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HomeMy WebLinkAboutSDP201000025 Plan - Approved Letter of Revision 1 2019-09-26T,W1 78 --10_ IVI/P Vassalos 11C OB 2224 259 :4111Y I1191,41 Z79 IM N 49'14'02"W 207,35' T11P 78-57B ? IP Free Bridge Auto Sales DD 1965 32 LETTER OF REVISION #1 FOR FREE BRIDGE OFFICE SDP2O1OOOO25 TAX MAP 78 PARCEL I I & TAX MAP 78 PARCEL 57B RIV NNA DISTRICT, AL EMARLE COUNTY, VIR INIA Ji. my Taggart Lic. No. 22841 v Dos C 1 — COVER SHEET ' 8D gl _ C2 — GENERAL NOTES, ABBREVIATIONS AND LEGEND C3 — EXISTING CONDITIONS, DEMO AND LAYOUT PLANS TRIP 78-9A NAY Swidav, LLC DB 3383 -- 604 C6 —LANDSCAPE AND LIGHTING PLAN C7A — E&SC EXISTING CONDITIONS ,,�, C8 — E&SC DETAILS � C9 —PROFILES /DRAINAGE AREA SHEET � C10 —DETAILS fatal} SGC D 8�4.Q5 476.15' fF - gD8 [� 5 '5DN 24a 01 Lot B Sidewalk , ,iiernent SGC C IF A Portion of LDL 405' z T" 78--11 PG 434) 152 QB' Lot A Q-- 4 74,2 Acres � A Portion o, f y � �, 30--85�-- - TJIP 78-11 Ne,,n, 10 `, t v7 rrrrT _ t„ 0.849 Acres '�Idc;wc-k Easerren[—, C � Iic::iic:ated toC� yesOf w use '_R°� LETTER OF REVISION — SDP201000025 '0 T" 78-11 � _ ,-- _ f Hwt Im Ca, Inc. 1- tie DD 3657-580 4.811 _-_" - -:-- �gg69 ,0� E 4 f�eL _ ac �- �g0�1 �� �6a t�t3 1. THE ALIGNMENT OF THE TRAVEL WAY EAST OF THE BUILDING AND ADJACENT RETAINING WALL. _ -`r 2. THE LOSS OF THREE PARKING SPACES THAN DO NOT BRING THE PROJECT UNDER THE REQUIRED PARKING COUNT. •iY Is 3. ADDITIONAL STEPS TO CONNECT DIFFERENT HARDSCAPES. 1-6i C3 4. REMOVAL OF SIDEWALK AND TWO CG-12'S THAT ARE UNNECESSARY. S SGC B 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. PLAN J CURRENT DEVELOPMENT REPRESENTATIVE j ■ U4 m U w = tv � a CO � Qo Z0 ob - o con 0 KW wZ J J > Q 4� W w w oa o � a 10 � Q CV *i Cc � �CD a� ,C\1 W° o� z °C o� rrww 4 W w u Z O W o� w 02 o W = a REVISIONS CHANGE OF DESIGN FIRM 4/26/2018 COUNTY COMMENTS 9/26/2019 DATE SEPT. 24, 2019 SCALE NA °C W 0ILL Q LL Z 0 LL �_ p w V? W _ W 0 O U3 U jr 0 ir w m Q Ili Q W W Li w m w Q J LL FILE NUMBER 78-09-SP SHEET 1 of 10 SITE DATA I & GENERAL NOTES ABBREVIATIONS LEGEND SITE DATA GENERAL UTILITY NOTES GENERAL EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION ORDER HURTINVESTMENr COMPANY FIREEBRIDGE AUTO 1. CONTACT MISS UTkiTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIRGIHG 10 HAVE UNDERGROUND UUTILITIESMIIARNKETHE ABAN ABANDONEDD. � ) IFURON FOUND - -- - - PROPERTY LINE < o- i =..; x , 25 1"' TOP OF CURB ELEVATION CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PPE AND SERVICES TO HIS OWN P.a BOX 8147 1400 RICHMODD ROAD, SATISFACTION. ADJ ADJUST IS IRON SET _ - ADJACENT PROPERTY LINE x 1 :' ? ; x _:' f 3;= BOTTOM OF CURB ELEVATION CHARLOITESVLLE, VA 229M CHARLOTIESNLLE. VA 22911 434-979-26M 2. THE LOCATIONS, SIZES, AND TYPES OF DISTNG UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE APRX APPROXIMATE LOD LIMIT OF DISTURBANCE _ - ... - _ VACATED PROPERTY LINE x ' , t" 5 x I I F_ FLOW LINE ELEVATION REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE .. UDELM PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY. OR OTHER DATA CONCERNING THE BFC BOTTOM FACE CURB LF LINEAR FEET F� AUTO UTILITIES. NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE HOT SHNM ON THE PLANS - �� - BUILDING SETBACK x i 2�F or Ir•DGE OF PAVEMENT ELEVATION 1400 RICHMOND ROAD PRIOR TO ORDERING MATERIALS AND BEGINNING OONSMUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS` SIZES, BFE BASEMENT FLOOR ELEVATION LT LEFT AND ELEVATIONS OF THE POINTS OF CONNECTIONS 10 EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFEI;E?ICES WITH EXISTING _ PARKING SETBACK x 1 2' SPOT ELEVATION CHARLOTTESMJL, VA 22911 UTILITIES AND THE PROPOSED UTLW ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY BM BENCHMARK( 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITONB DIFFER FROM THOSE SHOWN SUCH THAT MAX MAXIMUM • ■ ZONING LINE x 1 w x W TVV TOP OF WALL ELEVATION LMAL REFMGL TAX MAP 7% PARCEL. 11: DEED BOOK 2860 PAGE NUIMBFR 231 THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED BC BUILDING CORNER MIN MINIMUM WITHOUT DELAY BY THE CONTRACTOR, AND WINE INFORMATION FURNISHED INNIG WRLTITO THE OWIHETR'S REPRESENTATIVE FOR THE RESOLUTION OF x' g x W 2 �3 , r BOTTOM OF WALL ELEVATION TAX MAP 78, PARCEL 57B: DEED BOOK1965 & PAGE NUMBER 32 THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WOW RELEASES ORDER FROM OBLIGATIONS FOR BOW BOTTOM OF WALL MON MONUMENT CONCRETE LIMITS OF DISTURBANCE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. kll� TEST PIT LOCATION/BORING LOCATION • RIVAIHNA 85 BOTTOM OF SLOPE NTS NOT TO SCALE uuuuuuuuee � Fl00DPLAIN LIMIT 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEiMARLE COUNTY ARE MARSHAIL PRIOR MFINAL APPROVAL BY WINE COUNTY AND ARE 10 � BOUNDARY "VEY OCTOBER 4. 2007 SUBDIVISION AHD BOUNDARY ADJUSTMENT PLAT PREPARED BY DOMINION BE INSTALLED ACCOIRDING TIT ACSA STANDARDS. BSI- BUILDING SETBACK LINE PSL PARKING SETBACK LINE �'r. - UNDISTURBED BUFFER ZONE BENCHMARK DEVELOPMENT RESOURCES, LLC AND AUGUST 2Z, 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, CGi2 ACCESSIBLE CURB RAMP PRVD PROIADED -- _ __. _ • IRON FOUND DOMINION DEVELOPMENT RESOURCES LLC N APPROVAL PROCESS. AND OTHER SUCH MELTS. ARE APPROXIMATE AND SHALL BE S:T/1RE5ET AS FOLLOWS 90 = gE T�OPOKIRA w MomAI.. FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS DATE JAWA RY 42007 . . A. IMPERVIOUS SURFACI� FLUSH CF CUBIC FEET RRADIUS .. ... ... ...... - - - EDGE OF GRAVEL __. -�� ; _. IRON SET MDIXIFlI;ATtONs TO BASE TOPOGRAPHY A5 PER PAVILIONS SITE PLAN, ROLION ROAD PLANS. aYMLPIA DRIVE PLJWS, WHITE HOUSE PERVIOUS B. PERVIOIUS SURFACE AREAS ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE 1i81 ELEVATION. CL CHAIN LINK READ REQUIRED EDGE OF PAVEMENT -- -- ,�: --- -- _. -. _ -- �.,�� - - - UNDERDRAIN COMq�iFRCIAL AND CARMAX AS -BUILT PLANS. tUSGS DATUM 41 D4 THE TOPOGRAPHY WAS HELD VERIFIED ON AUGUST 24, 2012 a. ALL BLASTNrG REQl111iOIE]HT5 TO INSTALL UTILITIES SHALL REQUIRE A PONTAND SHALL BE PERFORMIED IN ACCORDANCE WITH THE ALBEMARLE _ --- ROLL TOP COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. CONK CONCRETE RT RIGHT .__ ............... ........................... -_ __ •� STORM SEWER TINS PROPERTY IS LOCATED N TONE X AS SHOWN ON FEDERAL EXYERKENCY MANAGEMENT AGENCY. 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETEI MNHED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SFIUWNU ON CY CUBIC YARDS R/W RIGHT OF WAY �� m.�... ::. - ;C ' .....= STANDARD 6' CURB ................. K::................... ri:. ROOF DRAIN -FLOOD INSURANCE RATE MAP NUMBER: 287D, DATED: FEBRUARY 4. 2007. HAS THESE PS AND LOCAL MUNICIPAL STANDARDS. THEMINIMUM MANHOLE DIAMETER SHALL BE 4 FEET & ALL STORMSEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON CIC CENTER TO CENTER SE SPOT ELEVATION .>..• i.v-.3 a STANDARD 4 CURB 6, S SEWER LINE THIS PROPERTY DOES NOT LUE WITHIN A DRINKING WATERM. THE DRAWNS.G DIA DIAMETER SO SQUARE �_....__� COMIBINATION 6 CURB do GUTTER .............._ - M- TRENCH DRAIN I� 900 SDP 200062 - ALLOWING 0.41 ACRE` OF CRITICAL SLOPE DISTURBANCE PER PRELIMINARY SITE PLOW 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TT) SECURE ...... _ ----------- j CONDITIONALLY APPROVED 1/12/2010 SUCH THAT. NONE OF THE ALL TAKEN FROM THE SITE SHALL BE TAKEN THROUGH THE FRONT ACCEPTANCE OF ALL UTILITIES. DC DECK CORNER STA STATION vi: COMBINATION 4" CURB & GUTTER .............. - G "' WATER LIME ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING ON ANOTHER DEVELOPMENT SITE 10 ALL CONCRETE USED N UTILITY CONSTRUCTION SHALL BE 4000 PS CONCRETE IN ACCORDANCE WITH RIOT SPECIFICATION MOON 217. DW DRIVEWAY SW SIDEWALK .............................................. . -- � � r r BUILDING ENTRANCE FIRE PROTECTION LIKE EXISTING STORM SEWER MANHOLE TOP EX-7 ON ROLKIN ROAD - 453.49' 11. NO PLANTINGS OR ERECTION OF OTHER OOMC 06 SHALL BE MADE WITHN FOUR FEET OF ANY FIFE HYDRANT. EC EDGE OF CONCRETE TBA TO BE ABANDONED �. 8" ACSA wATERLLNIE UNDER CONSTRUCTION ALONG OI_YLAIPIA DRNVE 12. ALL UTILITIES 10 BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR EP EDGE OF PAVEMENT TBC TOP BACK CURB _ LOADING DOCK .----..-. � ---. w�: - _ WATI_R SERVICE TINE NOTED ON THE PLANS Ti^s �� EXISTING ACSA 8 SANITARY SEWER ON ADJACENT SITE (KIA AUTO). I& WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER ES END SECTION TBR TO BE REMOVED • BOLLARD .............. _ M w LINE FACILITIES. .............. SIGNCTIOC -- ni it -OVERHEAD WIRE TINS PROPERTY IS ZONED HC-EC (HIGHWAY COMMERCIAL & ENTRANCE CORRIDOR) EXIST EXISTING TC 70P OF CURB � 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FIXTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO - - ............. UI OIUIND ELECTRIC THIS PROPERTY IS SUBJECT 1O ARCHTECIURAL REVIEW BOARD APPROVAL NOT LESS THAN 95% OF MAXIMUM DENSITY. IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03. 3OZ 303.10, AND 200.02 PER P.F.M. FC FENCE CORNER TRIM TO REMAIN -.-.._ - -� STEEL GUARDRAIL 15.00NTRACTOR IS TO 1kR1FY THAT ALL UTILITIES I.E. WATER, SEWER, GAS, I].ECTRLG TI].EpHONE, t,AIHIE, M. ARE W RACE PRIOR TiX FL FENCE LINE TOW TOP OF WALL .......... - - OVERHEAD TELEPHONE LINE � ADJACENT 10 PUBLIC ROAD: CONSTRUCTION OF SUBBASE AND/OR PAVING _.... ` - �� WOOD GUARDRAIL BUILDING 3w FIFE FINISHED FLOOR ELEVATION T5 TOP OF SLOPE - „CT _- UNDERGROUND TELEPHONE LINE - I& THESE PLANS AND PROFILES AND ALL THE NEV CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED PARKING - 10 ADJACENT Tit RESIDENTIAL: BUILDING - W PAR1 NG - 20' ADJACENT TO COMMERCIAL: BUILDING - NONE PARKING - HOME RESIDENTIAL BUNTER ZONE - 20' MAXIMMLiM BUI M FIELGHT 2-STORY OFFICE: 3W MASMIAN GIRDING AREA: 6,000 SF BUILDING FOOTPRINT. 12,000 SF TOTAL (2--STORY BNLOINIG) SITE A ffA TMP 78-W 36,982 SF. 0.80 SF. TMP 78-57B to be disturbed: 111M$E,_ QL308 PROJECT AREA. 50,442 SF 1.157 SF N/A SIDUREM 6' MOM ADJACENT TO PARKING 5' ELSEWHERE �,ziER PAD: t0'X18' (TYPICAL) CURRENT LM VACANT PROPOSED USE OFFICE 38 (ESTIMATED) LAND SCHEDULE.- PRE-DEVELOPMIENT (SF) x BU NAXS) 0 0% PAYED" (0.05 AC) 2,207 (PER OLYMPIA RO RP) 4,97E am 0.119) 48.2Z 95.10L, POST -DEVELOPMENT (SF) x 8,000 11.0% 22,143 43.9% 22 299 442W - TOTAL 50.442$ 1000E 50,442* 1000E • Total area based an total land dlsWrbed. # 7.600 SF of new impervious pavement to be added to pared 57B Is Included in above oalmulatione. TOTAL IMPMVIOUS SURFACE PRE DEVELOPMENT 4.9X POST DEVELOPMMENf: 55.8% * Total Impervious area pmwtoge based on total disturbed land area. TRIP GENFFLATOR AVERAGE WORK DAY TRAFFIC - 11.57 PER 1000 SF. OF OFFICE SPACE. 11.57 X 12 - 138.84 TRIPS PER DAY (ITE TRIP GMERA11ON MANUAL CODE 715) GENERAL WATER & SEWER CONDITIONS RLBEMARLE COUNTY SERVICE AUTHORI GENERAL WATER AND SEWER OONISTRUCTION SPECFICATOHS. ANY AMENDMIEHTS THLREaF AND 1FE STANDARDS AND SPECIFICATIONS OF VDOT. 17. ALL WATERLINES AND SANITARY SEWERLJNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR MEN CROSSING IS* VERTICAL CLEARANCE {OUTSIDE EDGE OF PPE TO OUTSIDE EDGE OF PIPE] IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. I& PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE. AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MNIIM 5 FOOT SEPARATION FROM PUBLIC WATERMNNS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDW ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE. 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE ROWORCXED CONCRETE PIPE CONFORMING TO ASTM C-75, UNLESS INDICATED OTERWI5E ON FLANS. 21. ALL CONDENSATE DRAW AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL. PLUMBING CODE. 22. EXMTNG MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTS OR FECONSTRUMED, AS NECESSARY, TO MAIM FISHED GRADES. GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR M MY CONSTRUCTION WITHIN ANY ENSTNG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO MY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE 090 DEPARTMENT OF TRANSPORTATION (VQOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQLINRENEHTS OF THE PONT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSIRUCTIOH METHODS SHALL CONFORM TO OBIT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.. 3. EROSION ARID SILTATION CONTROL MEASURES SHALL BE PROEM IN ACCORDANCE WITH THE APPROVED EROSION CONIROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSYRUCT L 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERIUZED. SEEDED AND MULCHEIX 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 [HORIZONTAL: VERTICAI }. WHERE REASONABLY OBTAINABLE. LESSEit SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIT,ATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STAID A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OMWLSE NOTED ALL CONCRETE PPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ILL 9. ALL EXCAVATION FOR UNDIE RGROLND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926} GENERAL CONSTRUCTION NOTES (PART TWO) I. WORK WF[Hw 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 DEPARIMEHT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES, USE ALL AND BACIELL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS. AND OTHER CONCRETE AND PAVED SURFACES; USE CUMIN FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN V LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AHD WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WNTHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS AND ROAD SHOULDERS, NCWDIFG AREAS THAT MAY BE USED FOR FUTURE CONSMUCTON. IN 01HE R UNPAVED AREAS COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASIM D 698. IF THE DENSITY OF THE ADJACENT SOIL 15 MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL 4. AREAS ON MHICH FILL IS TO BE PLACED SHALL BE CLEARED, (RUBBIED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS. ROOTS, WOOD, SCRIP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTCLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTIOL.E DIAMETER SHALL BE ONE-HALF THE LIFT IHICI ISM COMMON FILL MATERIAL SHALL BE UNCLASSFTED SOL MATERIAL. WITH THE CHI REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BAC KFILL AND ALL MATERIAL ASTM D 2487. OLASSFICATION GW, GP, GM, GC, SW, S'. SM, SC WITH A MAXIMUM ASIM D 4318 LIQUID LIMIT OF 35, MMAOMLIM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140. NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487, CLASSIFICATION GK GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASIM 0 IM NO. 200 SEVE. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLEAE THE PONDNG OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUMOMNGS OR STORM INLETS. 6. CUT AND PATCH WORK IN E]ISIiWG PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND AU30AARLE COUNTY STANDARDS AND SPECIFICATIONS, 7.AIL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF 1HS SITE W POOR CONDITION OR DAMAGED DURING OONSTRIICTOH SHALL BE 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE wury.cn ►4ND REPLACED 1R7 TFE STANHDARDS AHD SI'ECIFlCAIMONS OF ALBEXIIARLE 00UNTY RESPONSIBLE FOR HOTFY14G THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. & M THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GRCJNXWATER. AND OTHER MEDIA ARE ENCOLINITERM DURING E XCAVA71ON AND Ij 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS 0ONSMUTIOH ACTIVITIES BASED ON VISUAL, OLFACTORY, OR 01H R EVIDENCE, THE CONTRACTOR SHALL STOP WOW N THE VICINITY OF THE AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE UNDERGROUND LINES ARID STRUCTURES AS NECESSARY. GENERAL AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 3 ALL MA79 UUS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITOR OF THE GENERAL WATER AHD SEWWER CWSTRUCTONI SPECIFICATONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY . 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SDEWIALUKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL. LAWS AND REGULATIONS (WHCHEVER ARE MORE STRINGENT). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-80D-552-70DI). 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRALS ON BOTH SIDES. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PPE, OVER THE 3, SIDEWALKS ADJACENT 1O PARKING SHALL HAVE A MINA WIDTH OF 6 FEET. KENLTERLIVE OF PIPE THIS INCLUDES ALL ARE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 4, TO THE EMT OF OUR BELEF AND LKNOWLEDGE, THERE ARE NO KNOWN GRAVE SUTES ON THE SUBJECT PROPERTY. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS N THE FELD TO EUMNATE CONFLICTS NTH OTHER STRUCTURAL FEATURES, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRNHT FOR THE VALVE DURING A FUTURE DXTENSIOH OF 6. ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTON ON TOP. -THEE LUG.. FT FUEL TANK TYP TYPICAL ....... ..... ._.... �............ ......... PATH ............ ....... r _ v CABLE IV GE GROOM ELEVATION WET WETLANDS -�- w . .-� . TREE LINE _ L*_._. DRAIN INLET DI GR GUARDRAIL UTILITY WSE WATER SURFACE EDGE _. x - FENCE = q _ ; `) STORM/SANITARY MANHOLE ARV AIR RELEASE VALVE LP LIGHT POLE --- - BLOCK WALL PLUG OR STUB BOA BLOW OFF ASSEMBLY MH MANHOLE _ - - - RETAINING WALL \ L HEADWALL CO C.EANOUT MIHD MANHOLE (DRAINAGE) --- -- - STREAM /WATER COURSE c= SEWER CLEANOUT CPD TELEVISION PEDESTAL MIHE MANHOLE (ELECTRIC) .....-__....................... POND R WATER VALVE & BOX CAN CABLE TELEVISION MIHS MANHOLE (SEWER) 2 INTERVAL CONTOUR Y FIRE HYDRANT CMP CORRELATED METAL PIPE MMHU MANHOLE (UTILITY j INDEX[ CONTOUR WATER METER DFC DR FIELD CORNER OHE OVERHEAD ELECTRIC " PARKING COUNT o WATER WELL DI DROP INLET OHT OVERHEAD TELEPHONE CROSSWALK GAS VALVE DIP DUCTILE IRON PIPE PP POWER POLE HANDICAP ACCESSIBLE AISLE ; `� GAS METER ET ELECTRIC TRANSFORMER PVC POLYVINYL CHLORIDE ILL CG--12 M �-� LIGHT POLE EW END WALL RCP REINFORCED CONCRETE PIPE FH FIRE HYDRANT HANDICAP PARKING �� TRANSFORMER PAD SAN SANITARY i FM FORCE MAIN 66. " VAN --ACCESSIBLE HANDICAP PARKING } UTILITY POLE SCC STO RMWATER CONVEYANCE CHANNEL FO FIBER OPTIC TOP TOP ELEVATION ............ - ---- - - - F GUY POLE CONCRETE PAVEMENT SIDEWALK -- -- FT FUEL TANK TP TELEPHONE POLE _ ..... �._ J _ «L� ..:...- RIPRAP �••� MATCHLINE GL GAS LINE TPD TELEPHONE PEDESTAL .............:�.£........��: �-,���-� , NEW ASPHALT GM GAS METER TSV TAPPING SLEEVE & VALVE GRASS GT GREASE TRAP UE UNDERGOUND ELECTRIC . `W...... - mm EC-2 BLANKET MATTING GP GUY POLE UP UTILITY POLE NOTES: GW GUY WIRE ' x �: EC-3 TYPE A 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. UT UNDERGROUND TELEPHONE x 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. GV GATE VALVE 11- WATER LINE_ tl L i :�- �_ =1, � EC-3 TYPE B 3. REFER Tip LANDSCAPE MEET FOR ADDITIONAL SYMBOLS. HOPE HIGH DENSITY POLYETHYLENE WAYM1 WATER METER :....................................... � � WETLAND INV INVERT WV WATER VALVE CONTRACTOR'S COORDINATION RESPONSIBILITIES .......... _..... 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS, 2. ANY 1IWIE 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 M FOLLOW ANY GUIDLELNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED N THE RECORDED EASEMENT. 3. THE CONTRACTOR IS M CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFTY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS DIM CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION, INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT Ns/1ER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL E7QSI'1WG UTILITIES N CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE RE4UWRED BY ALBEMARLE COUNTY COOS 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FEES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEAILM IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFlCATONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WERAHD PERMIT REQUIREMENTS, IF A PERMIT EXISTS. - - - 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 DRAINAI,'E, SIGNS, TRAFFIC SIGNALS F POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT STEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE MaIXDED W BASE BD. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTOR TO PREVIENT ADVERSE IMPACTS 70 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 STORMWATI R MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF COIVSERVATON 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 S1OR MIWATETR PREVENTION PLAN IN ACCORDANCE WITH THE i15N�MP REGULATOIM 12. CONTRACTOR SHALL COORDINATE NTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 11 CONTRACTOR SHALL IE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE N ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQl11S. 14, CONTRACTOR SHALL DO)OSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATION% ORDINANCES AND STATUTES. I& EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED. IN CONFORMANCE WITH LOCAL STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REITMSMATIVES. 1 a 0 w = 05 cc W Qa zD Q � o ab u- w wZ Q cr o10 r W aid i cm R� a oft'k U0 f Wbb ❑ 4 14 0 ZZ c 01. x a Wit -j 4W w� 'K U N z� W z � o REVISIONS COUNTY COMMENTS 9/26/19 EPT.ATE 24, 2019 SCALE 1"=20' Z W 0 J pC W z O 0 Q Q Z 1.L Z O 0 a U3 W Q W 0 D W ❑ U ir LL a m Lu m CE m Ir < Q W W W U W 02 W LPL ¢ 0 i Z J Q W Z W 0 FILE NUMBER I 78-09-SP SHEET 2 of 10 EXISTING CONDITIONS AND DEMO PUN _C 3 N01E.- NONE OF THE FILL TAKEN FROM THE COr,STRLJCTION SIZE SHA;Ll.. BE TAKEN T HROUGH THE FRONT EN TRANCE OF FONTANA SUBDIVISON FOR DLPOSITIM, l.'� ANOTHEq DEVELOP�CNT SIT-_ ............... - ----- ..... ... . . . ... . .... n . ................................ PROPOSED CONTOUR (ILIA MAJOR SITE PLAN AMENDMENT) 'MR (017MSE (O IMERCIAL FINAL SITE .... ..... ..... .... 312 EASTING INTERVAL CONTOUR .. .. ... .. .. ... .. .. .. EASTING INTERMEDIATE CONTOUR CRITICAL SLOPES J" LU(—HVGK HL FAHN WAIL WITH META SAFETY RAI (MAX HT 2.5 20 0 20 40 60 SCALE. 1" - ---- --- L T, LAYOUT PLAN rl C3 w 0 c) _j cj ir cv < Lr) ct 0 0) C\l wo < it 0 0 LL ItrAc —j LLJ C\l C) z 0 cr) T cr) NT N Lu 0 a- 0 REVISIONS COUNTY COMMENTS DATE SEPT. 24, 2019 SCALE 1" 20' 0 c) < I LL Z ❑ LPL cr 0 < 0 0 > 0 W U) W z (D ::) W or C) 0 ❑ a ir z 2 < 0 W LLJ — w F_ w -mi E5 w cl < Z LL 0 0 z cp X W FILE NUMBER 78-09-SP 20 0 20 40 SHEET 3 of 10 ---------- I ■ b' . r w G �;' • �: �� � � rill!;■ ► � R - � 17, 111 rlllllll lr•��i` ®��,-�i�11�1 11 re, 111 �►� lll� Ill 11 111!, ;►m" lip V 11 1 1 �,l 1 11 �.!'� 11 1111 11l�llll 1► /l 11 l.�l1'1111111 r � L'LTA/1�� lllll ,� lrl�.l�llll 111 �, ` � ..,•' ��11111111.:�111�,, i, 1 1� ►+/111�1/1 l�,�tl 1 /�`i11� 11,■1/ 1 �+< '/■ ♦ail I � - :Ift - f i - g11'�1���4 r � VA, f 1 • E, ►,� ;l�,. „ , 1'111111111111'�1111�11111�1►'` � OR !� �, = [� _,.�►r111111111111111111111111111111111111��1����������u���111111111111������ 1�1. .......... JUNIPER Slopes steeper than 3:1 shall be permanently PLANTING stabilized with vegetation hardier than grass which will not require mowing. Key Quantity Botanical Name Common Name Size I Cal. CanopyECTa'r tal o SHADE TREES QP 1 6 1 Quercus phellos Willow Dak 2 1I2" 419 1 2,514 ZS,...._._.. 6 _ Zeikova serrata 'Green Vase_` - Green Vase'-eikova _ 2 112" _ 359 2,10fl ORNAMENTAL TREES LG 11 3 lLagerstroeMa indica'Natchez' Natchez Cre rtle 6'-7' 77 231 BROADLEAF GREENS 24" 14 AG 53 ­ Abelia Grandiflora Glossy Abelia 742 ICH 1 40 l lex crenata 'Hellen' Hellen Holly_24" 16 640 GROUNDCOVERS JC 1 398 IJuniperus chinesis'Expansa' Parson's Juni per 3 Gal. - OC NIA Canopy Grand Total NIA -- 6,227 5TIZErrT TREE5: LANDSCAPING CANOPY KEOU I RED: Frontage: E4.4 I' 188.G9' = 253. 10 LI` i 0% of Total Site Area Keciuired: 253. I LF150LF ( large tree Spacing) = 5.()G Trees Total Site Area 50,442 5F ( I . I E Acre5) Provided: (G) Trees 50,442 5F - . 10 = 5.044 5F IKequired INTERIOR LAND5CAPING: I_AND5CAPING CANOPY PROVIDED: Reciuired: I Tree per ! 0 Parking 5pace5 Canapy Frovided = E,227 5F 50/ 10 = 5.0 Treed Provided: 6 Drees Area Reciuired: 5% of Total f arksincj Area 0.05`22, 143 5F = ! , ! 07 5F Area Provided: = 2,8 10 5F lr a 2€1 +ate20 0 20 60 OF � SCALE: 1 = 20' � 1.3 2.5 1.7 xtend Exist. � jD, RCS„�„,.� � � �.. + a. a � ', R�� 2.2 ' 3: 2 � 2 I %0.1 + 2. 81 + t� 2 Ditch � to as=7 LIP + 2. r 'low1 + +0 3�� A/. +2 C2 psE�'E a Q +..1,..2.�f.9 "� +3. CJ.2 1 + +�.3 .-7.... +2.6 ±2-8 +2.4 +1.5 ...... ....... +a - 2 +1.0 TO 7 1- 2.1 +-2..1 +.1.... 6. 41,1 // .... E 1 �0 • _..„....... 7 �3.9 + . 9 +2.3 -_2.6 +1.6 +1.1 7 0• +0.2.... + 5 +az ::. 0 2 1. + 1.4 ............. 2 4 +2. +2.0 +2.1 +1.8 + 4 I "N 'w ........r' + [] 4 ^1.6 � 2.0 2.2 + 1.9 + 1.6 .5 1-1- _ l +1 _ +0.1 0 Q. " - +0.4 0 w „ a 1• k 1 1 1 3 ! 1 + �J +l 2 +1 z 0 3 w + 0. 7 +[�. Co n + ! +a.3 1.1 0 6 +a.3 c;� € . . +0.6 S S F P� D0� � 20' PRIVATE+ 38 DRAINAGE EASEMENT +1 �08 5.1 woo s s s �l-.. , 0.4� +a: j 1 0 + 1. D.... I -�- +0.3 +0.4 a.4 a 4 + .Q CG 12.6 4 +1.8 TW=70 -I .9 +0.4 +0.4 +0.6 +� O +1.2 +1.2 1 I ;FC 2 +0.3 �4.4 �0.5 + +1. +1.3.. +1.3� +144 1.4 •�1-4 +2.6 + +1.2 ._ i A2 i A _ I I CG- r +2.5 + 0.4 +0.3 + .2 r f 1,4 +1.5 41.6 +1.6 +1,5 +1.4 l i1.4 3.4 f. t 2 x 10,3 +0.5 _0.0 Q,1 0 +1.6 +1.7 +1r7 41.8 �1-7 +1.6 +1,5 f 0 +0.2 0. +O.Q +1 8 .9 +1.9" +2.0 +1.8 +1.6 +3.1 +1.8 '=64 / +0.3 10.0 +0.0 +1.1 1.8 +1. +2.0 4 2 2 +2.1 + .8 �1.7 y +2.5 +1.6 +Q. +Q.O FO.Q 1.5 +1.4 +1.5 C0+125 1.2 t 0. +1.1 Jr a-2 � - I r; 0.0 +0.2 C3 C4 C5 I �- 15" HDPE Ed 20 0 20 40 60 SCALE: 1. " = 20' ►.. NOTES: 1, ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLFS AT FINISHED GRADE, 2. FD URE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.5MFC FOR REFERENCE USE ONLY. 3. VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT PROPERTY OR STREET LIGHTING. 4. ALL FDiTURE SHALL BE FULL CUTOFF, 5, ALL F1X'1'URVS ARE SHOWN MOUNTH) AT 20 ",ET ABOVE FINISHED GRADE, 6. ALL POLES AND FIXTURE SHALL BE DARK BRONZE, 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE WrICIAL 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 DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. VSS-1 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. l i QUARE STRAIGHT POLE S,ee 3mwS Em€ ,, :;h ;s*Ij u v:.IIII ; ::, I 4's i xx i d€s? �r. xa:,;n.r� „°; z���.e� s�€€.c� a� 36:uv�lb'ti�,c€��€:rr�w�s�•: �;i°�:-:iF�r1:a uasLi'. I -.....:.Y .,Q.. r, r taxPOW 1.t t.. •i ..:: e°€_,:.,Ai, r- €:>.:IDSV:2.a BASE COVER, HAND HOLE COVER AND POLIE CAP �=i';..t';�z;.�vrrrs; €a�t� rst�rl;�nf <z. r .:r..... -,�s:,Js:.. .:<<. -o n:,t: I " €:- ..:1•- � .. ^-a� �1:�_• i%. �hr;1 3!P j"::I•�•r: Rit�3 i... ...:3.' Cr :'c=. ,.�„.�-. -r.�. crSG :. ., ...r.... ...., ,�...i :--- �:: b�� ." :S<va• +ng r..:,:_ a .. sin.' N n {gtsq fi LIGHT FDI`I`[TRE 'A' AND 'C' _ i 4 W IQ 0 CM M M CM ¢© 20 a% ;o C 4 W LL Z ki ww j 01 Q` 00 •1 :X cc CV U p� rn i cv �4 ❑ W � O �x ? of a� t LO (�j N Za CO IJJ Z o REVISIONS COUNTY COMMENTS 9/26/19 DATE SEPT. 24, 2019 SCALE ill= 201 Z W o Q z LL Z Z Q LLL. LL H 0 > L W 0 W 0 � J Er d U_ ❑ W _ I En Q 0- W W m U a U) J LL Z FILE NUMBER 78-09-SP SHEET fi of10