND BACKFILL WITH CLEAN, FREE DRAINING TOPSOIL. 17. CONTRACTOR IS SPECIFICALLY CAUTIONED, DEPENDING ON THE TIME OF YEAR AND PROJECT LOCATION, AS DEWATERING MAY BY REQUIRED. 18. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR iS TO COORDINATE WITH THE OWNER AND ARCHITECT/ENGINEER PRIOR TO EXCAVATION. 19. STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS TO BE IMPERVIOUS. TOPSOIL SHALL BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPES AND ALL OTHER GREEN AND LANDSCAPE AREAS. 20. FIELD DENSITY TESTS SHALL BE TAKEN AT FREQUENCY AS REQUIRED IN THE SPECIFICATIONS OR AS REQUIRED BY THE GOVERNING REGULATORY AGENCY, WHICHEVER IS MORE STRINGENT. 21. CONTRACTOR SHALL ENSURE POSITIVE FLOW TO ALL INLETS WITHIN DRAINAGE BASINS TO PRECLUDE PONDED WATER. 22. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL SEDIMENT, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION 1S COMPLETED. DOCUMENTS PREPARED BY CORESTATES, INC., INCLUDING THIS DOCUMENT, ARE TO BE USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE INTENDED. ANY EXTENSION OF USE TO ANY OTHER PROJECTS, BY OWNER OR BY ANY OTHER PARTY, WITHOUT THE EXPRESSED WRITTEN CONSENT OF CORESTATES, INC. IS DONE UNLAWFULLY AND AT THE USERS OWN RISK. IF USED IN A WAY OTHER THAN THAT SPECIFICALLY INTENDED USER WILL HOLD CORESTATES, INC. HARMLESS FROM ALL CLAIMS AND LOSSES. I 1 / Know what's below. . Callbefore you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANGIO R ELEVATION OF EXISTING UTWTIES AS SHOWNON THESE PLANSIS BA E O 5 0 N POSSIBLE, GRASUR NTS TAKEN IN THE FIELDVARIOUS UTILITYESTATES, IES AND AN WHERE POSSIBLE MEASUREMENTS TAnEN IN THE FlELO_ CORE STATES, INC. GOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. z 0 1= 0 - EE U (n W >r) Q DW P " 1-1� -I- 0 THOMAS C. PICITBING 5 tic. I Jo. 034730 1-6 ���h`� �MAL 05-1-1- _ /120Z P aA. Ljj . sI * Z J n Li LU d a ~1 yap : 11 I f I --NYU � 11 U) Y rF K Ll rn p <C) Q2 v W i -6 08 � S =_1_1_1__� ft �Mtiw 1 -�` �� N Lo - U E��@ r !L LL I _ U 0 vi v `- m_0) ` 1 ®a a co E .o o .2-0 vC: a 00 �" v Tuvi 3 Z Q) v Uc o� c o o m m .2 L o U avi - :DO o v 6 °-� o.g" ?" E o r O 5� (1)(D U -. m v-0 cv o 3 :2 m u> m O c1l p o c =3 C, o M -O v v 0-0 to Ln U) - LD Q-ac0- v c v.® o Q a: a o o v c "�- v4- ao b!1 V N ® a� o o c o 2 o Q0v=aQi r. CO , :3 O 2 Ui -aom O oNc =coo E a) v j vcaX ��UN58 v° U) wU c v •o M IY (j �m J Q?c Cv 2) II o c L W mQ o°°) - , � a W cntm �.v � O Q W m� E a o c o a Is -o c o � = v mCL U) c) h55�.N-osm M MCD -23632 Z I_ W W C2 r co Ljj * Z J W co Li LU d ::D r co N Co W C -� cn W W ® 6 U) Ll 0 p <C) Q2 c) W I U 0 LL I _j co z co O �_ U3 rc LIJ Q a: 1121� J F"_ U j U) 0 J U) Z �_ ry U) c) O W �= Ij z W L'L 0" 0 a ® 3E (D W CID 117cq 0- (/)M 2 0 co W w 0 o W h � W ui Lc) P C5 U) 0 MCD -23632 Z I_ W W C2 r co 1IXA S .a j ll X� ~ ' SOILS MAP SCALE: N.T.S. EROSION AND SEDIMENT CONTROL NARRATIVE: 1. PROJECT DESCRIPTION: THE SUBJECT SITE IS LOCATED AT 3287 WORTH CROSSING, CHARLOTTESVILLE, VA. THE PROJECT PROPOSED AN IMPROVEMENT OF THE EXISTING ACCESSIBLE PARKING AREA, THE ACCESSIBLE PATHWAY TO THE EXISTING McDONALD'S RESTAURANT BUILDING. ALSO BEING PROPOSED WAS A REPLACEMENT OF THE EXISTING DRIVE-THRU MENU BOARDS AND THE RENOVATION OF THE BUILDING FACADE. THE AREA OF DISTURBANCE IS APPROXIMATELY 0.061 ACRES. 2. EXISTING SITE CONDITIONS: THE SITE CONTAINS AN EXISTING McDONALD'S RESTAURANT BUILDING AND IS PREDOMINANTLY PAVED WITH IMPERVIOUS COVERAGE. THE SITE DRAINS TO EXISTING INLETS OFF THE DEVELOPMENT OR ON THE DEVELOPMENT. 3. ADJACENT AREAS: THE SITE IS BORDERED ON THE WEST BY AN SUBWAY RESTAURANT, TO THE NORTH BY SEMINOLE TRAIL - U.S. RTE. 29, TO THE SOUTH BY FORTUNE PARK ROAD, AND TO THE EAST BY WORTH CROSSING. 4. OFF-SITE AREA: NO OFF-SITE DEVELOPMENT WILL OCCUR WITHIN THE SCOPE OF THE PROJECT. 5. SOILS: THE SOILS PRESENT ON SITE IS CLASSIFIED AS URBAN LAND (34D & 88). 6. CRITICAL AREA: NO CRITICAL EROSION AREAS ARE KNOWN TO EXIST ON SITE. 7. EROSION AND SEDIMENT CONTROL MEASURES: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PROTECTION MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: A. INLET PROTECTION (3A7): ALL STORM SEWER INLETS AND BMP STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT -LADEN RUNOFF SHALL BE FILTERED PRIOR TO ENTERING STORM SEWER INLETS AND BMP STRUCTURES. B. SILT FENCE (SILT SOXX ON PAVEMENT): BARRIERS SHALL BE INSTALLED DOWN TO SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW. C. TEMPORARY SEEDING (3.31): TEMPORARY SEEDING SHALL BE PLANTED TO REDUCE EROSION AND SEDIMENT BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF TIME OF MORE THAN 14 DAYS AND TO EDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. D. PERMANENT SEEDING (3.32): PERMANENT SEEDING SHALL BE PLANTED TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS, TO IMPROVE WILDLIFE HABITAT, AND TO ENHANCE NATURAL BEAUTY. 8. PERMANENT STABILIZATION: TEMPORARY AND FINAL SEEDING OR SOD SHALL BE PROVIDED IN ACCORDANCE WITH VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION AS STATED ABOVE. 9. STORM RUN-OFF CONSIDERATIONS: THE TOTAL IMPERVIOUS AREA ON THE SITE WILL REMAIN THE SAME AS A RESULT OF THIS PROJECT. THE PROPOSED PROJECT WILL NOT EFFECT THE VOLUME AND RATE OF STORM RUN-OFF FROM THIS DEVELOPMENT. 10. CALCULATIONS: NONE OF THE PROPOSED EROSION AND SEDIMENT CONTROL MEASURES REQUIRES CALCULATIONS. 11. MAINTENANCE PROGRAM: INLET PROTECTION: SHALL BE INSPECTED AT THE END OF EACH DAY AND AT THE END OF EACH RAINFALL. ANY REQUIRED REPAIRS SHALL BE COMPLETED IMMEDIATELY. SILT SOXX: SHALL BE INSPECTED AT THE END OF EACH DAY AND AT THE END OF EACH RAINFALL. ANY REQUIRED REPAIRS OR REPLACEMENT SHALL BE COMPLETED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501E STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR MORE THAN 30 DAYS. User: MLEWIS Plot DateTrime: May. 10, 18 -15:00:58 Drawing: C:\Userslmlewis\appdata\local\temp\AcPublish_1821801MCD.23632-P-SITE.dwg ;C3 - Demo & EPSC Pian 1JJ.�rj" "vU-11 1 +V`E r-H%T-, GV`t ` i PARCEL ID 046B4-00-00-OOIBO O C ! MQD =: I" Bt29Rl1 R VER ... s A Q � K G / M D / / r fP LANDS N/' I LOD GANAPATI, LLC ® i` ..�� t DEED BOOK 2948 PAGE 700 c�.• , .- --r-- .. -. PARCEL ID 0300-00-00-042H0 / " �o f 1 --; r / .......r.. . O / �� o o p. , •• ..._� O LO O _ K - LODG >- P �I �► B it K j : a H / Ix is � 11 L 6 �-LOD I Ir LOD / R=35.00' / L=44.65' IP T / D=7305'43„ S46-39`13"f(R) S39044'24" W (M) CHB = S03011'33"W CHD=41.68' VIRGINIA EROSION AND SEDIMENT CONTROL NOTES: 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, AND VIRGINIA REGULATIONS 4VAC50-30 OF THE EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. OVERALL SITEPLAN SCALE. V=20' 0 DEMOLITION KEY NOTES: A. EXISTING CONCRETE CURB TO BE REMOVED. B. EXISTING CONCRETE CURB TO REMAIN. CONTRACTOR TO PROTECT IN PLACE. C. EXISTING MENU BOARD AND FOUNDATION TO BE REMOVED. D. EXISTING DRIVE THRU INTERCOM AND FOUNDATION TO BE REMOVED. E. EXISTING ACCESSIBLE PARKING STRIPING TO BE REMOVED. R=35.00' F. EXISTING DETECTOR LOOP(S) APPROXIMATE LOCATIONS. L-63 85' G. EXISTING CONCRETE PAD TO REMAIN. H. EXISTING PAVEMENT MARKING TO BE REMOVED. D=104028'11" 1. EXISTING PAVEMENT MARKING TO REMAIN. CONTRACTOR TO PROTECT IN CHB=S65'35'4"E J. EXISTING CURB RAMP AND DETECTABLE WARNING TO BE REMOVED. CHD=55.34' K. EXISTING HARDSCAPE TO BE REMOVED. Z O L. EXISTING ACCESSIBLE PARKING SIGNAGE TO BE REMOVED. M. EXISTING DRIVE THROUGH MARKINGS TO BE REMOVED. EL N. EXISTING SITE LIGHT TO REMAIN AND BE PROTECTED IN PLACE. Iz O. SAWCUT LINE. U P. EXISTING HANDRAIL TO BE REMOVED. C Uj Q. EXISTING PULL FORWARD PARKING SIGNS TO BE REPLACED. Ct R. EXISTING CONCRETE BOLLARD TO BE REMOVED. GRAPHIC SCALE 20 10 5 0 20 1"=20' SEQUENCE OF CONSTRUCTION: PHASE 1. INSTALL TEMPORARY INLET PROTECTION(S) AND SILT SOXX. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA AT LOCATION IN PARKING LOT DESIGNATED BY OWNER. 3. BEGIN DEMOLITION ACTIVITIES HARDSCAPE REMOVAL. 4. START CONSTRUCTION OF SITE IMPROVEMENTS. PHASE it 1. TEMPORARILY SEED OR MULCH, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL CURB AND PAVEMENT SUBBASE. 3. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 4. PREPARE SITE FOR PAVING, 5. PAVE SITE AND INSTALL SIGNAGE. 6. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVERALL AREAS. 7. CALL ENGINEER OF RECORD AFTER THE SITE APPEARS TO BE FULLY STABILIZED FOR AN INSPECTION. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER APPROVAL OF THE ENGINEER OF RECORD AND STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF THE BMP. 9. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION IS SIGNED OFF BY THE OWNER THAT THE SITE IS FULLY STABILIZED AND THE PERMIT MAY BE TERMINATED. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. DEMOLITION NOTES: 1. REFER TO SHEET C2 FOR GENERAL AND DEMOLITION NOTES. 2. THE TOTAL LIMITS OF DISTURBANCE FOR THIS PROJECT IS 2,670 SF (0.061 AC). 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND FOR CALLING THE APPROPRIATE ONE -CALL CENTER AT LEAST 72 HOURS IN ADVANCE OF ANY EXCAVATION. MAINTENANCE NOTES: ALL MEASURES STATED ON THIS PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE INLET PROTECTION WHEN CLOGGING BECOMES APPARENT. 2. SILT SOXX SHALL BE REPAIRED OR REPLACED TO THEIR ORIGINAL CONDITION IF DAMAGED. DEMOLITION LEGEND: BLOCK 101 LOT 7 -O- LOD----LOD E & S LEGEND: PROPERTY BOUNDARY LINE CENTER LINE OF EXISTING ROADWAY ADJOINING PROPERTY LINE EXISTING EDGE OF PAVEMENT EXISTING FENCE EXISTING BLOCK NUMBER EXISTING LOT NUMBER EXISTING 5' INTERVAL CONTOUR LINE EXISTING V INTERVAL CONTOUR LINE EXISTING TREE EXISTING TREE LINE EXISTING GAS MAIN EXISTING UTILITY POLE EXISTING STORM STRUCTURES EXISTING SANITARY STRUCTURES EXISTING WATER MAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING UNDERGROUND ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD WIRES EXISTING SANITARY EXISTING STORM EXISTING BUILDING DEMO CURB DEMO GRAVEL ROAD DEMO ASPHALT DEMO STRIPING DEMO TREE DEMO UTILITY POLE DEMO HARDSCAPE PROPOSED SAWCUT LINE LIMITS OF DISTURBANCE - SOX SS SILT SOXX (REFER TO DETAIL ON SHEET C6.) IP INLET PROTECTION (REFER TO DETAIL ON SHEET C6.) DOCUMENTS PREPARED BY CORESTATES, INC., INCLUDING THIS DOCUMENT, ARE TO BE USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE INTENDED. ANY EXTENSION OF USE TO ANY OTHER PROJECTS, BY OWNER OR BY ANY OTHER PARTY, WITHOUT THE EXPRESSED WRITTEN CONSENT OF CORESTATES, INC. IS DONE UNLAWFULLY AND AT THE USERS OWN RISK. IF USED IN A WAY OTHER THAN THAT SPECIFICALLY INTENDED, USER WILL HOLD CORESTATES, INC. HARMLESS FROM ALL CLAIMS AND LOSSES. i Know what's below. . Call before you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONEDTHAT THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. CORE STATES, INC. DOES HOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. F [HOMAC C. PICKERING '�i_ Lic. No. 034739 10NAL 0 1-1- 0__� 9 f y r W •� E �, CD N 00 M �m iUtirt V ®uias``v ®gs =x cj 1 N (tS L .0 raid c o = o q w = m n N C o coo U P O Y) n ■ N = C J2fn 0-'m q U U cU o ON Nw m o�3 0 a '0 U (IS p � n o N CL n�- m �m•n o n oc �r at n .2 oC-nwU � Ms � U ,2r- Q n o v�a��Tm�ai o M U « c c N p v vi n_ 0 U tp 2.Q c N Q) ca �x c') r f4 t/i O co n U o m m O C a) n C N ¢ UO t6 w U N -r3 ® _ =c a3 W 3:n 0 m 2 P 2 D, d ca=nP��mQ n m c m n QC 'a)coH 'D m o s � � 0) L cu d W I - F- ® I- 00on � �- w Z _j W oo W co o < 2E � N W Lu CD d 0 0 LU < 0 0 17- (A I U LI! J J z Z Z LU (1)-<.� 0 > z n �LL0_j 0'_ J O U Q > 0z U) U) WZ LLI � z 0 OW > < Ow� 00 04 n . � ty) _ LIJ U 00 �Lu � h-LLI 0 o H W LU f - co U) MCD -23632 O zL� I-_ U-1 W C 3 r CID _ N N49°05'20"E (R) N42°10'31"E (M) T 1..85(R&M) 132.99' (R&M)LANDS N/F EN ARCH LIMITED PARTNERSHIP 0 / DEED DOOK 1464 PAGE 204 / PARCEL ID 046134-00-00-001110 / E 1 / H 81.40' 4 -- A O / G M / i >� CO L O LANDS N/F H CID GANAPATI, LLC 24.00 DEED BOOK 2948 PAGE 709 PARCEL ID 03200-00-00-042H0'/! ! °;.::.:.,:�''. C PLANT SCHEDULE (KEY NOTE I, ONLY) KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE/HEIGHT ROOT TYPE REMARKS K 8 ILEX CRENATA "HELLERI" HELLERI HOLLY 24" (MIN.) CONT. SIZE/HEIGHT IS AT PLANTING. 5 0 �4 / I g M NOTES: 1. ALL AREAS OF SITE TO BE PLANTED IN ACCORDANCE WITH THE LANDSCAPE PLAN SP -5 BY ROUDABUSH, GALE, AND ASSOCIATES, SURVEYORS, PLANNERS, ENGINEERS, PLAN DATE: JAN94 (PLAN ATTACHED TO THESE DOCUMENTS.) AREAS CURRENTLY NOT MEETING THE REQUIREMENTS OF THE REFERENCED LANDSCAPE PLAN SHALL BE PLANTED TO MEET THE REQUIREMENTS SHOWN ON THE K A REFERENCED LANDSCAPE PLAN. 2. ANY/ALL HELLERI HOLLY REQUIRED BY THE LANDSCAPE PLAN SP -5 BY ROUDABUSH, GALE, AND ASSOCIATES, SURVEYORS, PLANNERS, E D / ENGINEERS, PLAN DATE: JAN94 (PLAN ATTACHED TO THESE DOCUMENTS) SHALL BE A MINIMUM HEIGHT OF 24" AT PLANTING, / N _- -_ --� SITE FLAN INSET, SHOWN HEREON. U / DRIVE THRU R=35.00' M / L=44.65' _ D=73°05'43" S46"39'13"W (R) S39°44'24"W (M)- CHB=S03°11'33"W CHD=41.68' 611 t FLAN INSt 1 10 5 2.5 0 10 SCALE: V=10' -� 1 " - 10' User: DPARRY Piot Date/Time: Jul. 16, 18 - 13:11:03 Drawing: P:\McDonalds\MRP\Chadottesville, VA (3287 Worth Crossing) 045-0480 - MCD.23632\Civil\Drawings\PresentationlMCD.23632-P-SITE.dwg ;C4 - Site Plan GENERAL DEVELOPMENT NOTES: 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. THE FOUNDATION DESIGN ARE BY OTHERS. 2. BASES, ANCHOR BOLTS, CONDUIT AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. PROPOSED UTILITIES ARE ONLY SHOWN IN SCHEMATIC LAYOUT. EXACT LOCATIONS SHALL BE DETERMINED PRIOR TO CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR SHALL HALT WORK AND NOTIFY THE ENGINEER OF RECORD. 4. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 5. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT UNLESS OTHERWISE NOTED ON THESE PLANS. 6. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF CURB UNLESS OTHERWISE INDICATED. 7. ALL FEATURES SHOWN ARE EXISTING UNLESS OTHERWISE INDICATED. 8. EXISTING CONDITIONS ARE BASED ON BOUNDARY & TOPOGRAPHIC SURVEY BY GRS GROUP,LLC DATED 02/16/2018. 9. ALL DIMENSIONS FROM PROPERTY LINES ARE PERPENDICULAR UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE SITE UNTIL WORK IS ACCEPTED BY THE OWNER. 11. ANY DAMAGE TO THE EXISTING CURB AS A RESULT OF THIS DEVELOPMENT MUST BE REPLACED AS NECESSARY. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION. 13. ALL NEW BUILDING SIGNAGE WILL COMPLY WITH ZONING REGULATIONS. 14. PROVIDE ADEQUATE OFF-STREET PARKING FOR CONSTRUCTION EMPLOYEES. PARKING ON NON -SURFACED AREAS SHALL BE PROHIBITED IN ORDER TO ELIMINATE THE CONDITION WHEREBY MUD FROM CONSTRUCTION AND EMPLOYEE VEHICLES IS TRACKED ONTO THE PAVEMENT CAUSING HAZARDOUS ROADWAY AND DRIVEWAY CONDITIONS. 15. ALL QUANTITIES SHOWN ON PLANS ARE APPROXIMATE AND FOR REFERENCE ONLY. 16. CONTRACTOR TO VERIFY ALL MINIMUMS CALLED OUT ON THE CIVIL PLANS AND SHALL NOTIFY ENGINEER AND ACM IF MINIMUMS CANNOT BE MET. 17. REFER TO SHEET C2 FOR GENERAL NOTES. R=35.00' L=63.85' D=104°28' 11,E CHB=565'35'24"E CHD=55.34' GRAPHIC SCALE 20 10 5 0 20 1"=20' O SITE KEY NOTES: A. PROPOSED CONCRETE CURB. REFER TO DETAIL ON SHEET C7. B. PROPOSED CONCRETE PAD. REFER TO DETAIL ON SHEET C8. C. PROPOSED ACCESSIBLE PARKING STRIPING. MUST BE LONG LIFE EPDXY. REFER TO DETAIL ON SHEET C7 & C8. D- PROPOSED PARKING STRIPING. MUST BE LONG LIFE EPDXY. REFER TO DETAIL ON SIHEET C7. E. PROPOSED CONCRETE SIDEWALK. REFER TO DETAIL ON SHEET C7. F. PROPOSED ACCESSIBLE CURB RAMP WITH 2' WIDE DETECTABLE WARNING. REFER TO DETAIL ON SHEET C7. G. PROPOSED ASPHALT PAVEMENT. REFER TO DETAIL ON SHEET C8. H. DETECTOR LOOP(S) TO BE INSTALLED / REPLACED AT EXISTING DRIVE THRU WINDOIiWS AS DIRECTED BY MCDONALD'S CONSTRUCTION MANAGER. REFER TO DETAIL ON SHEET C10. 1. PROPOSED LANDSCAPED AREA, REFER TO SITE PLAN INSET, THIS SHEET, FOR MORE DETAILS_ J. PROPOSED SAWCUT LINE. K. PROPOSED HANDRAIL / GUARDRAIL. REFER TO DETAIL ON SHEET C7. L. PROPOSED PAVEMENT MARKING. REFER TO DETAIL ON SHEET C7 & C8_ M. PROPOSED DRIVE-THRU MARKING. REFER TO DETAIL ON SHEET C8. N. PROPOSED PULL FORWARD SIGN. REFER TO DETAIL ON SHEET C10. 0. RE -STRIP EXISTING PULL FORWARD PARKING SPACES AS REQUIRED. REFER TO DETAIL ON SHEET C7. SIGN LEGEND: n1 PROPOSED SPEAKER STAND. n PROPOSED DIGITAL PRE -BROWSE MENU BOARD. ❑3 NOTUSED. ® PROPOSED OUTDOOR DIGITAL MENU BOARD (ODMB). 0 PROPOSED ACCESSIBLE PARKING SIGNAGE (WALL MOUNT). `VERIFY SIGNAGE WITH SIGN ORDER REQUEST FORM, VERIFY LOCATIONS WITH McDONALD'S REPRESENTATIVE. [ccl THIS DRAWING REFERENCES: APPLICANT: PROPERTY OWNER: BOUNDARY & TOPOGRAPHIC SURVEY LANDS OF GOLDEN ARCH LIMITED PARTNERSHIP DEED BOOK 1464, PAGE 204 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VA 22911 PREPARED BY: GRS GROUP, LLC DATED: 02/16/2018 McDONALD'S CORPORATION 1 McDONALD'S PLAZA OAK BROOK, IL 60523 McDONALD'S CORPORATION 1 McDONALD'S PLAZA OAK BROOK, IL 60523 1) SITE ADDRESS: 3287 WORTH CROSSING CHARLOTTESVILLE, VA 22911 2) ZONING DATA: ZONED: HC - HIGHWAY COMMERCIAL/ INDUSTRIAL LOT, BLOCK PROPOSED USE: RESTAURANT (PERMITTED) FAST FOOD RESTAURANT WITH DRIVE-THRU (PERMITTED BY) SPECIAUCONDITIONAL (DETERMINE FROM CODE) REQUIRED EXISTING PROPOSED MIN. LOT AREA: N/A 1.01 AC. 1.01 AC (43,998 S.F.) (43,998 S.F.) MIN. LOT FRONTAGE: NIA 240' 240' MIN. LOT WIDTH: N/A 167' 167' MIN. FRONT YARD: 20' 75.38'(E) 75.38'(E) MIN. SIDE YARD: 10' 61.41'(N); 62.65'(S) 61.41'(N); 62.65'(S) MIN. REAR YARD: N/A 74.99' (W) 74.99' (W) MAX. IMPERVIOUS SURFACE: 77% 60.9% 60.7% (26,814 S.F.) (26,709 S.F.) MAX. HEIGHT: 70' 16.67' 16.67' 3) PARKING REQUIREMENTS: THE PROPOSED McDONALD'S LOT AREA WAS CONSIDERED FOR THIS CALCULATION. 13 SPICES PER 1,000 S.F. OF BUILDING AREA 2,732 S.F. X (13/1000) = 34 SPACES REQUIRED = 34 SPACES EXISTING McDONALD'S AREA PARKING: 43 SPACES (INCLUDING 2 ACCESSIBLE SPACES) PROPOSED McDONALD'S AREA PARKING: 43 SPACES (INCLUDING 2 ACCESSIBLE SPACES) PARKING STALL DIMENSIONS: EXISTING: VARIES REQUIRED: (10'X 1T @ 90°) AND (8'X 18'@ 90° ACCESSIBLE) PROPOSED: ('10' X 18'@ 90°) AND (8'X 18' @ 90° ACCESSIBLE) 4) ALL EXISTING FEATURES ARE TO REMAIN UNLESS OTHERWISE NOTED. 5) ALL PAVEMENT MARKINGS SHALL BE LONG LIFE EPDXY. 6) PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 7) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 8) ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9) SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 10) ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 11) CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION AND SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. SITE LEGEND - -- EXISTING PROPERTY BOUNDARY LINE - - EXISTING ADJOINING PROPERTY LINE EXISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE - PROPOSED DITCH CENTERLINE -----. - - PROPOSED LIMITS OF BMP / DETENTION PROPOSED SAWCUT LINE - _- EXISTING CURB PROPOSED CURB - - - - - - PROPOSED MOUNTABLE CURB PROPOSED BUILDING PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED LANDSCAPE AREA (GRASS) EXISTING SANITARY STRUCTURES - EXISTING WATER STRUCTURES J PROPOSED PARKING COUNT A ko /e. 04 'jam /{y - DOCUMENTS PREPARED BY CORESTATES, INC., INCLUDING THIS DOCUMENT, ARE TO BE USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE INTENDED. ANY EXTENSION OF USE TO ANY OTHER PROJECTS, BY OWNER OR BY ANY OTHER PARTY, WITHOUT THE EXPRESSED WRITTEN CONSENT OF CORESTATES, INC. IS DONE UNLAWFULLY AND AT THE USERS OWN RISK. IF USED IN A WAY OTHER THAN THAT SPECIFICALLY INTENDED, USER WILL HOLD CORESTATES, INC. HARMLESS FROM ALL CLAIMS AND LOSSES. Know what's below. - Callbefore you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UT]UTIESAS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD- CORE STATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES W !Y H op [HotiMAs c. PICURIK y tic. No. 034739 _0 > �c 10 -NAL � k� 9u_1 � Fy: N w WE O U N N � c 0 N l O �ti; U 2 N���o. c n U o �' U T O lu 0 '� o a o o 0 0 o- �.o w Qo g�T.= � E(U C o Qc o E.0 o E co U N Q In ) U 2 ° N O Q O s O -0 "):tO N U _ N N O O ® 0 O 0 O O 7 U N O O KS �L Ri w U O 6 O 15 O C N Nn Q) O N m s, o � occ Q n� U lU .Q M ,.N _ X 0. m ui vT o o cu v�U � og ra ;(a 02 co ��vN= o � 001 U) 0 -0 N 0 10 W o E2 Q rY , � o-0 S 0 W a) (D :3 o U LL' II--:�ih A-8 m CL LU F- >_ < m CWS CID CV G? =7 o W Z_j W 00 W Q C!) N ) cy) Q� co vj W W o 0_ 5 w LO Q (? 2 C/) U W Ci iLl >J � Z U) W 0- h- O LLf{t a Z LL. > Q z J W n U) Z W Lij U) U) W 0 O 0 LU� C)F N n C/) 00 F- W0 Iq LU W Uj U O MCD -23632 O LU 4 I- W LU 1: co LANDS N/F /GOLDEN ARCH LIMITED PARTNI DEED BOOK 1464 PAGE 2( PARCEL ID 046134-00-00-0( F ,7Lq ,rju ozom ± fvIt:j /G 522.9 0,06 ro W. G 522.77 0 636 LO G 522. 8 0;06.% G 522.77 1.7ti# 0 -50 % 4°/®' G 522.9 ± ME G 522.6 ± MEJ G 522.91 01 --509% —23.2-9] 4. 01-4TC 5 BC 522.821 2' .23.03 �5 4" BC 522.531 TC 523.83 BC 522.33 ± ME1 TC 522.63 BC 522.18 ± M G 522.1 ± ME .01 0-15) GRAPHIC SCALE 10 5 2.5 0 10 OVERALL SITE PLAN SCALE: 1"=10' User: DPARRY Plot DatelTime: Jul. 16, 18 -13:01:14 Drawing: P:\McDonaids\MRP\Chariattesviile, VA (3287 Worth Crossing) 045-0480 - MOD.23632\Civi[\E)rawings\Presentation\MCL).23632-P-SITE.dwg ;C6 - Grading Plan 1"=10' 0 GRADING KEY NOTES: GRADING NOTES: 1. REFER TO SHEET C2 FOR GRADING NOTES. GRADING LEGEND EXISTING PROPERTY BOUNDARY LINE EXISTING ADJOINING PROPERTY LINE EXISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE PROPOSED DITCH CENTERLINE PROPOSED LIMITS OF BMP / DETENTION EXISTING 5' INTERVAL CONTOUR LINE EXISTING 1' INTERVAL CONTOUR LINE PROPOSED 5' INTERVAL CONTOUR LINE PROPOSED 1' INTERVAL CONTOUR LINE A—TC—XR—X-X PROPOSED SPOT SHOTS EXISTING CURB PROPOSED CURB PROPOSED MOUNTABLE CURB PROPOSED BUILDING EXISTING SANITARY STRUCTURES -J EXISTING WATER STRUCTURES EXISTING GAS MAIN EXISTING WATER MAIN EXISTING UNDERGROUND ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD WIRES EXISTING SANITARY EXISTING STORM ArMWEb -PUM.' AVE #AJM DOCUMENTS PREPARED BY CORESTATES, INC., INCLUDING THIS DOCUMENT, ARE TO BE USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE INTENDED ANY EXTENSION OF USE TO ANY OTHER PROJECTS, BY OWNER OR BY ANY OTHER PARTY, WITHOUT THE EXPRESSED Know what's below. WRITTEN CONSENT OF CORESTATES, INC. IS DONE UNLAWFULLY AND AT THE USERS OWN Call before you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR RISK IF USED IN A WAY OTHER THAN THAT ELEVATION OF EXISTING UTUTFSAS SHOWN ON THESE PLANS IS BASED ON DESIGN SPECIFICALLY INTENDED, USER WILL HOLD DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD- CORE STATES, INC. DOE, NOT GUARANTEE CORESTATES, INC. HARMLESS FROM ALL THAT LOCATIONS SHOWN ARE EXACT- THE CONTRACTOR MUST CONTACT THE CLAIMS AND LOSSES- APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES 11 p THOMAS C. PICKERING tic. No. 034739 "-'10NAL n - C14 E LU J), C7 U o C) ca C -2 11- -7, 0.0 (N,= a 0 0 7, 0 0 �0 :5 c 0 N- OL 22 0 c 0 ,r- 0 E 0 0 0 V% 2 E E3-- a) 0 "n 0 c,j 2 C --I D c: :3 0 Or 8 In -6 Zn 2 -FU p Ln t5 a,, 0 .0 F , 0 wa 0���� , >-< 0)0 c) 5,6 I'D m 0 < LL IJJ P. < 0 -O.E (1) a) 0- U) 0 U (1) ) Q) LU 0 a):3 a) CE 2 U -I < W00 r) ::) - W Z -j W Co Lu (j) CD 3 c') < CD 75 W0) W N U.1 W 0 U -I < 0 0 � ry U) W to ;<- z Lli 0 < I'- 0 (.5 > j 17111 z < Iz Uj < 0 a: 0 LL > CL z U) U) F- Ld U) U) z 0 Z ry W Q U) C) 0 < W 7- 2 W ry ry LIJ Cr > < 0 T < U-1 00 1-- (�) c-4 U) CD 00 W W r) -j W Uj Lu Lo F- T- 1-- q P: co U) CD MCD -23632 0 Z 17- 05 T - co MINIMUM STANDARDS: 9VAC25-840-40. MINIMUM STANDARDS. A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13, WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES, 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA, STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; (2) (a) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10 -YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10 -YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10 -YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS; (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10 -YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A 10 -YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. L INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. I. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (11) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 16 -YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. m. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES (1) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT SHALL APPLY, OR (11) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 C 7 OF THE ACT. n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. User: MLEWIS Plot Date rime: May. 10, 18 -15:01:03 Drawing: C\Users\mlewis\appdatallocal\temp\AcPublish_1821801MCD.23632-P-SITE.d4-ig ;C6 - Construction Details - ES 1992 Alt" FILICATION �i 4•l IRE; lmi I TI -II` METHOD 01' Ii'T ET RR;0TECTION IS APPLICABLE AT("I[ARD UNL'•a'I'S' WHERE PONNE} INN IN'' FR -O IT OF THE *-ST . C`rLJRE IS NOT LIKELY- TO o'AUSE iN'(,(1NV i`IlCNf,E OF C�rt',f,�CTE TO ADJACENT NT : TIBC t.Tt1F'E' S AND tfN'ROTF TIED ARLA'S. GRAVEL SHALL BE '11DOT #-,, z#3-5 r OR 5 C(;faRSr AIGGREG . Pik. Source: Va. DSWC III - 41 3.07 Plate 3.07-6 PAVEMENT OR IMPERVIOUS SURFACE SiltSoxxTM (8", 12", or 18" TYPICAL) CONCRETE BLOCKS SIZED AS NEEDED (10' O.C.) WORK AREA AREA TO BE PROTECTED "LOCKS SIZED AS NEEDED (10' O.C.) PLAN TO BE ECTED SiltSoxxTM (8", 12", 18" TYPICAL) NOTES 1. ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER, SILT SOXX ON PAVEMENT (SS) DOCUMENTS PREPARED BY CORESTATES, INC., INCLUDING THIS DOCUMENT, ARE TO BE USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE INTENDED. ANY EXTENSION OF USE TO ANY OTHER PROJECTS, BY OWNER OR BY ANY OTHER PARTY, WITHOUT THE EXPRESSED WRITTEN CONSENT OF CORESTATES, INC. IS DONE UNLAWFULLY AND AT THE USERS OWN RISK. IF USED IN A WAY OTHER THAN THAT SPECIFICALLY INTENDED, USER WILL HOLD CORESTATES, INC. HARMLESS FROM ALL CLAIMS AND LOSSES. R-1 W rr 'F i) Know what's below. . Callbefore you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS. RECORDS OF THE VARIOUS UTILITY COMPANIES. AND'WVERE POSSIBLE. MEASUREMENTSTAKENINTHEFIELD. CORE STATES, INC. DOES NOTGUARANTEE THATLOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANI ES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS Of UTILITIES. C: M = () N THOMAS C. PICKFRIIE O N :5 ( L N Lic. Nlo. 034730 .� o `! H-. n 0 0� c o o v C U O Izo N , (D C In :) CL a �J ry ZONAL o �.c�mc 3 E U E o >h _ _ 1 6 CL 2 2' N cA t6 0 N U N � O ('6 '6 N a,7 � C3 0 0 v -Fa Ln 22 a) a o aX: a) v 0 do -ts a c ao Q m -� w U C 2 o +v ;usa��X�v o� a o a� c.0�p(1)� `2L a o - a- N O V N N T ,N m` m X 'a) o = Q CLmwuXom U a)a) o m �$ I o 0)_-0-0 v v E rn N.T.S. O ma`°m�c�Q m U) NU c q" �-o do Q- U in y W o - F 2i I- Q. � co �Nc') o ## U >< - 0.v � U i) Know what's below. . Callbefore you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS. RECORDS OF THE VARIOUS UTILITY COMPANIES. AND'WVERE POSSIBLE. MEASUREMENTSTAKENINTHEFIELD. CORE STATES, INC. DOES NOTGUARANTEE THATLOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANI ES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS Of UTILITIES. C: M = () N o o 0 O N :5 ( L N D 0 u) N .� o `! H-. n 0 0� c o o v C U O Izo N , (D C In :) CL a to o �.c�mc 3 E U E o >h _ _ U 2 2' N cA t6 0 N U N � O ('6 '6 N a,7 � C3 0 0 v -Fa Ln 22 a) a o aX: a) v 0 do -ts a c ao Q m -� w U C 2 o +v ;usa��X�v o� a o a� c.0�p(1)� `2L a o - a- N O V N N T ,N m` m X 'a) o = Q CLmwuXom U a)a) o m -���c = `4c o 0)_-0-0 v v E c o v Q P o O ma`°m�c�Q c q" �-o do Q- U in y W Q c �UONcoUc - F 2i I- Q. >_ M Q 00 () N z_j 0 W oo Ll W a w� D 0 u) N W co ¢� co C,4 wo Izo o a w QC O� CO U U) J Q Z lU �LL O =� lL U)(1)}" W Z ~ W W J 0- G W_.I }- �_ i O Z W W T_ U) LL! } U) W W O Q W � O Z O U) O 0 O V D� �ry O <0 S� F z LU 00 O N MCD -23632 C6 C7 � CJ 00 W W - E_ C7 Ln Co MCD -23632 C6 User: DPARRY Plot Daterrime: May. 11, 18 -14:34:10 Drawing: P:\McDonalds\MRP\Charlottesville, VA (3287 Worth Crossing) 045-0480 — MCD.23632\Civil\Drawings\Presentation\MCD.23632-P-SITE.dwg ;C7 - Construction Details VARIES NOTE: SLOPE PAVEMENT TO FOLLOW LOT FOR DRAINAGE m (SEE SITE PLAN) SEE SITE PLAN 1 1/2" 8" MIN 6EE PAVEMENT (SEE SPECS. ON c� VARIES 114" RAD. 314" RAD. SHEET C8 X "ASPHALT PAVING DETAIL") � l eo O Io 0 ¢ SEE SITE PLAN J c�i (36" MINIMUM) Q _ O W rA °�a ry 00 O oo D pz ff ff FAVEMENT O t0 ! I l I 00 PSI (4,500 PSI SURFACE -A'@ 28 DAYS) it II C COMPACTED GRAVEL W p w . 6" MINIMUM CONCRETE SLAB WITH 8"0 X " 18 DEEP HI -TECH FIBER REINFORCEMENT, SEE HANDRAIL/GUARDRAIL SITE PLAN FOR SIZE AND LOCATION. CONCRETE PIER 5 E CT I 0 N C L_ EA R A N C E • STANDARD CURB SECTIONS SHALL BE 10 FT IN LENGTH WITH PREFORMED BITUMINOUS CELLULAR -TYPE EXPANSION JOINT MATERIAL ON NOT MORE THAN 20 FT CENTERS. • CURBS SHALL BE CLASS B CONCRETE WITH A TWENTY -EIGHT-DAY COMPRESSIVE STRENGTH OF 11"0 A53 GRADE B STEEL PIPE GUARDRAIL 4,500 PSI AND SHALL BE AIR -ENTRAINED. SET INTO CONC. PIER — VERTICAL SPACED AT 3'-4" O.C. MAX — SEE SITE PLAN FOR EXTERIOR-----_N.T.S. N.T.S. W TYPICAL CONCRETE CURB DRIVE-THRU PAD GUARDRAIL LENGTH FACE OF a BUILDING 0 6" RADIUS 4" TYP. MAX W INTERMEDIATE RAILS —J"O STL. BARS @H D 4 O.C. MAX _ REFER TO SITE PLAN U TH01VAS C. PCKE�I I1G= 4" THICK, CLASS'B'CONCR ETE {4,500 PSI @ 28 DAYS) Lic. No. 034739 ii II II 4" THICK AGGREGATE BASE COURSE S;SI ONAL it II 11 u u u n NOTE: EXPANSION JOINTS 112" WIDE PREMOULDED BIT. 8"0 X 18" DEEP MATERIAL SHALL BE INSTALLED AT 30' INTERVALS. CONCRETE PIER CONTRACTION JOINTS TO BE SPACED AT EQUAL INTERVALS, 5MAXIMUM LENGTH. q=� y Si GUARDRAIL ELEVATION NOTE:N E PREPARE & PAINT METAL RAIL PER SPECIFICATIONS — VERIFY COLOR W/ THE CONSTRUCTION MANAGER W U) o N.T.S. N.T.S. m HANDRAIL / GUARDRAIL DETAIL CONCRETE SIDEWALK p U@ O � 0 U SIDEWALK RAMP WIDTH CURB 4' MIN AND SIDEWALK ° PAVEMENT GUTTER RAMP VARIES SIDEWALK A u A PLACE EXPANSION PLACE EXPANSION JOINT .Q w Q JOINT AT SIDEWALK LINE AT SIDEWALK LINE 0 0 c o o a) L , `i '-. \ ✓ . _ - o 4 4" WIDE SINGLE YELLOW SOLID LINE o A 8.2 ._ oat MAX. DESIRABLE RAMP SLOPE = 7.5°% 4 4" WIDE SINGLE WHITE SOLID LINE o 3 �'- (FOR MAX. CHANGE IN ELEV. OF 6") Q � SECTION B -B �_ �_ - 4 WIDE DOUBLE YELLOW SOLID LINE Q ' '� 3 � REINFORCEMENT IN ADJACENT __. CURB AND GUTTERREINFCS B - �' r -` B 0 a a� B 4 WIDE DOUBLE YELLOW DASHED LINE c� 2 �= U ... �, r -� �, B SECTION A -A o� 0 0 - '�'� � C 0 0 0 0- C 1• i e 1) -o - _ o aoi �2m� - --0 �' - 8" WIDE YELLOW SOLID LINE FOR PULL •�• ) _ C r� C 4 — FORWARD SPACES °' o SIDEWALK RAMP NOTES: o c MIN. WIDE DETECTABLE WARNING _(� SECTION Cy 1. SIDEWALK RAMP LOCATION DETERMINED FROM THE INTERSECTION OF THE EXTENSION OF BACK Q o a v E o - n 2 z `6 -_ 'N 2' OF SIDEWALK AND BACK OF CURB & GUTTER. 12 WIDE SINGLE WHITE SOLID LINE v m x - o� o (FULL WIDTH OF OPENING) 2. KEY ALL CONSTRUCTION JOINTS OR USE TIE BARS #4 EPDXY COATED @ 12" O.C. 2' MIN. WIDE DETECTABLE WARNING p' .� at 3 .� - w MAX. 1.5% CROSS SLOPE 3. LONGITUDINAL JOINT SPACING TO MATCH WIDTH OF SIDEWALK. FULL WIDTH OF OPENING ( ) On C) � - m -0 m cm o AND 00 4. ISOLATION JOINTS SHALL BE PLACED WHERE WALK ABUTS DRIVEWAYS AND SIMILAR STRUCTURES, MAX. 1.5% CROSS SLOPE a -j SO w 2 A 250° CENTER MAX. U_ n ¢ o `� 0 not '`.,1' 5. SIDEWALK RAMP SHALL BE LENGTHENED TO PROVIDE ADA COMPLIANCE SLOPE. NOTES. 6. ADA MAXIMUM RAMP SLOPE = IVFT. ADA MAXIMUM CROSS SLOPE = 1.5% MAX. DESIRABLE RAMP SLOPE = 7.5°l0 1. ALL STRIPING TO BE LONG LIFE EPDXY. O m a ami 7. DETECTABLE WARNINGS TO COMPLY WITH ADA REQUIREMENTS. (FOR MAX. CHANGE IN ELEV. OF 6") m o On 4 On 0 LL N U a) 0:5 C W� U LmU O i--- - PLACE EXPANSION JOINT ADA STANDARD FOR ACCESSIBLE DESIGN: D AT BUILDING EDGE W E REFER TO SITE PLAN REFER TO SITE PLAN 4.29.2' DETECTABLE WARNINGS ON WALKING SURFACES. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF NOMINAL I-" m p co >- 0 p : H LULI BUILDING FFE FFE - 0.50' FFE - 0.50' FFE BUILDING z _j W W to � U O 0.2 IN (5 MM) AND A CENTER -TO -CENTER SPACING OF NOMINAL Q 5 o N '� J �' '� '� 'J r✓ '� '� '- �- LEGEND 2.35 IN (60 MM) AND SHALL CONTRAST VISUALLY WITH ADJOINING U > Lu ,-� --� -� -� r-� - -� r ,-r -� - r -r ,- SIDEWALK SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. p - p SIDEWALK W LOU Q o O r� r✓ --� r✓ `� -MIN. 4'x4' LANDING WITH MAXIMUM -� -� rJ N.T.S. W tY p U r✓ r✓ �' �' �' r 1.5°lo CROSS SLOPE IN ALL -DIRECTIONS RAMP SITE STRIPING 0 > f.Ll O O O O O J DETECTABLE WARNING D r --r r--' r--� r-'� r -r r -r r --- ,---r r -r r --r r -- r--''' r -r r --.r r --r D d d d O 0 > W o d O O O d d C) ``A'4� r-� i--r-r r-� r-� r-•' r-� r-� O O d O O o O Or-'' -' r --r r -i r"-� r --r �..•--.r �-.'•�' r -J -r SIDEWALK 0 9°--- 0 SIDEWALK r� -� --� -' r� r-` 0 0 0 0 0 0 o r-� r- r ,� r✓ r r� ,r TOP OF CURB TOP OF CURB 2.35" � J (,>_] O _j TRANSITION CURB FROM GUTTER (� GUTTER U O LL � z U z 6" TO 0" WITHIN NOTE: O 2.35 CORESTATES, INC. DID NOT U) W LIMITS OF RAMP WIDE DETECTABLE WARNING BUILDING CURB �(� 0 O PROVIDE SUCH DETAILS LABELED 0 2' MIN. AND ` WITH AN "m" AND SHALL BE HELD W F- U E {FULL WIDTH OF OPENING} ° MAX. 1.5 /° CROSS SLOPE PAVEMENT GUTTER SIDEWALK 0 U) W - FFE ( ISSUES RESULTING FROM ERRORS D I- I. 2 RAMP WIDTH = 4' MIN. AND OMISSIONS FROM SUCH > :.... . _ i DETAILS. < Q f ch t� FFE-0.5' 0.2" �- atl: a ---�- i a a. .• _ 4 .� ��� i \ \ �'', ��'` `% `// , `��� Vii, - a <... .. \\��`, REINFORCEMENT ADJACENTINCLUDING DOCUMENTS PREPARED BY CORESTATES, C PROJECT , USED ON YFORTHE SPECIIFIO W W W CDx-0.9" 00 p �? ���-��'' ` i �`�,�'!✓,�`//1 CURBAND GUTTER 1 LIQ W SECTION D- D ' P, \ ✓1 1! SPECIFIC USE FOR WHICH THEY WERE INTENDED. ANY EXTENSION OF USE TO ANY -J _ U) r Iq U OTHER PROJECTS, BY OWNER OR BY ANY MCD -23632 OTHER PARTY, WITHOUT THE EXPRESSED Know what's below. - SECTION E- E WRITTEN CONSENT OF CORESTATES, INC. IS Call before you dig. DONE UNLAWFULLY AND AT THE USERS OWN p N.T.S. N.T.S. TNECONTRACTOR ISSPECIFICALLY CAUTIONED THAT THE LOCATION ANO/OR RISK. IF USED IN A WAY OTHER THAN THAT ELEVA7WS,OF SHOWN ONTHESE PLANS BASED ON z OSDESIGN RECOEMSTINr RECORDS OF HE VARIOUS AND ERE POSSIBLE, IBLE, UTILITY COMPANIES, NOT SPECIFICALLY INTENDED, USER WILL HOLD DRAWINGS, RECOROEN IN THE FIELD. GUARANTEE MEASUREMENTS TAKEN IN WN RE F_IACT CORESTATES, ORFAU T NOTACT TH TEE CORESTATES, INC. HARMLESS FROM ALL TEQULOCATIONS W C7 ACCESSIBLE CURB RAMP DETECTABLE WARNING TELDLOCAEONSOUTECaNRAcroRrnusrcoNTAcrHE CLAIMS AND LOSSES. APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FlELO LOCATIONS OF ULILITIES. W= User: DPARRY Plot Daterrime: May. 11, 18 -14:34:10 Drawing: P:\McDonalds\MRP\Charlottesville, VA (3287 Worth Crossing) 045-0480 — MCD.23632\Civil\Drawings\Presentation\MCD.23632-P-SITE.dwg ;C7 - Construction Details NOTE: ARROWS AND WORDS CAN BE ARRANGED IN OTHER COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. *YELLOW PAINT ON CONCRETE LOTS *WHITE PAINT ON ASPHALT LOTS 5" THANK DRIVE 1 2'-10" YOU Z4UETHRU / PAVEMENT MARKING THIS SIGN TYPICAL *TALL HANDICAP PARKING SPACES THIS SIGN TYPICAL xTALL VAN ACCESSIBLE HANDICAP PARKING SPACES PENALTY SIGN WORDING SHALL BE 8JREQUIRED 8YSTATE OnLOCAL Coos ReSsnveo PARKING *YELLOW PAINT R7-8,12" X 18" (PER mUTCoLATEST n7-86":12" (PER MuTcoLATEST somoN) VAN ACCESSIBLE \ r ---PENALTY SIGN, 6'x1sr DETAIL NOTES: 1. ALL SIGN BACKGROUNDS SHALL 8EWHITE . o, ALL SIGN LEGENDS AND BORDERS SHALL oeGREEN (nET*OREpLsnTms 3. HANDICAPPED SYMBOL FOR SIGN R7-8 SHALL BE WHITE ON BLUE BACKGROUND (RETROREFLECTIVE). 4. THE BOTTOM OFSIGN T0FINISH GRADE SHOULD os(7-FrM|N|MUM). 5. ALL SIGNS SHALL COMPLY WITH THE UNITED STATES DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES" (LATEST eomON). AND LOCAL CODES ASSPECIFIED. ADA PARKING SIGN DETAIL SIGN SHOWING THE LAYER DEPTH ASPHALTTYPE CURBING (WHEEL STOP) SYMBOL OF ACCESSIBILIT 1.5" BASE ASPHALT 2,5" (CHECK LOCAL CODES 8.1 61, 6" FOR SPECIFICATIONS) 4,500 PSI 4,500 PSI 54" WX 60" H SYMBOL OF ACCESSIBILITY (WHITE ON ASPHALT & YELLOW ON CONCRETE) (SEE SITE PL FOR LENGT ANGLED PARKING REFER TO EF 0 REFER TO SITE PLAN ST PL SITE PLAN �ibiiiTo M`=10080 AN 1) 1.o^ASPHALT SURFACE (vooTTYPE Sm'.m) 8^CRUSHED AGGREGATE BASE COURSE (VDOT NO. 21A)_ NOTE: McDONALD'SpROJECT MANAGER RESERVES THE RIGHT TO REQUEST xCOMPACTION TEST AND/CR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATIONS, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. HEAVY DUTY ASPHALT PAVING SECTION 24" LONG SMOOTH DOWEL @ 18" OC DOWEL DIAMETER T/8 (IN) VERTICAL OURED JOINT T PAVEMENT THICKNESS SAW -CUT 1/4" MIN. EALING COMPOUND PF NT . EXISTING PAI PROPOSED PAVEME � | \-S�CUT � TOP 1/N08EALSEALING COMPOUND NOTE: 1. DOWEL BARS SHALL 8EDRILLED INTO PAVEMENT HORIZONTALLY BYUSE OFA MECHANICAL RIG. 2� DRILLING 8YHAND |SNOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE )GNOT ACCEPTABLE. CONTRACTION JOINT LAYER DEPTH ASPHALTTYPE HEAVY DUTY ASPHALT SURFACE (VDOT TYPE SM -9.5A) 1.5" BASE ASPHALT 2,5" CRUSHED AGGREGATE BASE COURSE 8.1 1.o^ASPHALT SURFACE (vooTTYPE Sm'.m) 8^CRUSHED AGGREGATE BASE COURSE (VDOT NO. 21A)_ NOTE: McDONALD'SpROJECT MANAGER RESERVES THE RIGHT TO REQUEST xCOMPACTION TEST AND/CR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATIONS, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE G.C. WILL BE CHARGED. HEAVY DUTY ASPHALT PAVING SECTION 24" LONG SMOOTH DOWEL @ 18" OC DOWEL DIAMETER T/8 (IN) VERTICAL OURED JOINT T PAVEMENT THICKNESS SAW -CUT 1/4" MIN. EALING COMPOUND PF NT . EXISTING PAI PROPOSED PAVEME � | \-S�CUT � TOP 1/N08EALSEALING COMPOUND NOTE: 1. DOWEL BARS SHALL 8EDRILLED INTO PAVEMENT HORIZONTALLY BYUSE OFA MECHANICAL RIG. 2� DRILLING 8YHAND |SNOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE )GNOT ACCEPTABLE. CONTRACTION JOINT 8X0X6C0.WVV]N. REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT----, T=PAVEMENT THICKNESS| DENSE GRADE AGGREGATE SUBBASE COMPACTED GU86RADETO95%OFMODIFIED PROCTOR MAX. DRY DENSITY DETAIL NOTES: 1. CONCRETE PAVEMENT SHALL MEET THE MORE STRINGENT REQUIREMENT OF EITHER THE SPECIFICATIONS PROVIDED evTHE OWNER, LOCAL CITY/COUNTY REQUIREMENTS. a. CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH TRANSVERSE JOINTS AT 101 O.C. JOINTS TOeECONSTRUCTED PER DETAIL ONTHIS PAGE. N.T.S. ���~��U�������-�� SLAB �������-Ux���k CONCRETE ����� SECTION DOWEL DIAMETER T18 (IN) POURED JOINT SEALING VERTICAL COMPOUND 7(T,4 2"MIN --DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BESECURED A. DOWEL TO BE TOP 1/8" NO SEALING — LUBRICATED COMPOUND —1/4" MIN. JOINT FILLER NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. TRANSVERSE EXPANSION JOINT 24" LONG SMOOTH DOWEL @ 18" O.C. DOWEL DIAMETER = T/8 (IN) VERTICAL POURED JOINT T=PAVEMENT SAW -CUT 1/4" MINSEALING COMPOUND THICKNESS | | | | |7T14 2^M|N � �--| EXISTING PAVEMENT DOWEL TDBELUBRICATED TOP 118"NOSEALING I ' COMPOUND 1.DOWELS SHALL BESUPPORTED BYANAPPROVED DEVICE. CONSTRUCTION JOINT CONCRETE JOINT DETAILS CORESTATES, INC. DID NOT PROVIDE SUCH DETAILS LABELED WITH AN "M" AND SHALL BE HELD HARMLESS FROM CONSTRUCTION ISSUES RESULTING FROM ERRORS AND OMISSIONS FROM SUCH DOCUMENTS PREPARED ovoonsorxrcu /wc |wo�uo�ornm000 ���s USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE /wrswoeo. ANY EXTENSION upUSE roANY OTHER PROJECTS, o,OWNER nnavANY OTHER pAnTY�I�HOurTHE EXPRESSED WRITTEN CONSENT VFoonsazxrso.INC. m DONE UNLAWFULLY AND ArTHE USERS OWN mnu /rUSED /wxWAY OTHER THAN THAT SPECIFICALLY INTENDED, USER WILL HOLD Co*sonATso/wnHARMLESS FROM «u C�\Mo�Nouzaoca- DOWEL SLEEVE (CLOSED END) T0FIT DOWEL AND BE SECURED 1-1/4" MIN, CLEARANCE Know what's below. Callbefore you dig. ELEVATION OF EXISTING UTILITJESAS SHOWN ON THESE PLANS IS 13ASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTIOTY COMPANIES. AND WHERE POSSIBLE, MEASURE ENTS TAKEN IN THE FIELD- CORE STATES, INC. DOES NOT GUARANTEE I THATLO IONS SHOWN ARE EXACT. THE CONI FACTOR MUST CONTACT THE APPROPCIATEUTILTYGO PANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF LITILJTI�S � DRIVE THRU TRASH ENCLOSURE LAYER DEPTH LAYER DEPTH CONCRETE MAT 6" 8" DENSE GRADE AGGREGATE SUBBASE 61, 6" MINIMUM 28 DAY STRENGTH 4,500 PSI 4,500 PSI 8X0X6C0.WVV]N. REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT----, T=PAVEMENT THICKNESS| DENSE GRADE AGGREGATE SUBBASE COMPACTED GU86RADETO95%OFMODIFIED PROCTOR MAX. DRY DENSITY DETAIL NOTES: 1. CONCRETE PAVEMENT SHALL MEET THE MORE STRINGENT REQUIREMENT OF EITHER THE SPECIFICATIONS PROVIDED evTHE OWNER, LOCAL CITY/COUNTY REQUIREMENTS. a. CONTRACTOR TO CONSTRUCT CONCRETE PAVEMENT WITH TRANSVERSE JOINTS AT 101 O.C. JOINTS TOeECONSTRUCTED PER DETAIL ONTHIS PAGE. N.T.S. ���~��U�������-�� SLAB �������-Ux���k CONCRETE ����� SECTION DOWEL DIAMETER T18 (IN) POURED JOINT SEALING VERTICAL COMPOUND 7(T,4 2"MIN --DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BESECURED A. DOWEL TO BE TOP 1/8" NO SEALING — LUBRICATED COMPOUND —1/4" MIN. JOINT FILLER NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. TRANSVERSE EXPANSION JOINT 24" LONG SMOOTH DOWEL @ 18" O.C. DOWEL DIAMETER = T/8 (IN) VERTICAL POURED JOINT T=PAVEMENT SAW -CUT 1/4" MINSEALING COMPOUND THICKNESS | | | | |7T14 2^M|N � �--| EXISTING PAVEMENT DOWEL TDBELUBRICATED TOP 118"NOSEALING I ' COMPOUND 1.DOWELS SHALL BESUPPORTED BYANAPPROVED DEVICE. CONSTRUCTION JOINT CONCRETE JOINT DETAILS CORESTATES, INC. DID NOT PROVIDE SUCH DETAILS LABELED WITH AN "M" AND SHALL BE HELD HARMLESS FROM CONSTRUCTION ISSUES RESULTING FROM ERRORS AND OMISSIONS FROM SUCH DOCUMENTS PREPARED ovoonsorxrcu /wc |wo�uo�ornm000 ���s USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE /wrswoeo. ANY EXTENSION upUSE roANY OTHER PROJECTS, o,OWNER nnavANY OTHER pAnTY�I�HOurTHE EXPRESSED WRITTEN CONSENT VFoonsazxrso.INC. m DONE UNLAWFULLY AND ArTHE USERS OWN mnu /rUSED /wxWAY OTHER THAN THAT SPECIFICALLY INTENDED, USER WILL HOLD Co*sonATso/wnHARMLESS FROM «u C�\Mo�Nouzaoca- DOWEL SLEEVE (CLOSED END) T0FIT DOWEL AND BE SECURED 1-1/4" MIN, CLEARANCE Know what's below. Callbefore you dig. ELEVATION OF EXISTING UTILITJESAS SHOWN ON THESE PLANS IS 13ASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTIOTY COMPANIES. AND WHERE POSSIBLE, MEASURE ENTS TAKEN IN THE FIELD- CORE STATES, INC. DOES NOT GUARANTEE I THATLO IONS SHOWN ARE EXACT. THE CONI FACTOR MUST CONTACT THE APPROPCIATEUTILTYGO PANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF LITILJTI�S � User: JPEREZ Plot Date/Time: Jul. 16, 18 -18:51:10 Drawing: P:\McDonalds\MRPiChadottesvilie, VA (3287 Worth Crossing) 045-0480 - MCD.23632\Civil\Drawings\Presentation\MCD.23632-P-STRUCT.dwg ;C9 STRUCTURAL SLOPE TOP OF FOUNDATION SLOPE TOP OF FOUNDATION GENERAL NOTES FOR SIGN y. m TO SHED WATER TO SHED WATER POLE FOUNDATIONS ANCHOR BOLT. SEE ANCHOR VERIFY BOLT DETAIL FOR ADDITIONAL 4" 8" 4"' ANCHOR BOLT. SEE ANCHOR VENDOR INFORMATION VERIFY W BOLT DETAIL FOR ADDITIONAL GOVERNING BUILDING CODE: 2012 VIRGINIA UNIFORM BUILDING CODE VENDOR INFORMATION SPEAKER STAND ASSEMBLY BY BASE PLATE BY OTHERS. SIGN ASSEMBLY BY OTHERS. SIGN ASSEMBLY BY VENDOR BASE PLATE BY OTHERS. 1. RISK CATEGORY = I OTHERS. SEE VENDOR a SEE VENDOR DRAWINGS FOR � ADDITIONAL INSTALLATION SEE VENDOR DRAWINGS FOR SEE VENDOR DRAWINGS FOR 2. WIND LOAD, W +.►.! ® DRAWINGS FOR INSTALLATION Q REQUIREMENTS uJ ® INSTALLATION REQUIREMENTS. ADDITIONAL INSTALLATION A. WIND IMPORTANCE FACTOR, Iw = 1.0 <C z REQUIREMENTS. a o o 0 BASE PLATE BY VENDOR. SEE 4" SLOTS, REQUIREMENTS B. BASIC WIND SPEED (3 SECOND GUST), VOLT = 105 MPH 0 O BASE PLATE BY VENDOR. SEE O t= BASE DETAIL FOR ADDITIONAL TYP. - SERVICE WIND SPEED, VASD = 82 MPH LU BASE DETAIL FOR ADDITIONAL �Q N o > w O C. WIND EXPOSURE CATEGORY = B I Lz ;� ; O INFORMATION a LJ � W z m 2i 0 TNTINFORMATION �L D. WIND DESIGN PRESSURES PER ASCE 7 a > 2 Q _ � 1714 SLOPE TOP OF FOUNDATION a � w > < �� o M ©_ I i TO SHED WATER \ > 3. FOUNDATION DESIGN DATA E Q A. ALLOWABLE BEARING PRESSURE 1500 PSF (ASSUMED) w d FINISH GRADE/PAVEMENT REFER Q Q ELECTRICAL CONDUIT. w U ¢ Q FINISH GRADE/PAVEMENT REFER B. ALLOWABLE LATERAL BEARING PRESSURE = 200 PSFIFT (ASSUMED) U w z O O TO CIVIL DWGS. FOR ELEVATIONS CONTRACTOR TO COORDINATE O z O O TO CIVIL DWGS. FOR ELEVATIONS a a ELECTRICAL CONDUIT. �- iv & SUBGRADE PREPARATION REQ. W/ SIGN VENDOR REQ. ¢ r N & SUBGRADE PREPARATION REQ. a CONTRACTOR TO COORDINATE GENERAL: 0 W/ SIGN VENDOR REQ. 1. SIGN POLE ASSEMBLY INCLUDING, BUT NOT LIMITED TO, SIGN ASSEMBLY, T.O. FOUNDATION FOUNDATION REINFORCEMENT. 1 1/2" ,lilt T.O. FOUNDATION 4" 4" FOUNDATION REINFORCEMENT. STRUCTURAL STEEL POST AND BASE PLATE ASSEMBLY SHALL BE THE a T.O. GRADE SEE FOUNDATION DETAIL FOR11 CLR. SIZE AND SPACING REQ. ° T.O. GRADE 1 112 SEE FOUNDATION DETAIL FOR RESPONSIBILITY OF OTHERS. 2'-0" <2 \ ° CLR. SIZE AND SPACING REQ. 2. CONTRACTOR SHALL COORDINATE SIGN POLE BASE ASSEMBLY AND W O // \\ \\ \ SEE CIVIL DWGS. FOUNDATION DIA. -j UJ \ O w i �� �� / \� \\� SEE CIVIL DWGS. 2'-0' ANCHOR BOLT LAYOUT WITH VENDOR PRIOR TO PLACEMENT OF CONCRETE FOUNDATION AND ANCHOR BOLTS. cn w \/�\ ��� m ��� �� \/\\/\ I ° / \/ FOUNDATION DIA. 3. ALL CONTENT WITHIN THESE DRAWINGS TO BE CHECKED AGAINST SIGN O J ° a. //\�/j \/ \� \/\ / (3) - #3 CIRCULAR TIE REINF. � F- J aI = w 0 \/\� \/ (3) - #3 CIRCULAR TIE REINF. VENDOR AND ELECTRICAL DRAWINGS BY THE GENERAL CONTRACTOR AND z � w 0 U m \/\\/\ I.( " /\//\/ WITHIN TOP 5" OF VERT. REINF. 'j' a O 0 m \/�\/\ �� )�� /\//\/ WITHIN TOP 5" OF VERT. REINF. ANY DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY. W z¢ Q\//\/ ° \ \ \ - ELECTRICAL CONDUIT. BASE D E i A I L C�3 \\//\/ - �° \ \ / ELECTRICAL CONDUIT. \��j 5 BASE DETAIL 4. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR y r �9 p z s r\\/ \ W 0 \ z 71;2 �\ W ,� �, C9 w �` I CONTRACTOR TO COORDINATE m � z C9 1 = 1 -0 w w z CONTRACTOR TO COORDINATE � Q COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION < Q °Q Wf SIGN VENDOR REQ. p °a W/ SIGN VENDOR REQ. 1 = 1 -0 PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS o W w Q ON THE JOB SITE. v O a #3 CIRCULAR REINF. @ 6" O.C. 2 a #3 CIRCULAR REINF. @ 6 O.C. 5. DO NOT SCALE DRAWINGS. > ° ° @ ANCHOR BOLT EMBEDMENT ALL HARDWARE TO BE A563 LOCK NUT AS REQUIRED HOT -DIPPED GALVANIZED - o w ° @ANCHOR BOLT EMBEDMENT ALL HARDWARE TO BE 6. ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY w #3 CIRCULAR TIE a REINF. 12' O.C., CONCRETE FOUNDATION. PER SPECIFIED ANCHOR a a a a CONCRETE FOUNDATION. A563 LOCK NUT AS REQUIRED ANCHOR HOT -DIPPED GALVANIZED 7. FROM THE ENCLOSURE MANUFACTURER. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE<:•._,E Z _ U.N.O. 4 CONTRACTOR TO USE SONOTUBE ° _ 1 1/2" DIAMETER BASE PLATE BY ° � ° CONTRACTOR TO USE SONOTUBE PER SPECIFIED DIAMETER 8. ALL REINFORCING STEEL BY GENERAL CONTRACTOR ',rw�L l!Z V '` O.�'``': CLR. (OR APPROVED EQUAL ) TO CAST a CONCRETE / i/ i ° / A563 STRUCTURAL NUT AS VENDOR REQUIRED PER SPECIFIED ANCHOR DIAMETER 2 z_ #3 CIRCULAR TIE --� ° . a. ° a (OR APPROVED EQUAL) TO CAST CONCRETE A563 STRUCTURAL NUT AS --� REQUIRED PER SPECIFIED BASE PLATE BY VENDOR 9. 10. ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND"bx ELECTRICAL REQUIREMENTS.' REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ' �.• :� / a. a �\ a _ ° REINF. 18" O.C., a @ - 6 #6 VERT. REINF. EQUALLY ()- ANCHOR DIAMETER \ B.O. FOUNDATION T.Q. FOUNDATION PLATE WASHER (PER SIGN U.N.O. a 1 1/2'i CLR. SPACED AROUND CIRCUMFERENCE OF PLATE WASHER (PER SIGN -} T.O. FOUNDATION 11. ADDITIONAL INFORMATION. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. Li No, 05(1324 a Q o a z VENDOR) _a ° a FOUNDATION VENDOR} 12. DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS sre�r JUL. _ z; A563 LEVELING NUT AS /,�/ \/ 13. ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER (6}-#5 VERT. REINF. EQ. co '. a B.O. FOUNDATION A563 LEVELING NUT AS ',ON SPACED AROUND 2 -0 REQUIRED REQUIRED PER SPECIFIED a ANCHOR DIAMETER ° ° _° a REQUIRED PER SPECIFIED Q FOUNDATION: a a o a CIRCUMFERENCE OF FOUNDATION FOUNDATION DIA. _ 1/2' O F1554 GR. 36 HOT -DIPPED a z O° a Oa // a \� \ z U ANCHOR DIAMETER ° 1. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 95% OF ITS MAXIMUM DRY DAVID BALMA, P.E. VA LICENSE #50324 _ �' CAGE BOLSTER @ a o o ��//\ 314" 0 F1554 GR. 36 HOT -DIPPED a Z CAGE BOLSTER @ GALVANIZED ANCHOR BOLT. ° a FOUNDATION REINF. � n, GALVANIZED ANCHOR BOLT. d a a DENSITY AS PER ASTM D 698-70 STANDARD PROCTOR UNLESS NOTED ( ) FOUNDATION REINF. CONTRACTOR TO VERIFY Wf a CD N CONTRACTOR TO VERIFY W/ a ° - OTHERWISE. VENDOR PER BASE PLATE ° 4" CLEAN, COMPACTED 2 -0 VENDOR PER BASE PLATE ° 2. ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN 4" GLEAN, COMPACTED CONFIGURATION c ° CRUSHED STONE BASE FOUNDATION DIA. CONFIGURATION < MATTER BEFORE PLACING CONCRETE CRUSHED STONE BASE COURSE BELOW FND. 55 ° 4 3. SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF so COURSE BELOW FND. F436 1 3/4" 0 CIRCULAR WASHER ° F436 1 314" O CIRCULAR WASHER ` ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT L3 ACTUAL SITE SOIL CONDITIONS. A563 BOTTOM NUT AS REQUIRED 4. TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS PER SPECIFIED ANCHOR a � A563 BOTTOM NUT AS REQUIRED rt ( EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) DIAMETER PER SPECIFIED ANCHOR ° 5. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT DIAMETER ACCUMULATE. r A563 LOCK NUT AS REQUIRED PER A563 LOCK NUT AS REQUIRED PER 6. PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST SPEAKER STAND SPECIFIED ANCHOR DIAMETER DIGITAL MENU BOARD SPECIFIED ANCHOR DIAMETER DEPTH AS DETERMINED BY LOCAL JURISDICTION. W 41 0) 3 ANCHOR BOLT DETAIL FOUNDATION DETAIL 7. ALL FOUNDATIONS SHALL BE CAST USING SONOTUBE FORMS OR APPROVED EQUAL. �N- 6 FOUNDATION DETAIL 4 6 ANCHOR BOLT DETAIL f 8. 9. ASSUMED BEARING PRESSURES REFERENCED PER IBC TABLE 1806.2. ASSUMED LATERAL BEARING PRESSURE TAKEN AS 100 PSF X 2 BASED ON ALLOWABLE INCREASE FOR ISOLATED POLE FOUNDATIONS PER IBC §1806.4 ti x m =,- c - 6= �� 1 1/4' - 1 7 -0" J C9 3I4" - 1 ,-0„ _ 9r C9 f 1 1 4 - 1 - i� C 9 3/4,9 = 1 ' -0 )) CONCRETE: ® " C:) W r- 0 U cj r 1. MINIMUM CONCRETE STRENGTH (fc) SHOULD CONFORM WITH MCDONALDS CAST -IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A AND SHALL NOT - SLOPE TOP OF FOUNDATION BE LESS THAN 3000 PSI. cu = 0 cu TO SHED WATER 2. USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST -IN-PLACE "- 8" ANCHOR BOLT. SEE ANCHOR CONCRETE SPECIFICATION SECTION 2.6 �0 �a ;; 0 a �1 -'V'ERIFY BOLT DETAIL FOR ADDITIONAL 3. AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST -IN-PLACE `° io N 0 o vi 0 o " VENDOR INFORMATION CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A -o SIGN ASSEMBLY BY OTHERS. SIGN ASSEMBLY 4. WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST -IN-PLACE _' "3 - .E .L E ° ■% SEE VENDOR DRAWINGS FOR BY VENDOR BASE PLATE BY OTHERS. CONCRETE SPECIFICATIONS SECTION 2.13-A o 2 o SEE VENDOR DRAWINGS FOR 5. FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST -IN-PLACE = `6 °' o W ❑ INSTALLATION REQUIREMENTS. a a ADDITIONAL INSTALLATION CONCRETE SPECIFICATIONS SECTION 3.14 0 3 U �' z5 = R tz W O O BASE PLATE BY VENDOR. SEE REQUIREMENTS 6. PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL STEEL CAST � 1) Q 8,5 o v BASE DETAIL FOR ADDITIONAL �j AGAINST EARTH. � o N .N W 0 O TT<C INFORMATION a ° a 7. REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS r� t� a W o °'o_ z � a _ a U `O CAST -IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. V� o o z _ `�'' - SLOPE TOP OF FOUNDATION ° E w $. ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD " 0 "'a - O I t- j TO TO SHED WATER > 9. PRACTICE DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER m- ® y U wo C 2 -0 o O .� m v ca n. U = Q Q FINISH GRADE/PAVEMENT REFER v MCDONALDS CAST -IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. Q M 3 0 0 0 z O O I I Q = - TO CIVIL DWGS. FOR ELEVATIONS ELECTRICAL CONDUIT. CONTRACTOR TO COORDINATE 0 o -o C �, E � a_ r iv & SUBGRADE PREPARATION REQ. W/ SIGN VENDOR REQ. STEEL: 1. STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi) co -co c s 11 0 11 T.O. FOUNDATION FOUNDATION REINFORCEMENT. 2. HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi) o U 0 1 1/2" SEE FOUNDATION DETAIL FOR 3. HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = 46ksi) 0 0 c t � �' E co 0 a a <i \/ T.O. GRADE SEE CIVIL DWGS. CLR. SIZE AND SPACING REQ. 4. 5. CONNECTION BOLTS A325 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36 O m ¢ v m w v .� � � a) w / /�//�/ \ \/ \/\\/\ 2, 0„ 6. REINFORCEMENT: GRADE 60 m �? I I ( FOUNDATION DIA. T NUTS: A563DH OR Al 94-2H o E o 2 a o p z w 0 \/\ /- {3} - #3 CIRCULAR TIE REINF. $. WASHERS: ASTM F-436 d cu 0 c� fl o U v w 0 0 0 = a Q Q \\/ ° \\ \\ WITHIN TOP 5" OF VERT. REINF. 9. BOLTS: F1554 GRADE 36 10. USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS 0 0 5 tr o- z 2 � �1, - \ �-- ELECTRICAL CONDUIT. BASE DETAIL 11. ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY w w w z CONTRACTOR TO COORDINATE FROM THE SIGN/LIGHTING MANUFACTURER y d m U c�I p °� W/SIGN VENDOR REQ. C9 1 2 - 1 '-Q" 12. NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT m i� �, w (. w ENGINEER'S APPROVAL. Z w° w n cn N co O °o #3 CIRCULAR REINF. @ 6" O.C. 13. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE Q � N _w W CD IY D n. U - w ° a ° @ ANCHOR BOLT EMBEDMENT ALL HARDWARE TO BE 14. AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN > < o 0 U 0 Q ° CONCRETE FOUNDATION. A563 LOCK NUT AS REQUIRED NOT -DIPPED GALVANIZED ENAMEL PAINT TO INHIBIT CORROSION. � U a PER SPECIFIED ANCHOR 15. ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND > ° � 4 CONTRACTOR TO USE SONOTUBE DIAMETER PERFORMED IN ACCORDANCE WITH AWS D1.1. (OR APPROVED EQUAL) TO CAST BASE PLATE BY z a CONCRETE A563 STRUCTURAL NUT AS VENDOR #3 CIRCULAR TIE ° a 4 6 REQUIRED PER SPECIFIED REINF. @18" O.C., a° (6)-#6 VERT. REINF. EQUALLY ANCHOR DIAMETER _ CONTRACTOR TO CONFIRM ANCHOR BOLT W U.N.O. a 1 1/2" SPACED AROUND CIRCUMFERENCE OF - T.O. FOUNDATION LAYOUTS FOR ALL SIGNS & LIGHT POLES '�/i/ITH O 1) < --� ° CLR. �/ FOUNDATION PLATE WASHER {PER SIGN VENDOR) a _c Q.� VENDOR DRAWINGS BEFORE INSTALLING 5 > O Q a \ a 4 FOUNDATIONS W ,�\/ ° \ B.O. FOUNDATION A563 LEVELING NUT AS v REQUIRED PER SPECIFIED °° ANCHOR DIAMETER Q a O -� U- '� a Q a Q CAGE BOLSTER z �° .a @ \�/ a r v v 3/4" 0 F1554 GR. 36 HOT -DIPPED _z W FOUNDATION REINF. M GALVANIZED ANCHOR BOLT. a° ° 4 a. ,. Z F- U rl 2.0 CONTRACTOR TO VERIFY W/ J vn 0 4" CLEAN, COMPACTED FOUNDATION DIA. VENDOR PER BASE PLATE J U CRUSHED STONE BASE CONFIGURATION < ° W of U COURSE BELOW FND, > Q U) 0 S F436 1 3/4" 0 CIRCULAR WASHER O= Z w 4 °$ . � Cq A563 BOTTOM NUT AS REQUIRED DOCUMENTS PREPARED BY CORESTATES, o PER SPECIFIED ANCHOR a ° INC., INCLUDING THIS DOCUMENT, ARE TO BE W I- !� O DIAMETER USED ONLY FOR THE SPECIFIC PROJECT AND ' W J LU w w A563 LOCK NUT AS REQUIRED PER SPECIFIC USE FOR WHICH THEY WERE INTENDED. ANY EXTENSION OF USE TO ANY i ~ � {n = � '0 1- rn o DIGITAL PRE -BROWSE BOARD SPECIFIED ANCHOR DIAMETER OTHER PROJECTS, BY OWNER OR BY ANY / OTHER PARTY, WITHOUT THE EXPRESSED Know what's below. MCD -23632 FOUNDATION D ETA I L ANCHOR BOLT DETAIL WRITTEN CONSENT OF CORESTATES, INC. IS Calibefore you dig. DONE UNLAWFULLY AND OTTHEHER USERS OWN CAUTIONED LOCATION ISEMSTI RISK. USED IN A WAY OTHER THAN THAT O z 7 9 ELEVATIONCONTRACTOR THESETHE GUTI UTILITIES ASED OR ELEVATIONOFORDS OF VARIOUS SHOWN ONOMEANIES, ND WHERE ON POSSIBLE, OROSOF UTUTY DRAMEASU 17 - SPECIFICALLY INTENDED, USER WILL HOLD FI MEASUREMENTS THEFIEILD. CORESTATES,INC. UST NOT GUARANTEE EMENT ESTAOMPANIES,AN NOT GUARANTEE S TARENSHOW IN THE EXACT. MEAT LOCATIONS CORESTATES, INC. HARMLESS FROM ALL T"ATLOCATIONS SHOWNARE EXACT THE EAST72 HOURS BEFORE COMPANIES AT LEASTIE HOURSB FORE ANY EXCAVATION TO FORE CONTACT AVAT LLL! wC9 „ „ C9 ,� C9 4 V-0)) - 1 1 4 1 -O / CLAIMS AND LOSSES. REQUEST EXACTFIEL REQUEST EXACT FIELD LOCATIONS OF UTILITIES. ^�,- M 00 User: JPEREZ Plot Date/Time: Jul. 16, 18 -18:51:10 Drawing: P:\McDonalds\MRPiChadottesvilie, VA (3287 Worth Crossing) 045-0480 - MCD.23632\Civil\Drawings\Presentation\MCD.23632-P-STRUCT.dwg ;C9 STRUCTURAL NOTE: PULLBOX FOR * VERIFY EXACT CIRCUITS & QUANTITIES OF CIRCUITS OPO CONTROLLER WITH PANEL SCHEDULES AND MANUFACTURERS VERIFY EXACT INSTALLATION INSTRUCTIONS. LOCATION iN FIELD. * IF IMPLEMENTING NEW EXTERIOR DIGITAL MENUBOARDS AT AN EXISTING RESTAURANT, VERIFY EXISTING CP PANEL HAS AMPACITY AND SUFFICIENT SPARES/SPACE FOR TWO (2) NEW 20A/1 P CIRCUITS. UPGRADE CP PANEL TO 42 CIRCUITS IF NECESSARY. C * IF IMPLEMENTING NEW EXTERIOR DIGITAL MENUBOARDS AT AN EXISTING RESTAURANT, VERIFY EXISTING PULLBOXES ARE SIZED FOR NEW CONDUIT ROUTING. MODIFY PULLBOXES IF NECESSARY. ® 2#12 & 1#12 GND. TO LP -1 FOR COD CANOPY LIGHTING. MOVABLE SIGN © 4#12 & 1#12 GND & 1#12 ISOLATED GND., TO CP FOR ISOLATED GROUND POWER TO MENUBOARDS AND MEDIA PLAYERS. - 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO dS CP FOR ISOLATED GROUND POWER TO COD'S. EACH COD SHALL BE ON ITS OWN SEPARATE CiRCUIT. F 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO PRESELL �- 4° SCH 40 Y, Sri" °TFFI PIPE 'x:340-000012' CP FOR ISOLATED GROUND POWER TO MENUBOARDS BOARD AND MEDIA PLAYERS. SUPPORT THE GRAY POST. (j 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO )� 18' DIA 0WP,ETE PIER VITH `TI" DEPTH CP FOR ISOLATED GROUND POWER TO FOR PRESELL O 110 iPH 'D'= 5 i1vGHE BOARDS AND MEDIA PLAYER. 130 RPO 'D'= 54 iNCHES NOT TO SCALE 1-1 /2" PVC CONDUITS TO BUILDING FOR: • LOOP DETECTOR & AUDIO • DATA CABLE 1/2" STEEL CONDUIT TO BUILDING FOR COD POWER XMIN=10121Er•1A�r t1012 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" DETECTOR LOOP- 5-0 OOP— ^-0 TRAFFIC FLOW CONCRETE CURB PLAN WIDTH OF DRIVE—THRU LANE LEAD IN WIRES — COD POST AND FOUNDATION CONCRETE CURB PAVEMENT 2" MAX X�L1 1/2" PVC SLEEVE FOR VEHICLE DETECTOR LOOP SECTION C.O.D. DETECTOR LOOP NOT TO SCALE ANEL CPj(IG) f PANEL LP C I COD i rtl,rJ 1 MENU BOARD #21 Mom rug BUILDING WALL CONCRETE CURB 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6]5 DETECTOR I 90> LOOP —� 5'-0" TRAFFIC FLOW NOTES 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 2" CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU LANE. INSTALL PER MFR. RECOMMENDATIONS. 3. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2' OF LOOP. 4. DETECTOR LOOP MANUFACTURERS: DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWINGS COMPANIES OR EQUAL. 3M: 1-800-328-0033 HME: 1-800-848-4468 5. _DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. LEAD—IN IS PRE—TWISTED AT FACTORY. 6. DETECTOR LOOP CONSTRUCTION: FORMED WITH ONE CONTINUOUS LENGTH OF PVC WiTH NO SHARP CORNERS AS DETAILED. WIRE LOOPED, FORMED, & PIGTAILED AS DETAILED. WIDTH OF DRIVE—THRU LANE PLAN 1 1/2" PVC SLEEVE iN D/T SLAB FOR VEHICLE DETECTOR LOOP PAVEMENT 2" MAX CONCRETE CURB FOUNDATION WALL SECTION NOT TO SCALE User: DPARRY Plot Date/Time: Jul. 10, 18 -10:13:17 Drawing: P:\McDonaidslMRP\Charlottesville, VA (3287 Warth Crossing) 045-04$0 —MCD.23632\CivillDravrings\Presentation\MCD.23632-P-SITE.dwy ;C10 -Construction Details DETECTOR LOOP DETAILSN1 NOT TO SCALE SCALE: NONE 29" 26.6" m .5' FCA h /RAP 'JITH `,EkANT —PA'I'N TO CATCP E TSITOG PAVING 3.]0 CDNCAE i PROJEGTBBI ABG GRADE r30 FELT SLIP SHEET 413 RECAP TIES FOR 11D MPH AND GREATER \BIFID SPEFDS J ITT —li J E. FACE PAPIEL AFIACHFIENI SCRE4IS FACE PAPIEL REFEREICEE, VARIWJS COPIES m REFER TO SHEET C9 FOR FOUNDATION DETAILS r ; R-711 L5" DI.; X 24" GRAY -OCT n1,IH-00002 OPTION B , i IN GROUND SIGN MOVABLE SIGN L� r 30° LONG YELLOV SLEEVE It14B-000U4 `'CAL - TOP AP01111) THP PIPE I,'ITH fiAr i. f S dS /�- SILICURF x BASE ATTACHMENT SCP.ES;' x115 ��) ,�,��• F PYRAMID BASE 1115'3 13A �- 4° SCH 40 Y, Sri" °TFFI PIPE 'x:340-000012' 9, FILL PITH CFJPICRETE AID GROUT To as SUPPORT THE GRAY POST. IF GRADC 18' DIA 0WP,ETE PIER VITH `TI" DEPTH 90 NF'I-1 `D"- 41) Ii4CHEE.c'r - bla FL AI`!ll PO,T UPTIMI 110 iPH 'D'= 5 i1vGHE 130 RPO 'D'= 54 iNCHES J 50 P1PI1 "D"= 6r0 IPII_HES I �— S- -PACER JIDER PIPE TO UOLD IT IPI PLACE Y/HII-F CONCRETE A fS UP �a ` verbr#e , FTS 1.F Nr E 11 NO. :�4r2L li,i-.I=RYY ? 1 IIIPLI TI IPIAL 0° (IC1f\I _�oF,T : F a TY:R;s .hus INSTALL INSTCLCTICIVJI IF PLA TIL ? PA TJ L E 1 PPM, FaCE Fa EL MrLUTI Rn1; . as RAY .r-=. A!i PIH` ill L. -F iiiCLLJIP.G H 20 kE 2 .EJIEd T It FII O ALL PPPTS 'III LE y 1_91') I OLES IN Oil- "'E FLY I E F LF pe,cL AVD TFE hit HHU N iE. U7CgTE THE Fr=! ES !2' DO'uH FRET I➢'R `BID 32775` C TO C. DPTI LOOLCH LIE EXL"Trkr, NOTES 11 THE 3AEE 19 N ALO THE POO'I?I H -E IN TO P}'E. + ti IPE P TE HII9 IH- F XN 'CLE 11 tlh ll,' t Cry T 11TH - LI 1, DUTY TO41- FACE PA EL 7O THE FLE WHITE T - D t PAN HEA dC T ,IASI EP AND UT 5. HAVE THE IGN TO CHIRP "00 11SH IT TO BE PJ3 THEPI FHL k 19 TO R cA E OP W ICHI. PH,:fATFF, rql L 0 LE An➢E➢ TO Th , 1D IP THE RASE I T ERE I PO Cr i'CE FOR TFF rr To FE E_E, IH T LL I%TR CT[CJ JITH DIP,_CT BURIAL FHP 1, nr.FvLr FACI P- \EL [fiCLL llIDlr HARP `LAP-1BI r.. 'Y FIPF, 4' DIA X a TEEI PIFE 1D t, C L9 G YELL E t PIPE CCVER. t FEL'IEV i E FHr C' LL P?kl Ji C L L (; a]-> Fi,LES IN ME f - t PIf C FOR THE FACE PA EL LOCATE THE TELE 12 DOWN FRICH TOP AND 32,315Y C TO r 3 DRILL IH 111DAIPJ111111HIPE PER rH IINELL ll H'rRT D SET IPE 9 L- L PTP- JITH F-rFP p T E CTP EF THE HOLE TO 03 11 NA,tlu C - C rR I, -3. FOUR CEILF.ET C,R[TNI A0 ITT T2 TFrL PIPE s FO u rySrPLL HUn F.(1)f t LL E ET ID P r L},M %''P.AP: JJ FAT II ill LO I"RET TO M. L IF r I TC! e FL f,E T.E GPP/ o. FC i INT TES N_ PC, O LOCH IH -:E IH1S LS b- =PL1 C J -L 11 IFE ICF HUN CL'r.Ll:ETE FrdL 4' STEEL PIPE AND THE EFAr PDE AND HAKE TH G Cd F PE LEVEL dFI- IF CO -E TCP OFF THt TCC ?i TE WITH L JT ? RE UHF J ID H KE A LPO.dIv rN TOP 0 1(7 R TIL! N i IT G . YT IFC PPIFE 7. .LIP THE TELLG IPE II7J]F 9/ER LPE Y Sit P[FI J9 -Ef THE TEP J[ H TLB- III1P'E f`-rCR T CI,:CFE r_ SC IS, r0UTIT III[ FACE L LL TO Tit GLAf POLE 'Willi [H- 140 :`-2U X S P"N HEAJ Eli; C. ',NK ER; P1,9 >i11I;. FACE REPLA ICTIT IIdSTHUCTIONS I. LNPAV TV PANEL IPCLOCINE, HPPTEJFRE. ' REMOVE CLD TACE FROM FELE, 3. MUCH THE NE`o' FACE TO THE POLE ':WITH TEE TWO 1'-'_0 X 3' PAN HCAD BOLTS, VA_,HERS AND F.Ul". I— FRO%OCT: PHIL FOP,riARJ �b'a u E�IER � ciax; L TIT] E: POLE OTTAILS I.�F V IT`itltr °Ias " 4 NOT TO SCALE OPTION AY OPTION B IN GROUND SIGN MOVABLE SIGN fi3.3 cue W x.56 in A t F 3i d 3 ii'+` fiAr i. f S dS 3 t�_,'ydPY� x A'r4 �ri 9 g � 5" x115 ��) ,�,��• 9, j as i OPTIONAL Bail,3si: Ship WC1,ght; if: REFER TO SHEET C9 FOR FOUNDATION DETAILS Illumination: NIA Face Details. . Pigmented ABS panel to match PIV1S 425C with matte finish screened white 'Reserved DriveThru" copy, yellow reflective vinyl circles PULL FORWARD FOUNDATION DETAIL SCALE PULL FORWARD SIGNAGE SCALE N.T.S. N.T.S. NOTE: CORESTATES, INC. DID NOT PROVIDE SUCH DETAILS LABELED WITH AN "M" AND SHALL BE HELD HARMLESS FROM CONSTRUCTION ISSUES RESULTING FROM ERRORS AND OMISSIONS FROM SUCH DETAILS. DOCUMENTS PREPARED BY CORESTATES, INC., INCLUDING THIS DOCUMENT, ARE TO BE USED ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC USE FOR WHICH THEY WERE INTENDED. ANY EXTENSION OF USE TO ANY OTHER PROJECTS, BY OWNER OR BY ANY OTHER PARTY, WITHOUT THE EXPRESSED WRITTEN CONSENT OF CORESTATES, INC. IS DONE UNLAWFULLY AND AT THE USERS OWN RISK. IF USED IN A WAY OTHER THAN THAT SPECIFICALLY INTENDED, USER WiLL HOLD CORESTATES, INC. HARMLESS FROM ALL CLAIMS AND LOSSES. • 1 Know what's below. Callbefore you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN ORA'AANGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENT'S TAKEN IN THE FIELD. CORE STATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. Z O I— M ry U U) LLJ 0 0 E 1 N O o � ami _B ` W N M D Yt" { CDCn (0. C, O N O T 0 N Q� O p= C p O N 0 U> v= _ O a 2 v O L U ,E U E O R L' �' O, 0 (6 7 NU N.L.. � (0 N 'O C o3U`� ,D- 0 o a U N cl1 ==Q0 80 � N O O N 0 -��� ��- Q yd- 2 N N O 0- O a�-_OL-0 U N ,N a�3�6C75 �(n a) +� C LL o �w v fl -,� a) n 11 M,2 i o �I-'- 0U iN— ' m o0 W '_ NU p AS a mLij 00 U cv O U) ® i1J Cid Z _i LU M W(y) < G W Q LU CDLID CD � I� WN d ® Ur U)/ Li 5J ) C9 LL! Z QF t) :% 7 O �s �.r .. 1L L/^ � J W v Q 0 z U) w O Z ~ ~ U) C) U7 S W C� o U) Q F' cap CL 0 0 Cf)� 0 00 W }- J (— W W '0 U) C) MCD -23632 10 Z C10 i-- LL.! LL! Z U) LANDS N f F GANAPATI, LLC DEED BOOK 2948 PAGE 709 a� PARCEL ID 03200-00-00-042HOCID . d U, S, RTE, 2 t;)% Ej M IN0 L E TRLAAIL VARIABLE WIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY' G 531.44 G 531.23 G 530.97 TC 531.89 TC 531.69 CONC. CURB &107TER TC 531.46 -a I f -- a $ 531 E K34°4�'S9N41"E 5% I R N4 '31"E t � - �\ - TC 530.61 N, --- ' 31.55' RIR&M} 132 99g2�iR�c27 - 526_ lD SIGNI Li LANDS N, f F TC 52528 TO 52519 TC 52481 \\ GOLDEN ARCH LIMITED PARTNERSHIG 2469 G 524.36 P 2478 DEED BOOK 1464 PAGE 20i---- 7 - 524 \ PARCEL ID 046134-00-00-001130 23852370 \ N� 523.93 TC 524.00 G 52352 TC 523.6 G 52222 52275 522.78 G 5 k TC 52269 ' MENUBOARD ASPHALT 52285 s CONC. 522.89 52288 PAVEMENT N 522.77 <,� CONC. TC 5 0 1 522.40 C 523.2 M 1045 G 5 1 ORDER c 0 523.0 f �' TC 5 BOX 100 rn 0 v 1.83 TC22.31 C 523,3 t G �7 0 i a 094523521.68�� 52288 los 450 6521.27 TC 521.79 TC 521.71 G 521.15 6 G 519.86 V 520.36 o \\ S46°39'13" ITTER TC 519.06 G 518.98 h' I o 52209 52.32 523.10 I G 521.97 52285 TC 522.26 52256 nay ANVHl TC 52307 522.67 5�1 LEGEND o X TO 26283 TOP OF CURB ELEVATION X G 262.83 FLOWLINE ELEVATION X EP 262.83 EDGE OF PAVEMENT ELEVATION X 26283 SPOT ELEVATION 262 --EXISTING CONTOUR -­­­­­­­APPROX. LOC. UNDERGROUND ELECTRIC - r - r - r - r - r - r - r-APPROX. LOC. UNDERGROUND TELEPHONE -­-­-­­APPROX. LOC. WATERLINE -----°•--w--°•-°•--OVERHEAD WIRES - -METAL OR WOOD FENCE -x_x-x-x_x-x_x-x_x-WIRE FENCE WV TELEPHONE MANHOLE m WATER VALVE Cf0 CLEAN OUT oM WATER METER Ja FIRE HYDRANT D4 GAS VALVE © GAS METER LL.i UTILITY POLE UTILITY POLE WITH LIGHT < GUY WIRE 0 TELEPHONE PEDESTAL R=35.00' L=63.85' D=10428'11" -530 - CHB=S65'35'24"E CHD=55.34' TC 529.54 . G 529.11 / G 52837 Ce TO 528.84 1 TC 52923 G 528.74 v Q q G 527.22 TC 52,7.70 ,� � 2 52759 G 527. .8 521.65 .74 525.81 FF --52332',✓ y �I TC 526.34 �'- TC 5 3.23 G 11 ,'iiCV MASONRY B DING 385 0o G 52284 ® G 52227 TC 7221 2,732 5F. , 52277 HTt1891' TC 52327 X3287 G 522.68 , TO 52331 G 523.30 o 3.85' o � X65 2� 280' OD TO 52324 �4 52274 G 52288 TC 523.15/ 9 `. G 52282 / J .0 '41/ 11121 PARKING" CONC CURB TO, 52253 TC 522.54-- - -x'52218 G 52219 521.77 G 520.31 521�_ TC 52076 ASPHALT -' PAVEMENT TC 520.87 -� �\ 0,520,42 -520 - S39°44'24"W (M) !f85 25' (R&M) TC 519 68 G 51,924 G 520.96 TC 521.37 TC 51,9.84 -G-519-40-- TC 52261 0 - To 522.81 G f TO 523.50 G 52771 G 523.47 TC 52308/ G 52 31 G _19.38 TC 52 74520 -TC 52011 CONC. CURB�mr_ __ T �J l �lti, F PAT VARIABLE WIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY TC 51884 051834 TC 524.79 G 52434 G 523.97 TC 52436 `r TO 523.34 G 52295 521.66 522.08 TC 521.11 0520.61 R=35.00' L=44.65' D=73'05'43" CHB=S03*11'33" W CHD=41.68' TO 526. G 525,' G 529.72 TC 00.21 G 530.23 Z 530.66 ® G 52705 522 - ' TC 52204 TO 522 52 0521.57 AREA LIGHT J- SIGN • 5 TC 521.47 TREE (W/SIZE) G5 3 BUSH ccs TREE LINE ® GRATE INLET 52045 G 52066 SANITARY MANHOLE TC 520.88---X521.08 TELEPHONE MANHOLE G 52 31 G _19.38 TC 52 74520 -TC 52011 CONC. CURB�mr_ __ T �J l �lti, F PAT VARIABLE WIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY TC 51884 051834 TC 524.79 G 52434 G 523.97 TC 52436 `r TO 523.34 G 52295 521.66 522.08 TC 521.11 0520.61 R=35.00' L=44.65' D=73'05'43" CHB=S03*11'33" W CHD=41.68' TO 526. G 525,' G 529.72 TC 00.21 G 530.23 Z 530.66 ® TRANSFORMER T lam'" ��� � � u AREA LIGHT J- SIGN • BOLLARD TREE (W/SIZE) 0 BUSH ccs TREE LINE ® GRATE INLET QS SANITARY MANHOLE QT TELEPHONE MANHOLE ® STORM DRAIN MANHOLE Cf0 CLEAN OUT 14 DENOTES PARKING COUNT 10 TITLE EXCEPTION BENCHMARK C -v' r <�,<V- PAINTED ARROWS LL.i WHEEL STOP PARKING ONLY ONLY S P STOP BAR t z 0 ri w 1v1cDai _ 1d � s. SITE e 1-10 1.+_. -1 Ni a- A 0 <C NOTES: 1. PROPERTY IS THE LANDS OF GOLDEN ARCH LIMITED PARTNERSHIP. AS RECORDED IN DEED BOOK 1464 AT PAGE 204 AND IS LOT "D", AS SHOWN ON A PLAT ENTITLED: "EASEMENT PLAT SHOWING LOTS B, C AND D, A DIVISION OF PARCEL 1, TAX MAP 4684, FOREST LAKE - NORTH SECTION" AND RECORDED AS DEED BOOK1463 PAGES 481-484 AND HAVING A TAX MAP ID OF 046134-00-00-001 B0. 2. AREA =43,998 SQ. FT OR 1.010 ACRES 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES ARE BASED ON UTILITY MARK -OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE AS BUILT PLANS AND UTILITY MARK OUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. 4. THIS PLAN IS BASED UPON INFORMATION PROVIDED BY A FIELD SURVEY PREPARED BY GRS GROUP, LLC DECEMBER 18, 2017 AND OTHER REFERENCE MATERIALS LISTED BELOW. 5. THIS SURVEY IS PREPARED WITHOUT A TITLE REPORT AND THERE MAY BE EASEMENTS AND RESTRICTIONS THAT AFFECT THE PROPERTY THAT ARE NOT SHOWN. 6. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY. 7. THE PROPERTY IS LOCATED IN OTHER AREAS, ZONE "X", (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PER PLAN REFERENCE #2. 8. WATER, ELECTRIC AND OTHER UTILITIES ARE SHOWN PER MARK OUT AND FIELD LOCATION AND REFERENCED PLANS. 9. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY. 10. SURVEYED PROPERTY IS CURRENTLY H -C (HIGHWAY COMMERCIAL) . NO ZONING REPORT OR LETTER REGARDING BUILDING SETBACK REQUIREMENTS, THE HEIGHT AND FLOOR SPACE AREA RESTRICTIONS, AND PARKING REQUIREMENTS HAS BEEN PROVIDED BY THE CLIENT. SURVEY CONTROL: TRAV 1, N: 3,934,337.690, E: 11,500,357.001 ELEV. 524.62', REBAR & CAP TRAV 2, N: 3,934,184.940, E: 11,500,307.741 ELEV. 522.25', REBAR & CAP REFERENCES: 1. THE ALBEMARLE COUNTY, VIRGINIA GISWEB PROPERTY INFORMATION WEB SITE. 2. MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE, PANEL 140 OF 575", MAP NUMBER 51003C 0140 D, MAP EFFECTIVE DATE FEBRUARY 4, 2005. THIS 'BOUNDARY & TOPOGRAPHIC SURVEY, THE LANDS OF GOLDEN ARCH LIMITED PARTNERSHIP, INC. AS RECORDED IN DEED BOOK 1464 AT PAGE 204 WAS COMPLETED UNDER MY SUPERVISION FROM AN ACTUAL GROUND SURVEY; THAT THE DATA WAS OBTAINED ON DECEMBER 18, 2017 AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA, INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. HJT _. F. r p'3 T KElf !`!���y F. S'�a, _ER a N ) VIRGINIA LICENSED R NO. 1653 FEBRUARY 16, 2018 DATE O fV a cv ccs w z Q V) m LL.i C z _,!� P--4 " t pa Q r) o ©Q� coa �.., U Q z Z Lo o w � o '� LJ J t? ■� () cn PROPOSED IMPROVEMENTS LABELING O SITE KEY NOTES: A. PROPOSED CONCRETE CURB. REFER TO DETAIL ON SHEET C7. B. PROPOSED CONCRETE PAD. REFER TO DETAIL ON SHEET C8. C. PROPOSED ACCESSIBLE PARKING STRIPING. MUST BE LONG LIFE EPDXY. REFER TO DETAIL ON SHEET C7 & C8. D. PROPOSED PARKING STRIPING. MUST BE LONG LIFE EPDXY. REFER TO DETAIL ON SHEET C7. E. PROPOSED CONCRETE SIDEWALK. REFER TO DETAIL ON SHEET C7. f_ ROPOS ACCESSIBLE CURB RAMP WITH 2' WIDE DETECTABLE WARNING. REFER TO DETAIL ON SHEET C7. , H. DETECTOR LOOPS) TO BE INSTALLED /REPLACED AT EXISTING DRIVE THRU WINDOWS AS DIRECTED BY MCDONALD'S CONSTRUCTION MANAGER. REFER TO DETAIL ON SHEET CIO. L PROPOSED LANDSCAPED AREA. REFER TO SITE PLAN INSET, THIS SHEET, FOR MORE DETAILS. J. PROPOSED SAWCUT LINE. K. PROPOSED HANDRAIL / GUARDRAIL. REFER TO DETAIL ON SHEET C7. L. PROPOSED PAVIT MARKING. REFER TO DETAIL ON SHEET C7 & C8. M. PROPOSED DRIVE-ftWZU MARKING. REFER TO DETAIL ON SHEET C8. N. PROPOSED RD SIGN. REFER TO DETAI�ONSH�EET O. ' ' Ir;et O. RE -STRIP EXISTING PULL FOR G SPACED. RIEFER ETAIL ON SHEET C7. SIGN LEGEND: ❑f PROPOSEDSPEAKER STAND. PROPOSED DIGITAL PRE -BROWSE MENU BOARD. 0 NOT USED. ® PROPOSED OUTDOOR DIGITAL MENU BOARD (ODMB). PROPOSED ACCESSIBLE PARKING SIGNAGE (WALL MOUNT). *VERIFY SIGNAGE WITH SIGN ORDER REQUEST FORM, "VERIFY LOCATIONS WITH McDONALD'S REPRESENTATIVE. ADDITIONAL SITE PLAN NINES: 1, ALL HEIGHTS FOR PROPOSED STRUCTURES ARE APPROXIMATE, ABOVE FINISHED GRADE ELEVATIONS. 2, PROPOSED IMPROVEMENTS ARE TO BE COMPLETED PRIOR TO USE (THIS PROJECT WILL NOT BE DEVELOPED IN PHASES) 3, SOURCE OF SURVEY TOPOGRAPHY INFORMATION: ROUDABUSH, GALE & ASSOC,, INC. 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 ph: 804/977-0205 4. BENCH MARK DATUM; USGS (ELEVATION ABOVE MSL) 5, LIGHTING SHALL BE INSTALLED /SHEILDED Std THAT NO MORE THAN 0.5 FOOTCANDLES CROSS ANY PROPERTY LINE OR R.O.W., SEE LOT LIGHTING PLAN, SHEET SP -6 6. SITE'S WATERSHED BOUNDARY: LOWER SOUTH FORK RIVANNA RIVER WATERSHED, POWELL CREEK SUBWAT•ERSHED. 7. ALTHOUGH THIS SITE IS NOT QIRECTLY ADJACENT TO ANY STREAMS OR WATERCOURSES, DURING PREVIOUS DEVELOPMENT ACTIVITY AN. UNAMED INTERMITTENT TRIBUTARY TO POWELL CREEK WAS PIPED THROUGH THIS SITE, DOWNSTREAM THE PIPE DISCHARGES INTO THE NATURAL CHANNEL JUST UPSTREAM OF AN ESISTING POND, FURTHER DOWNSTREAM THE WATER FLOWS INTO HOLLYMEAD LAKE, BEFORE ENTERING POWELL CREEK. 8. NO NON -TIDAL_. WETLANDS AREA ASSOCIATED WITH THIS SITE, 9. THIS SITE IS NOT UNDER THE JURISDICTION OF THE WATER RESOURCES PROTECTION AREAS ORDINANCE r HOLLY MEMORIAL GARDEN Q.B. 860, Pg 53 TAX MAP 32PARCEL 42 G ZONED C1 PRESENT USE: VACANT C , C_ ` rsri�' / Q.- O1NG S�vFA 28 U. S R 0 U T E 2 9 GENERAL NOTES (N.B,L.) Tax HoyPn 42 l; 1.111 Ae.mark c Ito f 3 I. MCIJUNALD'S R13AD SIGN AND BASE ARE BY THE SIGN CONTRACTOR, Znw SITE Locaton CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. Tax Mag 46 B4 Parcel 1 QzI 2, BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER o SIGNS ARE BY THE GENERAL CONTRACTER. NOTE � nary 3. 3/4" EMPTY CONDUIT To LOCATIONS SHOWN AT THE LOT PERT- DESIGN AND VDOTINTER APPROVAL OF THE Sewer Water METER FOR LD3 LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT - TURN LANE, I INTERSECTION AND WORTH Service ING FIXTURES, BASES, MILES, CROSSING IS PART OF THE FOREST Forest Lakes CONDUIT AND WIRING. ARE BY THE LAKES NORTH SUBDIVISION PLAN AND Townhouse C OWNER/OPERATOR THIS PLAN REFLECTS THESE PROPOSED Gateway Nage IMPROVEMENTS FOR BETTER CLARITY r 4F ANTICIPATED TRAFFIC FLOW AD- 4. BASES FDR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANC M '.4. .1 - .... .. ) JACENT TO THIS SITE, APPROVAL OF BOLTS ARE BY THE FLAGPOLE SUPPLIER. -THIS THE FOREMENIN- NO TIONED,AY PSEE FOREST LOCATION MAP n•-- ���' LAKES NORTH SUBDIVISION '-PLANS FOR - ,...- c ;"'==200' 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT FOD,w� FURTHER DETAILS S�'- c o l e: 1 » - `2 0 0s LOCATIONS SHALL BE DETERMINED TO ALLO SPECIALTRASH EXTERIOR SEE SHEET SP -8 FOR DETAILS ` i E 24' CONCRETE CURB & GUTTER (Yyp. for Exterior Use} -------_._._•_ F.rs'i€ Drop. I:iet - 1 `"- LANDSCAPE AREA v4 i FOREST LAKES ASSOCIAT If D -B. 955, Pg 434. TAX MAP 46 84 PORTION OF PARCEL 1 1.Q1acre ZONED HC PRESENT USE: VACANT I PROP. FIRE -LANDSCAPE AREA--,,,., 10' 255.f. SIGN MOUNTED ON BRICK BASE IG SETBACK 0, IFii� IMr:�E. MEMORIZE* TYPE 'STOP SW 0 PC. wv EA': llrxlir ClIc. CURB (Typ. for A interior use) 24' CONCRETE CURB & GUTTER J FOREST LAKES ASSOCIATES D.B. 955, Pg 434 PROPOSED ROAD TAX MAP 46 B4, PARCEL 1 (8Y OTHERS) ZONED HC_ BUILDING DATA PROPOSED USE . . . QUICK SERVICE RESTAURANT w/ DINING AREA AND DRIVE-THRU SERVICE No. OF STORIES . .... 1 HEIGHT . . . , . . . , SQUARE FEET . . . . , . 2563 (Gross - Including Freezer/Cooler) USE SIGN SCHEDULE ACRES KEY DESCRIPTION QTY 01059 70-25 ROAD SIGN w f BRICK SASE 0 8' h I 23316 (Final Angie conting8nt upon Sign survey) -' 53.0X SIDEWALKS & OTHER IMPERVIOUS AREAS 60" WALL LOGO I 2.1% 36' GABLE LOGO 4 0.616 24' TALL FLAG PULE (w/ United States Flag) 1 17186 5' X 7' MENU BOARD? 1 TOTALS VEHICLE HEIGHT DETECTOR (0/0 Extra) .1 100.0% CLEARANCE SIGN 1 H ABOVE GROUND HANDICAP PARKING SIGNS; 1 w/ VAN ACCESSIBLE 2 APPENDAGE, MOUNTED ON A POLE 4' TO 7' ABOVE GROUND (by G.C.) @ 12. CONCRETE PADS TO BE REINFORCED WITH EITHER HIGH-TECH FIBERS, VDOT TYPE 'STOP" SIGN 2 "T TYPE "RIGHT TURN ONLY' SIGN 1 _ VOOT TYPE "DO NOT ENTER' SIGN 2 r HOLLY MEMORIAL GARDEN Q.B. 860, Pg 53 TAX MAP 32PARCEL 42 G ZONED C1 PRESENT USE: VACANT C , C_ ` rsri�' / Q.- O1NG S�vFA 28 U. S R 0 U T E 2 9 GENERAL NOTES (N.B,L.) Tax HoyPn 42 l; 1.111 Ae.mark c Ito f 3 I. MCIJUNALD'S R13AD SIGN AND BASE ARE BY THE SIGN CONTRACTOR, Znw SITE Locaton CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. Tax Mag 46 B4 Parcel 1 QzI 2, BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER o SIGNS ARE BY THE GENERAL CONTRACTER. NOTE � nary 3. 3/4" EMPTY CONDUIT To LOCATIONS SHOWN AT THE LOT PERT- DESIGN AND VDOTINTER APPROVAL OF THE Sewer Water METER FOR LD3 LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT - TURN LANE, I INTERSECTION AND WORTH Service ING FIXTURES, BASES, MILES, CROSSING IS PART OF THE FOREST Forest Lakes CONDUIT AND WIRING. ARE BY THE LAKES NORTH SUBDIVISION PLAN AND Townhouse C OWNER/OPERATOR THIS PLAN REFLECTS THESE PROPOSED Gateway Nage IMPROVEMENTS FOR BETTER CLARITY r 4F ANTICIPATED TRAFFIC FLOW AD- 4. BASES FDR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANC M '.4. .1 - .... .. ) JACENT TO THIS SITE, APPROVAL OF BOLTS ARE BY THE FLAGPOLE SUPPLIER. -THIS THE FOREMENIN- NO TIONED,AY PSEE FOREST LOCATION MAP n•-- ���' LAKES NORTH SUBDIVISION '-PLANS FOR - ,...- c ;"'==200' 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT FOD,w� FURTHER DETAILS S�'- c o l e: 1 » - `2 0 0s LOCATIONS SHALL BE DETERMINED TO ALLO SPECIALTRASH EXTERIOR SEE SHEET SP -8 FOR DETAILS ` i E 24' CONCRETE CURB & GUTTER (Yyp. for Exterior Use} -------_._._•_ F.rs'i€ Drop. I:iet - 1 `"- LANDSCAPE AREA v4 i FOREST LAKES ASSOCIAT If D -B. 955, Pg 434. TAX MAP 46 84 PORTION OF PARCEL 1 1.Q1acre ZONED HC PRESENT USE: VACANT I PROP. FIRE -LANDSCAPE AREA--,,,., 10' 255.f. SIGN MOUNTED ON BRICK BASE IG SETBACK 0, IFii� IMr:�E. MEMORIZE* TYPE 'STOP SW 0 PC. wv EA': llrxlir ClIc. CURB (Typ. for A interior use) 24' CONCRETE CURB & GUTTER J FOREST LAKES ASSOCIATES D.B. 955, Pg 434 PROPOSED ROAD TAX MAP 46 B4, PARCEL 1 (8Y OTHERS) ZONED HC_ BUILDING DATA PROPOSED USE . . . QUICK SERVICE RESTAURANT w/ DINING AREA AND DRIVE-THRU SERVICE No. OF STORIES . .... 1 HEIGHT . . . , . . . , SQUARE FEET . . . . , . 2563 (Gross - Including Freezer/Cooler) USE SQ. FT. ACRES PERCENTAGE BUILDINGS 2563 01059 5.8% PARKING & VEHICULAR AREAS 23316 0.535 -' 53.0X SIDEWALKS & OTHER IMPERVIOUS AREAS 935 0.021 2.1% TOTAL IMPERVIOUS AREAS. 26814 0.616 60.9% LANDSCAPE AREAS 17186 0.395-39.1% E TOTALS 44000 1.010 100.0% 6 IDEW 5 A`sEMEM ASPHALT PAVEMENT - e SEE PAVEMENT SPEC. L h R g© C3 24' TALL'{ �FILAG LANDSCAPE AREA- 27.81' -, -24' CONCRETE CURB & GUTTER (T�)for Exterior 1 C ti �° ;e # VDOT STD PER PARKING , ti ' f+ CG -11 / ENTRANCE ONS WITH DIS- U2.41 TIES ACT T T7I�L EN WITH ': v *ti r NOT VEMENT LGN M ISLAND k 7n /tom MAN ISLAND 1 (0 "VDOT 7 'w IV %��� + , 'D cc, o -- `Ike A : r''•� M TYPE .` T iF SIGN ` h IXI o� epi PARKING SUMMARY PARKING REQUIREMENT: 13 PARKING SPACES PER 1000s.f. OF BUILDING AREA PARKING CALCULATION: 2563s.f. X t3AKrNc''' z 33.32 OR 34 PARKING SPACES 1a0a &dg. sf. � PARKING PROVIDED: 41 PARKING SPACES+ ar x 1I ! I SITE REVIEW COMMITTEE APPROVALS PLANNING DEPARTMENT HEALTH DEPARTMENT COUNTY ENGINEER SERVICE AUTHORITY FIRE OFFICER ZONING SOIL CONSERVATION SERVICE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) LAST REVISED. O I NOV94 1-10,10 SUb mittai Type € eviewed and Appr- oved b the Cofillllufll#y Development Dei-lrtrnon# Date 7�- ° File# K✓0 €/� m . Sigr�atur°C W FOR THE MOST ECONOMICAL INSTALLATION. 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING PARKING INFORMATIONa. UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FPR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. b 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL, CONTRACTOR AT 1 GROUNDBREAK. CU 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH @ 9Q s PAVEMENT, E 9. ALL LANDSCAPE AREAS SHALT, BE ROUGH GRADED TO 6` BELOW 2 TOP 13F ALL WALKS AND CURBS, FINISH GRADING, LANDSCAPING, 2 SPACES 9' X AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10. LOT LIGHITNG CONCRETE FOOTINGS TO CONFORM WITH THE SEALS tO REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE, It. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE. @ 12. CONCRETE PADS TO BE REINFORCED WITH EITHER HIGH-TECH FIBERS, ca FIBERMESH, OR 6x6 W2.%V2.9 WWF - PAVING SPECIFICATION _ (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) z 1.5' S5 ASPHALT WEARING SURFACE OVER . . . @ 90 ' ft 12. 2' BITUMINOUS CONCRETE SURFACE, a VDOT TYPE B3 OVER . , , 6' SIZE 21--A COMPACTED, CRUSHED FOREST LAKES ASSOCIATES :.': `:.:.:....... AGGREGATE BASE OVER , , . e D.B. 955, Pg 434 ...............:....:...: 12' 48f. STANDARD PR13CT13R DENSITY TAX MAP 46 84, PARCEL 'I COMPACTED SUBSOIL BASE OVER ... ZONED HC : 95% STANDARD PROCTOR DENSITY C3CU PRESENT USE: VACANT COMPACTED SUBSOIL BASE PROPOSED ROADS. UTILITIES. , NOTE' McDOP7A"'S ENGINEER RESERVES THE RIGHT TO REQUEST A COWACTMN AND DRAINAGI IMP�+I0IMEIV�"S TEST ANDttNt A CORE SAMPiE, IF TESTS PROVE CORRECT, PER ABOVE SHOWN OFFS�tIE ARE FROI�I SPECIFMATLCN$ TESTS WILL BE AT THE EXPENSE OF MCDONALD'S, FOnG7 t LAKES NORTHRH flT WISE. G C. WILL 8E CFIARGEi1 DEVELOPMENT PLANS, AS DE MOPED 8Y ROUiiABt/SH, L13T LIGHTING RECOMMENDATION GAYLE, & ASM, Inc.; w TO BE DETERMINED * REFER TO THESE PIANS FOR SEE LOT LIGHT PLAN ALL OFFSITE IMPROVEMENTS W PLANS DATED 23MAR94 C3 LAST REVISED. O I NOV94 1-10,10 SUb mittai Type € eviewed and Appr- oved b the Cofillllufll#y Development Dei-lrtrnon# Date 7�- ° File# K✓0 €/� m . Sigr�atur°C NOTE, ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. CD PARKING INFORMATIONa. ON < b 1 CU 37 SPACES 10, X 18, @ 9Q s 0t E 2 41 2 SPACES 9' X 90° �. tO W I-- - _ SPACES _ X @ ca z _ /'1 z t3 a " 2 HANDICAPPED SPACES g+ X 1$' @ 90 ' a i e X m UTILITY INF13RMAT113N z OS C3CU a i LLJ ? Ld SANITARY SEWER w TO BE DETERMINED * W C3 WATER X TO BE DETERMINED W ci Q z O w STORM SEWER NOTE, ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. U PARKING INFORMATIONa. < TOTAL SPACES 37 SPACES 10, X 18, @ 9Q s 0t E 2 41 2 SPACES 9' X 90° �. as W I-- - _ SPACES _ X @ ca z _ z � a " 2 HANDICAPPED SPACES g+ X 1$' @ 90 ' a i e X m UTILITY INF13RMAT113N z OS a SIZE TYPE LOCATION SANITARY SEWER w TO BE DETERMINED * W WATER X TO BE DETERMINED W 1.1- STORM SEWER 301F 317' RCP WEST SIDE OF SITE W DEVEWPMENT SUMMAR"�' ELECTRIC DHE 120/208 ALONG US 29 � GAS 8' AT TIMBERWOOD BLVD a PARCEU PORTION OF PARCEL 1 SURVEY INFORMATION � TAX MAP 46134 TION I s RIVANNA MAGISTERIAL DISTRICT ALBEMARL.E COUNTY, VA PREPARED i3Y, ROUDABUSH, GALE, AND ASSOCIATES W SELLER: FOREST LAKES ASSOCIATES SURVEYORS, PLANNERS, ENGINEERS ZONING: HC (Highway Commercial) 914 MONTICELLO ROAD USE. VACANT (UNIMPROVED) CHARLOTTESVILLE, VRRGIINIA 22902 -I C3 PROPOSED:DATE: 30SEP93 Ph: 804/977-0205 w p PARCEL• LOT 1, PARCEL 1 C3 CU LEGEND 0- z to :tTAX MAP w > - RIVANNA MAGISTERIAL DISTRICT SANITARY SEWER -.,._ SS GAS a � � � < a � ALBEMARLE COUNTY, VA SS--------G--G----_..G -j `�• ----G-- z E.. ti. era 3 <j Z �c PUCHASER: MCDONALD'S CORPORATION WATER LOT LIGHT r -�I Q '£ ZONING: HC Highway Commercial) � z z ��. '�' USE: QUICK SERVICE RESTAURANT wf STORM SEWEREXISTING ELEVATION 76-5 N W ¢ DINING AREA AND DRIVE THRU ELECTRIC _j A txt TRADENAM£: PICK-UP >INDOW --E E E E.._.-.. PROPOSED ELEVATIONMcDONAL v z BUILDING Data PLAN SCALE, 1' = 20' « n SQUARE FEET 25613 a °- No. STORIES: 1 STREET ADDRESS W L A iR HEIGHT: 18' --Ir (TOP OF PARAPET)U.S. ROUTE Tt FOREST LICE MAXIMUM No, OF EMPLOYEES, PEAK HOUR SHIFT": 15 § � ¢ z z DESIGN/DEVELOPMENT CONTACT: CITY/TOWN STATE 13 z v R L6 icl)ONALD'S ALLOT EV� E VIRGINIA STATUS DATE BY LISA BARNETT', PROJECT MANAGER 2300 DOMINION TOWER COUNTY/CITY PRELIMINA `NORY 08'DEC93 NORFOLLKK,, VA 23510 OE DRIVE d: OALBEMA LE COUNTY PLAN DATE .�-.-- LM .;., SCALE: ph' 804/62+6-19011 DRAWING (ISSUE DATE) 2$JAN94 . (} 20 40AS-DUILT -- -XXXITITI -- UMM E i0 30 GOT REGIONAL_ DWG, NO CI3RPtiRATE DWG. NQ, AL.BEMARLE Ct�UNTY PR(�JE Np.. .. �� � � NS�--��"-°�► CIl1JdRK�480 � Tax Map 32 Parcel 42 G 1.011 Ao. Eenchmarke Hail Memorial Sign y SITE Garden Location v cwt Tax Map 46 84 Parcel 1 c? - � y - CJ Sanitary UsrROUTE 29 1f29 Sewer Water t Forest Lakes Service t, Townhouse C Gateway Village - LOCATI Off( MAP Quad Rail a � _ E.P. (urnlane) Sic e. =200' F.0, Cable t —_ _ . Marker _ _ C / Pole._ Drop inlet +�V'-" `'i N 4gO5'2{�' PROPOSED IMPROVEMENTS LABELING 0 SITE KEY NOTES: 1. PROPOSED LANDSCAPED AREA (TO BE MULCH TO MATCH EXISTING. ANY SHRUBS IMPACTED BY NEW SIGNAGE TO BE RELOCATED OR REPLACE.4N KIND)- ,PLANT SCHEDULE (KEY NOTE 1„ ONLY) KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE/HEIGHT ROOT TYPE REMARKS E K 8 ILEX CRE NATA'.'HELLER r, HELLERI HOLLY 24" (MIN.) CONT. S17F1HEIGHT IS AT PLANTING. NOTES: 1. ALL AREAS OF SITE TO BE PLANTED IN ACCORDANCE WITH THE LANDSCAPE PLAN SP -S -BY ROUDABUSH, GALE, AND ASSOCIATES, " SURVEYORS, PLANNERS, ENGINEERS, PLAN DATE: JAN94 (PLAN ATTACHED TO THESE DOCUMENTS.) AREAS CURRENTLY NOT MEETING THE REQUIREMENTS OF THE REFERENCED LANDSCAPE PLAN SHALL BE PLANTED TO MEET THE REQUIREMENTS SHOWN ON THE REFERENCED LANDSCAPE PLAN. 2. ANY/ALL HELLERI HOLLY REQUIRED BY THE LANDSCAPE PLAN SP -5 BY ROUDABUSH, GALE, AND ASSOCIATES, SURVEYORS, PLANNERS, ENGINEERS, PLAN DATE: JAN94 (PLAN ATTACHED TO THESE DOCUMENTS) SHALL BE A MINIMUM HEIGHT OF Z4" AT PLANTING, REGARDLESS OF THE HEIGHT SPECIFIED ON THE REFERENCED LANDSCAPE PLAN. I M Tax Map 32 Parcel 42 G Holly Memorial 1 Garden P LANT SCHEDULE vi i I CV t � f 1,01 Ac, 44000 s.f, I W 3'E QUANTITY z r� P LANT SCHEDULE vi i I CV t � f 1,01 Ac, 44000 s.f, I W 3'E 4 14 -f KEY QUANTITY g COMMON NAME SIZE ROOT REMARKS CAUPER HEIGHT SPREAD TYPE 1 ___ __ _. rs- _--_.-_ Set- —�(-' ._.. __—._ -_ $�[__��iz-�"'lA.ti� 1:� V43 eciil�_-- _.____._.__ •--a.__-(1.—i—i,—i' i.-.._...._ W.'°-.�- _ V. �__._-. _ —_ F Ilp v� Y!.L{ �°�2ice�elLays� _ a� _ f _ ._. - -- --. __ orf _'7.5C eSyf —..— 5, _ _ . 4-3-1-: 1 _ c3 _ — _ _N,-- ._.�..— - _.__. ...—.._- -_.. —_ — __..—.._._... _......,...s'eGa._,.+._ _.._ [ `i _..__..__...— 4 14 -f KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS CAUPER HEIGHT SPREAD TYPE 1 ___ __ _. rs- _--_.-_ Set- —�(-' ._.. __—._ -_ $�[__��iz-�"'lA.ti� 1:� V43 eciil�_-- _.____._.__ •--a.__-(1.—i—i,—i' i.-.._...._ W.'°-.�- _ V. �__._-. _ —_ ._._.-_.-._. Y!.L{ �°�2ice�elLays� _ a� _ f _ ._. - -- --. __ orf _'7.5C eSyf —..— 5, _ _ . 4-3-1-: 1 _ c3 _ — _ _N,-- ._.�..— - _.__. ...—.._- -_.. —_ — __..—.._._... _......,...s'eGa._,.+._ _.._ [ `i _..__..__...— QAJ �� _— _ � v �LgI - I� __-- ��_._.-.-..� _..__. _ --- -- .-- - vim' ,may ^•���-_- __ kt � -i`-= P�' �LZ (%{?S9k _� P 'j _-.-r_ _ ..._.__-____.._ _.— _ w c t4' L"I-. �iS����----_.—__ � _.. _,.F ,.r " t _ ._•___� —___- -- f l)C�..l�-.__ _._�... _-____._ ._SX-j.--..-9,�.{l�-x3v.$^��T'#!'k�R.�Wh�F^---_-._..-_,._..'SP=+��tiL9.}'.'§-��ffi.'i�-�.4ia..--t_.-_•�--.�.�--=._-... y`.4 e._�__.....—..._ _. ..��_, �-,,.�vf4......—_-� _�,.____.__... �.-.�_ ���._%_�. __^.__ ---_- _ _ _..-_.._--_. _._ _...___-___.. _..__ _ _ + mai _-__. __-_______.____._._ __ - __._..__---- `____.--- ---__------__-__._____ -. 77:7777__. R�r Mr -_.kz,t #� epi ___. __L- _ __.. -.__-- ---- _ .. _..... _ --._. _ _ _ ..... N1 F.O. Cable Marker a C 0 MULCH T( EXISTING 'St. la PROPOSED ROAD Tax Map 46 B4 Parcel 1 0 s NO L 2W."VW �e�ti'�t. �A�lt� �GrprpE, ��tzt�o '� {tit Lit Of 6_IA 4s9°� gym, 7S y, LI�Z u11 EN ; C. 002 McDONALD'S CORPORATION (OWNER/DESIGNER SAME) LISA BARNETT, PROJECT MANAGER ©o 2300 DOMINION TOWER 4 999 WATERSIDE DRIVE NORFOLK, VA 23510 h: 804/626-1900 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR, c. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTER, 3, 3/4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER F13R LOT LIGHTING IS BY THE GENERAL CONTRACTOR, LIGHT- ING FIXTURES, BASES;, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. 4. BASES FUR FLAGPOLES ARE BY THE GENERAL CONTRACTUR. ANCHOR Z BOLTS ARE BY THE FLAGPOLE SUPPLIER. R 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC i3NLY, EXACT � LOCATIONS SHALL ]BE 7ETERMINE]) TO ALLOW FOR THE MAST L) ECONOMICAL INSTALLATION, LtJ 6, THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES - TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING, 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK. 111 f— <r A 8, FINISH WALK AND CURB ELEVATIONS SHALL BE G' ABOVE FINISH PAVEMENT. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP � OF` ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10, LOT LIGHITNG CONCRETE_ FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE, 11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE. I2. CONCRETE PADS TO BE REINFORCED WITH EITHER HIGH-TECH FIBERS, - FYBERMESH, OR 6x6 Wa,9xWa9 WWF PAVING SPECIFICATION (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) V ASPHALT WEARING SURFACE 2' BITUMINOUS CONCRETE SURFACE, Q � VDIIT TYPE SM -2A OVER C) m 6' SIZE 21-A COMPACTED, CRUSHED z i _`.•.-_.`:::::::.` AGGREGATE BASE OVER cu `o :.. ............... .::. 12' 987. STANDARD PROCTOR DENSITY COMPACTED SUBSOIL BASE OVER C3 95`% STANDARD PROCTOR DENSITY f' � C3co COMPACTED SUBSOIL. BASE *„�.r� U c- NOTEf McDONALD`S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTIONIL TEST AND/OR A CORE SAMPLE. If TESTS PROVE CORRECT, PER ABOVE --I � SPECIFICATION, TESTS 'WILL BE AT THE EXPENSE OF McDONAL.D'S, t- LO OTHERWISE, G.C, WILL BE CHARGED. s C3 3 LOT LIGHTING RECOMMENDATION L3 _ > 46OW METAL HALIDE ON CL Y 24' PULE 0� D it C3 c3 C3 IA - LJ z 1E C3 Z NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT L13T LIGHTING AS NOTEIL < 7) > 0O PARKING INFORMATION— a- @ goo aW w Z�I TOTAL 37 SPACES 1O= X 18= ° M G3 SPACES � 2SPACES 9= X 18` 90 ° L) � L, 3 41 - SPACES X - Q z _-'. t 3 4 SPAM REQUIRM 2 HANDICAPPED SPACES g= x 18= 9O ° v, :r UTILITY INFORMATION SIZE TYPE LOCATION jj SANITARY SEWER * TO BE DETERMINED * Mry- WATER w TO BE DETERMINED v LL- d STORM SEWER 30' RCP WEST SIRE CIF SITE W ELECTRIC OHE 120/208 ALONG US 29 GAS 8' AT TIMBERWOOD BLVD SURVEY INFORMATION r I r I PREPARED BYt ROUDABUSH, GALE, AND ASSOCIATES SURVEYORS, PLANNERS, ENGINEERS 914 MON110ELLO ROAD CHARLOTTESVILLE, VIRGINIA 22902Q CY u HATE, - 30SEP93 ph: 804/977-4205 ¢ X Cu LEGEND w 0 SANITARY SEWERMr GAS ¢ Ce 2 W `C u ---SS SS �t---G---G----G-- i_ 1-4 P4 Z WATER f 1-4<L ir3 LOT LiiyHT� LPs3il CL UJ z til STORM SEWER EXISTING ELEVATION 76.5 ELECTRIC I ,- PROPOSED ELEVATION 77. 0 z PLAN SCALE, 1' = 20'CL 2 li STREET ADDRESS iv >p U.S. ROUTE 29 0 FOREST LAKES 0 n a CITY/TOWN STATE OWi 5- H CHARLOTTESVILLE V RGINIA STATUS DATE BY COUNTY/CI-TY PRELIMINARY --XXX---- LM PLAN DATE J� � L AL` MAR L.E COUNTY 3 (ISSUE DATE) JAN94 - N DRAWINGG AS --BUILT -----XXX-- ___. SCALE: r, F_ 0 20 40 E LANDSCAPE PLAN 1 FrTnTnTn 1�� aff% E 10 SO 50 REGIONAL DWG. NO CORPORATE DWG. NO. NSC -93 >�r\waRK\480 1 2W."VW �e�ti'�t. �A�lt� �GrprpE, ��tzt�o '� {tit Lit Of 6_IA 4s9°� gym, 7S y, LI�Z u11 EN ; C. 002 McDONALD'S CORPORATION (OWNER/DESIGNER SAME) LISA BARNETT, PROJECT MANAGER ©o 2300 DOMINION TOWER 4 999 WATERSIDE DRIVE NORFOLK, VA 23510 h: 804/626-1900 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR, c. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTER, 3, 3/4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER F13R LOT LIGHTING IS BY THE GENERAL CONTRACTOR, LIGHT- ING FIXTURES, BASES;, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. 4. BASES FUR FLAGPOLES ARE BY THE GENERAL CONTRACTUR. ANCHOR Z BOLTS ARE BY THE FLAGPOLE SUPPLIER. R 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC i3NLY, EXACT � LOCATIONS SHALL ]BE 7ETERMINE]) TO ALLOW FOR THE MAST L) ECONOMICAL INSTALLATION, LtJ 6, THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES - TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING, 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK. 111 f— <r A 8, FINISH WALK AND CURB ELEVATIONS SHALL BE G' ABOVE FINISH PAVEMENT. w 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW TOP � OF` ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10, LOT LIGHITNG CONCRETE_ FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE, 11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE. I2. CONCRETE PADS TO BE REINFORCED WITH EITHER HIGH-TECH FIBERS, - FYBERMESH, OR 6x6 Wa,9xWa9 WWF PAVING SPECIFICATION (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) V ASPHALT WEARING SURFACE 2' BITUMINOUS CONCRETE SURFACE, Q � VDIIT TYPE SM -2A OVER C) m 6' SIZE 21-A COMPACTED, CRUSHED z i _`.•.-_.`:::::::.` AGGREGATE BASE OVER cu `o :.. ............... .::. 12' 987. STANDARD PROCTOR DENSITY COMPACTED SUBSOIL BASE OVER C3 95`% STANDARD PROCTOR DENSITY f' � C3co COMPACTED SUBSOIL. BASE *„�.r� U c- NOTEf McDONALD`S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTIONIL TEST AND/OR A CORE SAMPLE. If TESTS PROVE CORRECT, PER ABOVE --I � SPECIFICATION, TESTS 'WILL BE AT THE EXPENSE OF McDONAL.D'S, t- LO OTHERWISE, G.C, WILL BE CHARGED. s C3 3 LOT LIGHTING RECOMMENDATION L3 _ > 46OW METAL HALIDE ON CL Y 24' PULE 0� D it C3 c3 C3 IA - LJ z 1E C3 Z NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT L13T LIGHTING AS NOTEIL < 7) > 0O PARKING INFORMATION— a- @ goo aW w Z�I TOTAL 37 SPACES 1O= X 18= ° M G3 SPACES � 2SPACES 9= X 18` 90 ° L) � L, 3 41 - SPACES X - Q z _-'. t 3 4 SPAM REQUIRM 2 HANDICAPPED SPACES g= x 18= 9O ° v, :r UTILITY INFORMATION SIZE TYPE LOCATION jj SANITARY SEWER * TO BE DETERMINED * Mry- WATER w TO BE DETERMINED v LL- d STORM SEWER 30' RCP WEST SIRE CIF SITE W ELECTRIC OHE 120/208 ALONG US 29 GAS 8' AT TIMBERWOOD BLVD SURVEY INFORMATION r I r I PREPARED BYt ROUDABUSH, GALE, AND ASSOCIATES SURVEYORS, PLANNERS, ENGINEERS 914 MON110ELLO ROAD CHARLOTTESVILLE, VIRGINIA 22902Q CY u HATE, - 30SEP93 ph: 804/977-4205 ¢ X Cu LEGEND w 0 SANITARY SEWERMr GAS ¢ Ce 2 W `C u ---SS SS �t---G---G----G-- i_ 1-4 P4 Z WATER f 1-4<L ir3 LOT LiiyHT� LPs3il CL UJ z til STORM SEWER EXISTING ELEVATION 76.5 ELECTRIC I ,- PROPOSED ELEVATION 77. 0 z PLAN SCALE, 1' = 20'CL 2 li STREET ADDRESS iv >p U.S. ROUTE 29 0 FOREST LAKES 0 n a CITY/TOWN STATE OWi 5- H CHARLOTTESVILLE V RGINIA STATUS DATE BY COUNTY/CI-TY PRELIMINARY --XXX---- LM PLAN DATE J� � L AL` MAR L.E COUNTY 3 (ISSUE DATE) JAN94 - N DRAWINGG AS --BUILT -----XXX-- ___. SCALE: r, F_ 0 20 40 E LANDSCAPE PLAN 1 FrTnTnTn 1�� aff% E 10 SO 50 REGIONAL DWG. NO CORPORATE DWG. NO. NSC -93 >�r\waRK\480