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HomeMy WebLinkAboutSDP201000025 Letter of Revision Letter of Revision 1 2019-09-30M/x HIM 378VINVA 0s61, 111109 Yn TMP 78 --10A N/F Vassalos LLC DB 2224-259 Residue Of TMP 78-11 Hurt Inv, Co., Inc. DB 3657-580 4.811 ac ",`i 1► o 'tie my Lic. No. f 22841 IN A L l �s P201000025 TAX MAP 78 PARCEL I I & TAX MAP 78 PARCEL 576 RIV NN ISTRICTL EM RLE COUNTY, VIR INIA v 39S Qn•cci A 5 � 365'7 D TMP 78-9A N/F Sandav, LLC DB 3383-604 Lot B A Portion of TMP 78-11 Sidewalk Easement (DB 4051 PG 494) Cl —COVER SHEET C2 —GENERAL NOTES, ABBREVIATIONS AND LEGEND C3 —EXISTING CONDITIONS, DEMO AND LAYOUT PLANS C6 —LANDSCAPE AND LIGHTING PLAN C7A — E&SC EXISTING CONDITIONS C8 — E&SC DETAILS C9 —PROFILES /DRAINAGE AREA SHEET C10 —DETAILS LETTER OF REVISION — SDP201000025 0 1. THE ALIGNMENT OF THE TRAVEL WAY EAST OF THE BUILDING AND ADJACENT RETAINING WALL. 2. THE LOSS OF THREE PARKING SPACES THAN DO NOT BRING THE PROJECT UNDER THE REQUIRED PARKING COUNT. 3. ADDITIONAL STEPS TO CONNECT DIFFERENT HARDSCAPES. 4. REMOVAL OF SIDEWALK AND TWO CG-12'S THAT ARE UNNECESSARY. 5. CHANGE IN LOCATION AND LIGHTING PLAN. PROPOSED LIGHTING FIXTURES ARE NOT AVAILABLE ANYMORE. 6. LOSS OF TWO TREES (2-QPP) ADJACENT TO ADJUSTED TRAVEL WAY. CANOPY CALCULATIONS ARE STILL SATISFIED. CURRENT DEVELOPMENT REPRESENTATIVE PLAN I • U � 40 U CV U) N Q N W 2 Q� 20 ob >° ~ ab LL �/� C Q w J Z ftW J J_ C4 2 to Q Q W W a•I Z � N di Q L9 2 40 U rn 0 WO O Z cr letLL atOJ 4ca U0 W 29) 0 C'0 cy)W W 2 0W 0 = REVISIONS CHANGE OF DESIGN FIRM 4/26/2018 COUNTY COMMENTS 9/26/2019 DATE SEPT. 24, 2019 SCALE NA �W< U 0 z Z O LPL 0 f W W Z = > W (!) S U) fr 0 O 0 Cr J W > m cr Q 0 W W W w m W Ir Q J U— FILE NUMBER 78-09-SP SHEET 1of10 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND SITE DATA GENERAL UTILITY NOTES GENERAL EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION OWNER: CONTRACT PURCHASER: HURT INVESTMENT COMPANY FREEBRIDGE AUTO 1. CONTACT MISS UTIJTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND U71UTIES MARKED. THE ABANI ABANDON(ED) (FlRON FOUND - "' - - PROPERTY LINE x 125 TC TOP OF CURB ELEVATION CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION IUD INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN P.O. BOX 8147 1400 RICIiMOND ROAD SATISFACTION. ADJ ADJUSTIS IRON SET _ _ ----------- - _ _ - ADJACENT PROPERTY LINE x 1 E� B x 12'BC BOTTOM OF CURB ELEVATION CHARLOTTESVILLE, VA 22906 CHARLOTIIESVILLE, VA 22911 4HARLOT-2886 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UMUTES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE APRX APPROXIMATE LOD LIMIT OF DISTURBANCE - - - - - VACATED PROPERTY LINE ' ;`�. x 125 FL FLOW LINE ELEVATION REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE BFC BOTTOM FACE CURB LF LINEAR FEET FRS AUTO UTILITIES. NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. BUILDING SETBACK x 125 EOP EDGE OF PAVEMENT ELEVATION 1400 RICHMOND ROAD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION THE CONNIRAC70R SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, BASEMENT FLOOR ELEVATION LT LEFT AND ELEVATIONS OF THE POINTS OF CONNECTIONS 10 EXISTING UTILITIES AND, SHALL CONFIRM THAT THEW: ARE NO INTERFERENCES WITH EXISTING � PARKING PARKING SETBACK 1:>`' x 12' SPOT ELEVATION CHARLOTTESVILLE, VA 22911 UTIU70 AND THE PROPOSED UTIITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BM BENCHMARK 434-979-2886 3. WHERE AN EXISTING UTILITY IS FOUND CONFLICT WITH THE PROPOSED WORK. OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT MAX MAXIMUM �'G� � � , ,."` " � • • � ZONING LINE "' x 125 TW TOP OF WALL ELEVATION LEGAL RMOCE,TAX MAP 78, PARCEL 11: DEED BOOK 2860 & PAGE NUMBER 231 THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED BC BUILDING CORNER MIN MINIMUM WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION N FURNISHED IN WRITING TO THE OWNER'S REPRE WATIVE FOR THE RESOLUTION OF '31W x 12' B W BOTTOM OF WALL ELEVATION TAX MAP 78, PARCEL 576: DEED BOOK 1965 & PAGE NUMBER 32 THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR M PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BOW BOTTOM OF WALL MON MONUMENT CONCRETE f - LIMITS OF DISTURBANCE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. TEST PIT LOCATION/BORING LOCATION MAGISTERIAL DISTRICT: RIVANNA BS BOTTOM OF SLOPE NTS NOT TO SCALE swsw. swsw� FLOODPLAIN LIMIT 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO SOURCE OF BOUNDARY SURVEY OCTOBER 4. 2007 SUBDIVISION AND BOUNDARY ADJUSTMENT PLAT PREPARED BY DOMINION BE INSTALLED ACCORDING TO ACSA STANDARDS BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE UNDISTURBED BUFFER ZONE BENCHMARK DEVELOPMENT RESOURCES, LLC AND AUGUST 22. 2007 BOUNDARY ADJUSTMENT AND RIGHT-OF-WAY DEDICATION PLAT PREPARED BY 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES CG12 ACCESSIBLE CURB RAMP PRVD PROVIDED • IRON FOUND DOMINION DEVELOPMENT RESOURCES, LLC IN APPROVAL PROCESS. AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHAWL BE SET/hESET AS FOLLOWS: OF TOPOGRAPHY ORIGINAL FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS DATE JANUARY 4, 2007. A. IMPERVIOUS SURFACES: FLUSH CF CUBIC FEET R RADIUS EDGE OF GRAVEL �SOURCE IRON SET MODIFICATIONS TO BASE TOPOGRAPHY AS PER PAVILIONS SITE PLAN, ROLKIN ROAD PLANS, OLYMPIA DRIVE PLANS, WHITE HOUSE B. PERVIOUS SURFACE AREAS ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CL CHAIN LINK READ REQUIRED EDGE OF PAVEMENT ,{. __ �o UNDERDRAIN COMMERCIAL AND CARMAX AS -BUILT PLANS USGS DATUM 01/04/07. THE TOPOGRAPHY WAS FIELD VERIFIED ON AUGUST 24, 20112. 6. ALL BLASTING TO INSTALL SHALL QUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE ASS AND THE PROJECT SPECIFICATIONS.TS CONE CONCRETE RT RIGHT : - - - - - ROLL TOPCOU STORM SEWER THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON CY CUBIC YARDS R/WI RIGHT OF WAY CG-2 , STANDARD 6 CURB -. :> Ro ROOF DRAIN -FLOOD INSURANCE RATE MAP NUMBER:287D, DATED: FEBRUARY 4. 2007. THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE M94MUM MANHOLE DIAMETER SHALL BE 4 FEET. & ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 ANDCTIOW 232 AND As SPECIFIED RAIN C/C CENTER TO CENTER SE SPOT ELEVA710N w- cc-3 STANDARD 4' CURB _ g s �. SEWER LINE THIS PROPERTY DOES NOT LIE WITHIN A DRINKING WATERSHED. THE DRAWINGS. DIA DIAMETER SO SQUARE CG_6 COMBINATION 6' CURB & GUTTER TD TRENCH DRAIN SLOPE WAIVER: SDP 2009=2 - ALLOWING 0.41 ACRE OF CRITICAL SLOPE DISTURBANCE PER PRELIMINARY SITE PLAN 9. THE CONTRACTOR IS REWIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE CONDITIONALLY APPROVED 1/12/2010 SUCH THAT: NONE OF THE FILL TAKEN FROM THE SITE SHALL BE TAKENTHROUGH THE FRONT ACCEPTANCE OF ALL UTILITIES DC DECK CORNER STA STATION CG-7 COMBINATION 4" CURB & GUTTER 6"W WATER LINE ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING ON ANOTHER DEVELOPMENT SITE 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. DW DRIVEWAY SW SIDEWALK �.4 BE BUILDING ENTRANCE __ .... , , _....... 4,.FP FIRE PROTECTION LINE BENCH MARK k EXISTING STORM SEWER MANHOLE TOP EX-7 ON ROUON ROAD - 453.49' 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FIST OF ANY FIRE HYDRANT. EC EDGE OF CONCRETE TBA TO BE ABANDONED WATER SOURCE: 8' ACSA WATERLINE UNDER CONSTRUCTION ALONG OLYMPIA DRIVE, 12. ALL UIIU71ES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR EP EDGE OF PAVEMENT IBC TOP BACK CURB 4 Lo LOADING DOCK __.. y; ; WS WATER SERVICE LINE NOTED ON THE PLANS. BOLLARD a 6 GAS LINE SEWER SERVICE: EXISTING ACSA 8' SANITARY SEWER ON ADJACENT SITE (KIA AUTO). 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER ES END SEC11ON 1BR TO BE REMOVED • FACILITIES.SIGN-- -� oHE OVERHEAD ELECTRIC WIRE ZONING: THIS PROPERTY IS ZONED HC-EC (HIGHWAY COMMERCIAL &ENTRANCE CORRIDOR) EXIST EXISTING TC TOP OF CURB 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO z:. ........ ucE - UNDERGROUND ELECTRIC THIS PROPERTY IS SUBJECT TO ARCHITECTURAL RENEW BOARD APPROVAL NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTIONS 523.03, 302. 303.10, AND 200.02 PER P.F.M. FC FENCE CORNER TRIM TO REMAIN r r STEEL GUARDRAIL SEMACKS:- 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES LE., WATER, SEWER, GAS, ELECTRIC, TELEPHONE. CABLE, ETC., ARE IN PLACE PRIOR TO FL FENCE LINE TOW TOP OF WALL - - GHT OVERHEAD TELEPHONE LINE ADJACENT TO PUBLIC ROAD: CONSTRUCTION OF SUBBASE AND/01R PAVING. M: .--.. n WOOD GUARDRAIL BUILDING 30° FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE UGT UNDERGROUND TELEPHONE LINE - 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED PARKING - 10' ALBEMARLE COUNTY SERVICE AUTHORITIES GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE FT FUEL TANK TYP TYPICAL - - PATH cnry CABLE TV STANDARDS AND SPECIFICATIONS OF VDOT._.. _ - ADJACENT TO RESIDENTIAL BUILDING - 50' PARKING - 20' ADJACENT TO COMMERCIAL BUILDING - NONE PARKING - NOUN: RESIDENTIAL BUFFER ZONE - 20' MAXIMUM BUILDING HEIGHL• 2-STORY OFFICE: 35' MAXIMUM BUILDING AREA: 6.000 SF BUILDING FOOTPRINT. 12,000 SF TOTAL (2-STORY BUILDING) SITE AREAS: TMP 78-09. 36,982 SF. 0.849 SF. TMP 78-578 to be disturbed: 13.460 SF. 0.308 SF PROJECT AREA: 50,442 SF 1.157 SF DENSITY: N/A S DEWALKM. 6' CONCRETE ADJACENT TO PARKING 5' ELSEWHERE DUMPSTER PAD: I 10'X18' (TYPICAL) CURRENT USE: VACANT PROPOSED USE OFFICE 38 (ESTIMATED) LAND SCHEDULE, PRE -DEVELOPMENT (SF) X POST -DEVELOPMENT (SF) X BUILDING(S) 0 OX 6,000 11.9X PAVED'* (0.05 AC) Z207 (PER OLYMPIA RD RP) 4.9X 2ZI43 43.9X 44.2% OPEN 011 AC) 4&235 95.1X TOTAL 50.442* 10OX 22,299 50.442i 100% s Total area based on total land disturbed 7,600 SF of new impervious pavement to be added to parcel 57B Is Included in above calculations. TOTAL IMPERVIOUS SURFACE : PRE DEVELOPMENT. 4.9X POST DEVELOPMENT: 55.8X • Total Impervious area percentage based on total disturbed land area TRIP GENERATION: AVERAGE WORK DAY TRAFFIC - 11.57 PER 1000 SF. OF OFFICE SPACE 11.57 X 12 - 13&84 TRIPS PER DAY (ITE TRIP GENERATION MANUAL CODE 715) GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PUNS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL EIEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY (1-800-552-7001). & ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PEE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES & VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 17. ALL WATERLINES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS 1& PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE. AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMNNS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 22.DOSTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED. AS NECESSARY, TO MATCH FINISHED GRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED., & EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED. SEEDED AND MULCHED. & THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABIUZA11ON MAT LINED DIT04 MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. & UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS M. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SRE GRADING. PLACE MATERIAL IN 6' LIFTS & COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 69& IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL 4 AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS. WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTKXIAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SCE. MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASIM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP. SM. SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING AS1M D 1140, NO. 200 SIEVE SELECT MATERIALS ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. & ALL FINISHED GRADING° SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL EXISTING CURB AND G UTIER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. & IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE. THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS KITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STAIRS NTH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. & SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE. THERE ARE NO KNOWN GRAVE SIZES ON THE SUBJECT PROPERTY. & PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 6. ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TOP. GE GROUND ELEVATION WET WETLANDS GR GUARDRAIL UTILITY WSE WATER SURFACE EDGE ARV AIR RELEASE VALVE LP LIGHT POLE BOA BLOW OFF ASSEMBLY MH MANHOLE CO CLEANOUT MHD MANHOLE (DRAINAGE) CPD TELEVISION PEDESTAL MHE MANHOLE (ELECTRIC) CAN CABLE TELEVISION MHS MANHOLE (SEWER) CMP CORREGATED METAL PIPE MHU MANHOLE (UTILITY) DFC DRAINFIELD CORNER ONE OVERHEAD ELECTRIC DI DROP INLET OHT OVERHEAD TELEPHONE DIP DUCTILE IRON PIPE PP POWER POLE ET ELECTRIC TRANSFORMER PVC POLYVINYL CHLORIDE EW END WALL RCP REINFORCED CONCRETE PIPE FH FIRE HYDRANT SM SANITARY FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL FO FIBER OPTIC TOP TOP ELEVATION FT FUEL TANK TP TELEPHONE POLE GL GAS LINE TPD TELEPHONE PEDESTAL GM GAS METER TSV TAPPING SLEEVE do VALVE GT GREASE TRAP UE UNDERGOUND ELECTRIC GP GUY POLE UP UTIUTY POLE GW GUY WIRE UT UNDERGROUND TELEPHONE GV GATE VALVE WL WATER LINE HDPE HIGH DENSITY POLYETHYLENE WIMI WATER METER INV INVERT WV WATER VALVE io PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 (v HANDICAP PARKING ( VAN -ACCESSIBLE HANDICAP PARKING kPd VAN CONCRETE PAVEMENT / SIDEWALK - �t< RIPRAP NEW ASPHALT GRASS EC-2 BLANKET MATTING EC-3 TYPE A - _ - EC-3 TYPE B WETLAND CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REWIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. & THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFlY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/011 DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT NTH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTIUTY POLES. & CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS & CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS 0 DRAIN INLET (DI) nA ❑ STORM/SANITARY MANHOLE ( [ PLUG OR STUB HEADWALL oc° SEWER CLEANOUT ® WATER VALVE & BOX W Y FIRE HYDRANT ® WATER METER WATER WELL ov GAS VALVE oM GAS METER �-� LIGHT POLE ❑ TRANSFORMER PAD -0- UTILITY POLE ♦ GUY POLE MATCHUNE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. SANITARY EASEMENT - - GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT - STORM DRAINAGE EASEMENT 9. 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 SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSW). GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS 1Z CONTRACTOR SHALL COORDINATE NTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. I& EXISTING UTIU11ES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL. STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE U11UTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. • a U w = v+ N Co W No 2 Q� 20 Ir Ob >0 �4 U_ w Z Q J J C4 °� Z > a W w �i 00 !� Q LO, vi z O = o C �M; N 41 O O Illy? Z Or Q O� w , JO IL 4 W w u7 !� UN z� W 29, Q w w 2 z O W o REVISIONS COUNTY COMMENTS 9/26/19 DATE SEPT. 24, 2019 SCALE 1"=20' 0 z 0 J oc W z O U Q Q LL U_ 2 z LLz 0 O O Cn W Q W 0 W 0 Ir LL W co O CE J m I m < Q W W Lu Uj r W mLU w c a P i LL O z Q W z W 0 FILE NUMBER 78-09-SP SHEET 2 of 10 NOTE: NONE OF THE FILL TAKEN FROM THE CONSTRUCTION SITE SHALL BE TAKEN THROUGH THE FRONT ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING IN ANOTHER DEVELOPMENT SITE. • Ua U w = N U) N CO 2 N Q� ZO (� a4 O0 > u. C O it '► QW J Z JJ �i W 2i Q W tZRl O� Q LO U rn CON. WO Z O °C 4 41 OJ LL a4 w LO U0 �. zo W 0� W W z O 2 W o REVISIONS COUNTY COMMENTS 9/26/19 DATE SEPT. 24, 2019 SCALE 1"=20' z Q- 0 �C W Ow g — z z z 0 u- It > 0 0 W :D w (r 0 O ILL 0 w (!) z 00 < 0 W W w cc Q 0 z J LL 0 U C� z x w FILE NUMBER 78-09-SP SHEET 3of10 .6 _ 20 0 ` 0 40 6 , �3 , 0 w ,,. .0Street treed pIantin gswithin eg d san alntained to " , le shall be m ✓ SCALE: 1 = 20 7P „ ce man ,,. i si ht distan g k - y T m th , h b VDO 0 .. eats set fort Y ,� N, � � � 4, ,,�', ':. ��� �~� �; ; , �� r, , , .- re uirem � f ,' ,� ,. ,.>� '�., s,,-�' �-. �� �r 1. +1.3( +o. .- the +o. : a� 0 , - treet Tre 6 ,-„ .' f r Ireme nts for 5 6 - r;r e ,/ S a � 1 ' � .3 .3 .7 �6 l 2A err // / t 2 rn.r (/ 0 /\`n , 1 P� , xtertd Exist. } 0. 1 ,--/ � ,,. � � , , / . /. � ,� ,,� 0.1 / 2:4 .8 ..�' itch -- He , , . , , / i 4 t ' to QJ 7 +2. + 0. i r D + .1 1 E / R r / Extend Exist. / fi / . P ., R , - +3 4 + + +0. - 3 + .0 EC 2 Ditch - + +. +C) 2 / /{ �: GN to pl- 2 3 +0:3 ,/+0.7 +2.6 +2.4 +1.5 _+23 +C , ,yy 4�` A l s , y ; „ /� ' E + 0.9 5 + 2.9 + 2.1 + 1.7 + 1.5 + 4 _ _ w 7 +3.9 + 9 +23 +2.6 +1.6 +1.1 +0. Q.4 +0.2 + 5 - 1.5 +0' +1 +2.k +2.8 +2.0 +2.1 +1.8 + 4 0.2 r +1 • .4 + 4 +0.1 +1.7 +1 µ z I " w� .. +0 4 +1.6 +2.0 2.2 +1.9 +1.6 +1.5 +1. v .' n LLj All +1 0 +0 9r /� .. 0.7 w Q .6 +1.5 +1.7 + .3 +1.1 +0. GG , + +0.4 8 +0 o �z Ld 0.2®03 +1. 0.9 +0.7 +o. �G A 1 00 w 1.1 0.6 +0. t . � F , °o. • • + . +0.6 +o:z ,50 F P�� S F _ + +1.8 1: +o 4 20' PRIVATE + _ 38' + 1 ' 10, _ Q �J D#�AINAGE EASEMENT rn)s, 000 �� s0. ��' s ++0.4 5 S s 0. 5 + 4 3 +0-3 0.4 �+�!� +0:3 �� ��0 +1.0 +1.0 1. CG 1 ,. �-- = +2.6 4 +1.6 6 +0.3 +0.4 +0.4 .4 + TW-70 CG-6 ��� O � _ � l ��-- +0.3 +0.4 +0.4 +0.6 +� �. +1.2 +1_.2 2 +0.3 +0.4 +0.5 + +1_ +1.3 , +1£y 1.41.4 +2.6 + +1.� A2 A _ 1 +2.5 + 0.4 +0.5 .6 +0.3 CG+iP.2 �+1.4 +1.5 +1.6 +1.6 +1.5- +1.4 +1.4 3.4 CL rf + .2 +0.3 +0.5 +0.0 +0.2 +0 +1.6 +1.7 +1.7, +1.8 +1.7 +1.6 +1.5 + 6 +1 •( +1.7 +1 8 +1.9 +1.9 +2.0 +1.8 +1.6 +3.1 +1.8 =74_ +0.2 0. .0 +0.0 .0 �0 =64 +0.3 +0.0 +0.0 +1.7 1.8 +1. +2.0 +2 2 +2.1 + .8 +1.7 +2.5 +1.6 } J; e 0.2 +0. +0.0 +0.0 +1.5 +1.4 +1.5 CG+125 1.2 +0. +1.1 � +0.2 0.0 +0. C4 I[ C3 C5 <- 15" HDPE U f : BW 61$ ` k >' R, FJ^` LIGHTING PLAN N ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT FINISHED GRADE. C6 2. FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.5MFC FOR REFERENCE USE ONLY. 3. VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT PROPERTY OR STREET LIGHTING. BW o /ti Z / 4. ALL FIXTURE SHALL BE FULL CUTOFF. ti 5. ALL FIXTURES ARE SHOWN MOUNTED AT 20 FEET ABOVE FINISHED GRADE. 6. ALL POLES AND FIXTURE SHALL BE DARK BRONZE. i 5l7!N " 71 20 0 20 40 60 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL a lip- LUMENS SHALL BE A FULL CUTOFF LUMINAIRE THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DlISTRICTS SCALE: 1' = 20' , SHALL NOT EXCEED ONE-HALF FOOTCANDLE. V S-1 JUNIPER Slopes steeper than 3:1 shall be permanently PLANTINGk\\\\\ stabilized with vegetation hardier than grass which will not require mowing. Key Quantity Botanical Name Common Name Size / Cal. Canopy Total Canopy SHADE TREES QP 1 6 Quercus phellos Willow Oak 2 112" 419 2,514 ZS 1 6 Izelkova serrata'Green Vase' Green Vase' Zelkova 2 1/2" 350 2,100 ORNAMENTAL TREES LG 3 La erstroemia indica 'Natchez' Natchez Cre a rtie 6'-7' 77 231 BROADLEAF GREENS AG 53 Abelia Granditlora Glossy Abelia 24" 14 742 ICH 40 11lex crenata 'Hellen' Hellen Holt 24" 16 640 GROUNDCOVERS JC 398 1juniperus chinesis'E ansa' Parson's Juniper 3 Gal. - OC N/A N/A Canopy Grand Total 6,227 STREET TREES: LANDSCAPING CANOPY Kf_QUIRED: Frontage: G4.4 I' + 188.G9' = 253. 10 LF 10% of Total Site Area Required: 253. 1 LF/50LF ( large tree spaancj) = 5.OG Trees Total Site Area 50,442 SF (I. I G Acres) Provided: (G) Trees 50,442 SF ' . 10 = 5,044 SF Required INTERIOR LANDSCAPING: LANDSCAPING CANOPY PROVIDED: Required: I Tree per 10 Parking Spaces Canopy Provided = G,227 SF 50/ 10 = 5.0 Trees Provided: G Trees Area Required: 5% of Total Parking Area 0.05*22, 143 SF = 1, 107 5F Area Provided: = 2,8 10 SF NOTE: C3, C4 AND C5 SHALL BE MOUNTED ON THE 3 EXISTING POLES ADJACENT TO THE REAR OF THE FREE BRIDGE MOTOR SITE. THE OWNER FOR FREE BRIGE OFFICE AND FREE BRIDGE AUTO IS THE SAME OWNER. SQUARE STRAIGHT STEEL POLE POLE c a$$ek.+iC:t-]�4tytltC,�,F;e J�t,,"pi �ii�.z�''�,��."tS1.,Pz,,q�€:1.�l �41ti.K ry`i$,C,..�8`,�%=4V,}�F �r}[ vs9 s.li;'F'8'.»„if✓A.��„�'i =,+�.iiA i3is�Sidm'�Ci:2...w6"-3 �"s € ,➢.�'�Fw", 4i-.�{ kf$Vagh'3 €`i j':€{,i" .';e,5£''c%`"ire%I.`-",its �. i$, w� tF,.,..,} ISe;=�di;Ct€f-fl *;411 ;:` � u€ ,ih, V dtcpow „€ .fo£ seat ARCMA BASE "fan.Its,_dif'0f*£ A te=ta4eaat3`,xrMR,, Coe.vs.S it, CAS M_P-3 6 w.alia��F plx Y-'<S.1afa":}`..ask tw;;oan m: fe_("sd ever, :,, tiinc, frw.,*.. I 'fk �tY COAT AiPha,eMom_ wm &rMqovrWr-aae x,, , Al: f .. ..>',� £.a4,.,c N ' „'• <' ANCHMAGE Ati al It?u ta",*a :a'R E $ E:1. , . a 3k'ss Cxi.mo t€,. `;, of;d -,LAIIi -, Wit tI tIv, ,e3'i voo nuts 8 £d as I� pot brjSt BASS COVER HAND HALE COVER AM POLE CAP hOi-Wh Vf are P`' &'dAlthi€r ml-W arn,90 6nr,Lis Pry ya£3l., G�ae,+_10 k,rn., I f u 'A [Idi iWffitlQj .. t4t>tl €tea `(Y�ffiGB" iiww9 .„. � LIGHT FIXTURE 'A' AND 'C'� a oa 0 .o O U CDm N Q N ¢� 2 ZO o� oe asLL >O ul %w v w z .JJ J c1nrc 4.0 Q 41111� RG - O O w W P I ddO N .a Z Er C\1 Z10 �� U rn N I 14 i O `KKr Q O u_ 4W qK wo U N Z� 29) �ce M O W w O Z O REVISIONS COUNTY COMMENTS 9/26/19 DATE SEPT. 24, 2019 SCALE ill =20' Z :5 CL o U z z Z LL L - 0 O :r W W C� : J Cr p o z UL © jr W W M ir Q uj rL W W w < W m U g FILE NUMBER 78-09-SP SHEET 6 of 10