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HomeMy WebLinkAboutSDP201300012 Plan - Approved 2013-02-20IT IS THE RESPONSIBILITY 09 THE CONTRACTOR TO REVIEW ALL OF - THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PMR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FWD A CONFLICT WITH THE DOCUWENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, 1-1 IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN fL FIAL 01 rE PLA,iN a Fe Eft `0 1 -4 1 IA , MR, 10 ft I ma E LOCATION MAP COPYRIGHT AIDC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' *OWNERS: NEW ERA PROPERTIES, LLC' 14254 CEDAR ROAD, APARTMENT 201 CLEVELAND, OH 44121-3242 (216)624-7667 Sol 111) B, *APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)2454932 CONTACT: ALAN TAYLOR S.J. COLLINS ENTERPRISES 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692-8300 CONTACT: DANIELS. TUCKER E NT (Gi I Nq E E - R. I Nq G *BOUNDARY& TOPOGRAPHIC/ALTA SURVEY:- 'ALTAIACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC.' PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97-159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) ZONiNG APPLICATION PLAN AMENDMENT: "ZMA #2,009-001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY., BOHLER ENGINEERING PROJECT NUMBER. V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) ®FLOODPLAIN SPECIAL USE PERMIT: 'SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT' PREPARED BY., BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) #CRITICAL SLOPES SPECIAL EXCEPTION: 'CRITICAL SLOPES EXHIBIT' PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER.- V122001 DATED: (MARCH 5, 2012 GO'VERN.f.NTGAGENCIES COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-SB32 FAX: (434) 972-4126 SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET GENERAL NOTES AND DETAILS 2A -2B BOUNDARY SURVEY (BY OTHERS) 3A -3B OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN 4 I EXISTING CONDITIONS AND DEMOLITION PLAN 5A -5i t PHASING PLAN 6 OVERALL SITE PLAN 7 SITE PLAN BA -8J GRADING PLAN 9A -9J UT171LITY PLAN i 1OA-10J LXNDSCAPE PLAN 1IA-11K PUBLIC RECREATIONAL EXHIBIT 12 APPROVED PROFFERS 13A -13B PROFFER ANALYSIS 14 Submittai Type Reviewed and Approved by the r.nmmunitv Development Department nature 00 P,EVISIONTS RIEVI DATE COMMENT BY i 3i THE FOLLOMNG STATES REQUIRE NOTIFICATION By EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-000-2454888) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.. V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: AS NOTED %..CAD LD.: SDOO PROJECT: FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA .0 IN.) rl L h lk E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www"' ohlerEngineering.com Lic. No. OA3176 7 4F o�.2,10NAL SHEET T7LE: VA 4"OVER SHE] SHEET NUMBER: I OF 63 LLI < < -zo z p, lzoz6HE H W a r -. ,: CA H < 0 x < >z- 3f '0 Q z >; Ux � Yz� -. g 0 M. WO 1 W 30 z :z g, 50, z CID z f�g 0 A Z 0 Z > z 00 P,EVISIONTS RIEVI DATE COMMENT BY i 3i THE FOLLOMNG STATES REQUIRE NOTIFICATION By EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-000-2454888) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.. V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: AS NOTED %..CAD LD.: SDOO PROJECT: FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA .0 IN.) rl L h lk E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www"' ohlerEngineering.com Lic. No. OA3176 7 4F o�.2,10NAL SHEET T7LE: VA 4"OVER SHE] SHEET NUMBER: I OF 63 STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET NOT TO SCALE __ EX/STING NOTE ; TYPICAL NOTE TEXT PROPOSED NOTE [-- ONSITE PROPERTY 1 _ .... _ AC L LINE I LINE ! R.O.W.R. IN NEIGHBORING I RAGENEL DEMOLITION , NOTES I ;, 'o .r, d �, - PLAN IATIONS � FOR ENTIRE PLAN SET ACRES I POG 1 POINT OF GRADE AMERICANS WITH - - PROPERTY LINE / _ ADA ? -PROP PROPOSED I INTERIOR PARGEt LINE DISABILITY ACT _- EASEMENT I _- E - -_ LINE _N I ' ARCH ARCHITECTURAL PT POINT OF TANGENCY - _ _ - - - SETBACK _ _ - _ _ - POINT OF TANGENCY, CURB LINE BG ' BaiTOM OF CURB PTCR RETURN ` BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE z CURB AND GUTTER BK [BLOCK PVI POINT OF VERTICAL E C INTERSECTION I 1 SPILL CURB TRANSITION _ .. ! RAr ; CURB j CONCRETE CURB & `-� POINT OF VERTICAL BL BASELINE i PVT TANGENCY TT R C GU E DEPRESSED CURB AND GUTTER __ ______ __________ m___. ;BLDG BUILDING R RADIUS _� - I BUILDING -.: UT€CITY POLE ` BM I BENCHMARK RCP REINFORCED CONCRETE PPE WITH LIGHT -- BUILDING RET € BRL RESTRICTION LINE WALL RETAINING WALL _ _-.._:., POLE I LIGHT CF : CUBIC FEET RM RIGHT OF WAY TRAFF#C CL CENTERLINE i S [ SLOPE LIGHT _ - CMP CORRUGATED SAN SANITARY EW € IT SEWER TI iY U L POLE � � ;METAL PIPE , _ ; -, C N ,CON bNNECTION . C SF =SQUARE FEET ,C TYP€GAL I LIGHT T ADORN CONC CONCRETE STA 1STATION LIGHT F �- CORRUGATED ------_ GPP ;STM -STORM TYPICAL ___7 c<.: € SIGN -v� I I ,PLASTIC PIPE , , ____ i z _. . . . ......... .. � __7 CY CUBIC YARDS TBR ; TO BE REMOVED E PARKING R K G , �( COUNTS r DEC ; DECORATIVE TBRL TO BE RELOCATED I ( _ DEP DEPRESSED I TG TOP OF CURB _______i _. - - - 9 , ;DIP I NT DU TILE IR G UR O O G ON PIPE TELE TEL E 1 EPHON ' LINE 187 ------_--____�Fy___________- _ . __. ._ . OM D DOMESTIC T F P P TREE PROTECTION EGTI S ROT N FENC � TC 5 ; s .aa O E C5.6.flD ,, ELEVATIONS BC 51 . _._: I 5 55 �� ELEG ELECTRIC TW ;TOP OF WALL SAN ITARY' SAi�I ELEV i ELEVATION TYP TYPICAL LABEL �� _._. _. _ _. - _._ /X\ i ' EP EDGE OF PAVEMENT UG UNDERGROUND I i 1 STORM LABEL \/` - f _. __ t I ES EDGE OF SHOULDER (UP UTILITY POLE _.__ ___ ._.._._.._ " _____._ ____.__... SANITARY SEWER _ __............SL LATERAL - - EW L END WAIL W WIDE T___.__.._ -____..__..-.;W,_ ____,__-._._._ j UNDERGROUND ; r W I WATER LINE - __. EX EXISTING WEL WATER LINE �11 ____.__ __ ... _ ____.__._..___...-..__ UNDERGROUND _ _ E -.. _._....._ ELECTRIC LINE i j FES ; FLARED € ' 171M WATER METER i __ L I _-_---------I SECTIO _._ __....... .�._... ____ UNDERGROUND ' G "s FF I FIN/ H + 1 J GAS LINE S ED FLOOR PLUS OR MINUS I �- j _, __ OVERHEAD - -- _ _ _____. FH F NT �• IRE HYDRA - DEGREE RE -u ( E W € E _. R - FG ;FINISHED GRADE GRA 0 ; DIAMETER 1 UNDERGROUND - 7 ; _ TELEPHONE LINE `G GRADE # jNUMBER - __ _ GARAGE FLOOR AT s N UNDERGROU D i ____...__l__­.­­ _..__,., I CABLE LINE m .. G I - :DOOR) _..- GRADE HIGHER SI _ ___ _ DE _ _ - _ . .__ - - _ STORM s GH C OF WALL SEWER I - r_ _. _ _..____ _,__-.. ___ SANITARY _ S _ GL GRADE LOWER SIDE _._._._ SEWER MAIN E OF WALL _. _ _ - wy, HYDRANT !GRT GRATE -`, {,V GATE VALVE SANITARY i } MANHOLE > ' f HIGH DEN li f S `-� _ HDPE ; STORM POLYETHYLENE PIPE P MANHOLE a HP HIGH POINT 1�"' WATER METER -. HOR ;HORIZONTAL WATER - VALVE HW HEADWALL ._ - ; GAS ❑ TINTERSECTIONVALVE _.__._1_1� - `�: `; GAS ` INV INVERT ® _.. METER _ ! [ LF LINEAR FOOT TYPICAL END LOG LIMITS OF CLEAR€INC i SECTION � ( ? LIMITS OF HEADWALL dR ��R LaD - ENDWALL DISTURBANCE 4:73__+ '; YARD ' !LOS LINE OF SIGHT INLET �y - � v-� LP LOW POINT !` . CURB tY I ! INLET 1__l_____l.__l__l­.L'S LANDSCAPE I-, CLEAN G 1 MAX MAXIMUM _ L_ OUT ELECTRIC I _` ;MIN MINIMUM _ MANHOLE f --- _ ___. 11 TELEPHONE (ri MH MANHOLE ::� MANHOLE �j - I _ � MJ ; MECHANICAL JOINT 1 ELECTRIC I ; - BOX �� I ON CENTER - POINT OF ANALYSIS ELECTRIC - - �- PEDESTAL �-K-___]-_ __. I __.. --_.. PG POINT CURVATURE _.�O1NT OF - 7 - COMPOUND 4 MONITORING � PCCR CURVATURE, CURB ��ii WELL RETURN - - _..-�_ TEST PIT PO _ __ _ INT OF f :INTERSECTION BENCHMARK f 1 '. BORING _ _ ___. GENERAL NOTE: _ IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO RE'>`IEBS ALL OF THS. ORAYINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATNE TO THE SPEC3FICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS- ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE, FORITO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON-SITE AND AVAILABLE FOR REVIEW. B_ INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL ANDFOR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE, C_ LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION T O REGARDING UTILITY DEMOLITION N O REQUIRED FORTPROJECT. HETHE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. Q EMENTS. F.ORDINATI N GO O WITH UTILITY COMPANIES REGARDING WORK#NG "OFF-PEAK' HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL TTI" AND STATE, FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4, BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY, 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON-SITE OR OFF-SITE.ITE. THE DEMOLfT ION N TOR IS CO TRA RESPONSIBLE ONSIBLE F OR ALL REPAIRS OF DAMAGE TO ALLT I EMS THAT ARE TO REMAIN ASARE SILT OF HIS ACTIVITIES. ALL REPAIRSH SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. 6_ IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GIEOTECHN€CAL ENGINEER. 7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. AL A T ES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MErASIRES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY, 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE: WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OL T1ON OPERAT! _ N T OPERATIONS- HE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 12. CONTRACTOR 1S RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13, THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED, IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT RLL "MEANS AND) METHODS" ARE TO BEIN ARD GCO ANCE WITH STATE FEDERAL, LOCAL, RI OC .ND A JURISDICTIONAL REQUIREMENTE;. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. LINTS TABLE: ______ , NUMBER DIRECTION DISTANCE L1 S 25°45'15" E 45.00' L2 i N 67004'52" E 94.62' L3 N 79°22'34" E 116.39' - L4 f S $3° 34 22 E 1 57.57 I LA0 ! S 40'37'37" E 203.95` .__ I v -c , v- -- o T -r. I _L_6 'S 19°55'46" E 51.87' LI 7 t o r ff 5 540128 E r 70.31 u L$ 5 28°24`07" E II 159.06' L 9 5 51 36 30rl E 107.18` I LA0 ! S 40'37'37" E 203.95` �__t.,_1 ° r 11 :524 22 52 E :74.33` L12 S 44°31 `5$" E _ 117.15` tL13 S1_ 'I°44'03" E k 90.55' ' L 1 4 ; S 61 °02'14" E 144.22' �- L15 S 53°31'54" E :77.25 L16 S 35035'32" E ` /46.67' L17 S 48°03'47" E 38.80' I L18 ; S 81°29'12" E 87.32' .�_�..' 5 52°27'13" E L19 14$.66' L20 S 49'14'43" W 68.01' L21 ; N 86°35'50" W 35.36' L22 S 53°39'55" W : 76.32' L23 I.. S 73°10'41" W ` 71.59' L24 S 49°55'36" W 20.31' �L25 S 70°42`54" W _ 100.00' NUMBER I DIRECTION €DISTANCE 1 L26 S 4$051'09" W 117.87' L27 ; S 72°21'31" W 40.36' L2$ S 62`10'58" W 62.92' L29 S 34°23'58" W 40.98' L30 S 59°24'00" W 43.08' 1 L31 S 45'01'13" W 6$,60` L32 S 75043'43" W : 25.27' L33 � N 67° 14'58" W 54.07' L34 N 80°20'49" W 42.45' L35 S 70°2$'28" W 60.94' _ _ ; L36 �41 `10" E ; 107.39'L37 `53" E ' 75.19' L38 N 51 °34'57" E 90.10` L39 j N 29°55'52" E ; 94.32` L40 N 63°28`27" E ; 68.44' L4 [ N 43°23'57" E 183.99' L42 ' N 10°40'3$" E 78.62' I L43 N 35°00'11" E 151.39' L44 N 18°51'49" E 133.94` L45 ' N 30°37'56" E ' 135.46' L46 f N 72°56'38" E , 6 81' ,... L47 N 55°14'43" E 129.56' L48 N 57039'54" W ; 20.00' L49 L50 ? N 39°57'32" E ; N 67°17'05" E _ 88.99' i 19.76` S! _. - :I?iM1 . SIGHT DISTANCE - _ -. STORM DRAIN U- SANITARY SEWER 11 [ - WATER -_ ` � - _ PUBLIC ACCESS _ I ` -- - --1 I_ __ z COMMON SHARED J 1QD INGRESS -EGRESS II-- J -- _ PUBLIC UTILITY �- - - __ VARIRBLE WIDTH S _ STORMWATER FACILITY +"'y [ - - MANAGEMENTiit GENERAL SITE PLAN NOTES 1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. 2. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR O RACTOR SHALL ENSURE 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. 3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 5. THEICAL REPORT GEOTECHN R OR AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION.NT I CO RACTOR SHALL FIELD VERIFY EXISTING S NG CONDITION SAND NOTIFY BOHLER ENGINEERING ER NG IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWNON THE PLANS S SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION_ CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. 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. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYIEXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 12. CONTRACTOR IS TO EXERCISE T C SE EX REME CARE WHEN PERFORMING H N ER ORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN- CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA, 13.NT T RESPONSIBLE CO RAC OR IS RESPO S BLE FORDOCUMENTING ALLT EXIS INC AN DAMAGE G D FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT ABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. ION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS - 14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 15. ENGINEER CONSTRUCTION G ER IS NOT RESPONSIBLE FOR CONS UC ION METHODSfMEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODSWEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED. 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17, ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT T N L O INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS L CATIONS A SLIMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB -CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSION ACTIVITIES AL AC #TIES OF BOHLER ENGINEERING, N E NG NOR THE PRESENCE OF BOHLER ENGINEERING G EERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTIONIPROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT LIMITED NOT O L ED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES_ THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING -3 REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE REQUIRED T REVIEW PART/ Q D O R AL SUBMISSIONS OR THOSE FOR ICH O WH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT R JEGT OR FOLLOWING THEOMPLETION OF THE PROJECT, ROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON-BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM_ THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY AR SEWERND A ALL OTHER UTILITY SERVICENN T HALL CO ECTION POINTS S BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED E BY TEST PATRI P OR TO COMMENCEMENT OF CONSTRUCTION, 2. ALLITA Tf U L ES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE. UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER, 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT 13 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVEDIRELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS RESPONSIBLE T AND IS RES O SIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6.NT CO RAGTORI RESPONSIBLE S RES ONS BLE FOR COORDINATION OF SITE PLANDOCUMENT AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTSIDETAILS, DOOR ACCESS, AND EXTERIOR GRADING_ THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION aTALLA ION OF UTILITIESfSERVEC S WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INSICONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. T WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE_ 8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND, ALL NEW UT#LITIESISERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITYISERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS_ 9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED TI Y B ED IN COMPACTION REPORT PREPARED B A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 10, ALL FILL, COMPACTION, AND BACKFfLL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY AV ING JURISDICTION FOR EXCAVATION AND TRENCHING G PROCEDURES THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION ANDIOR TRENCHING PROCEDURES. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13. THE TOPS OF E„ ISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM N N O ASPHALT, L TO PREVENT DISCREPANCIES THAT MAY AFFECT THEPUBL1 PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 16. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS. 18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. RAINFALL ]E ARV STIN N. FIVE: RAINFALL HARVESTING AS REQUIRED BY PROFFER #710(0) SHALL BE SATISFIED BY COLLECTING THE ROOFTOP RUNOFF FROM SEVERAL OF THE BUILDINGS LOCATED IN PHASE C AND TAKEN TO AN UNDERGROUND CISTERN WHERE THE RAINWATER WILL BE FILTERED AND THEN REUSED FOR IRRIGATION, PRELIMINARY ANALYSIS HAS ESTIMATED THAT OVER 50% OF THE ISLANDS ONSITE CAN BE IRRIGATED USING A 50,000 GALLON CISTERN. THIS CISTERN WILL BE DESIGNED TO HAVE A BYPASS SYSTEM FOR LARGER STORM EVENTS AND FOR THE MONTHS WHEN THE IRRIGATION SYSTEM WILL NOT BE ACTIVE. AN APPROXIMATE LOCATION FOR THE CISTERN HAS BEEN SHOWN ON SHEET 10D. IF -11 U- i 0 8a *« �z C?4 ¢¢ r 00*�,l �Z O zzu' - -u J us � FE 44 c z mI*U)�LLCL gj�z Ix GI � w H�:„ *****.o �� p ��j/ Fr, LL 4 04 O < Q LF < g ��o IL � wQ • << oZz * g- rmrm9 z mZ>z -2I� F¢F- u - moiwao co<=00 a5 a**** 3i a G lqqowZ 'N'� 4 I - tm zn rY 2Z@ `a pq W (_� � 5 � w -i. U - � g L� Z -,-t = z O u .',:, � C O 64 0 I .. .. G N 1 I � n Z � U .S z ' O Zc) O x z � " O Z a ? z g z REVISIONS i REV'DATE COMMENT BY i , - � I � � __tA I i i I U-1 _L i THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, . DES G ERS OR ANY PERSON PREPARING R G T Ci DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-2454M) (FA 1-800.242-1776) (VA 1-900-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR GONSTI�UCTON PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE 02JI9113 SCALE: N/A CAD I.D.: SDG LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA I'm E PdGYNEEI�$�FG 28 BLACKWELL PARK LANE, SUITE 20 WARREINTON, VIRGINIA 20186 Phone: (540) 3434500 Fax: (540) 349-0321 0' DANIEL R. HINES 7P .0 Lie. No. 043176 %.-NAL S . s7 SHEET TITLE: C"TENERAL NOTES AND DETAILS SHEET NUMBER: ?A *�� � OF 63 j � `�> I( ) PAINT INSID BLDG.- EPO: #5 BARS VERTICAL 32" O.C. W) (SE PROVIDE 1" DIA_ - 6" PIPE EMBEDDED IN FOR CANEBOLT. 18 GA. PAINTED ME' GATE (BOX RIB OR EXPANDED METAL) CI`G _IGKRR nl-T PLAN VIEW 1/2" DIA.X 8" BARREL BOLT LOCK (ONE GATE) 1" X 18 GA. METAL DECK 3"X 4"X 114" METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR McKINNEY T4B3781 HINGES EA. GATE. o 8"X B"X 16" t C.M.U. WALL (SPLIT FACE BLOCK TO MATCH BUILDING) 1 i 318" DIA. BAR 8"X 2" WELDED TO STEEL TUBE 16" C.C. - 18 GA. CLEANED, PRIMED " " ' `• T �.ID METAL GATE. 1 W.W.M_ ON 6" AGG. BASE & 12" WIDE FTG. AROUND PERIMETER OF SLAB fi 10 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT YORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED 8Y THE DRAWINGS AND IN _ F I�.I+..S��P RkIA �� �^(JT�Sr(i�u{�,ULATIONS AND CC��S 6„ "STFEEL TUBE EMBEDDED 12" INTO FOOTING. 5"X 5"X 1/4" STEEL TUBE --� W/ 5"X 5"X 114" CAP PLATE EMBEDDED 12" INTO FOOTING 1 112X 1 112X 3/16" METAL ANGLE DIAGONAL BRACE AMB DETAIL CEMENT PLASTER CROWN 8'-0" FROM F.F. ELEV. 8 3/4" (OPENING FOR TILE) (2 ROWS)ALTERNATING 4"X 4" BLACK & WHITE CER TILES EACH SIDE OF TILE W/ 314" PLASTER J -BEADS PAVEMENT SURFACE AS SPECIFIED --1 NOTE: � TRASH ENCLOSURE= FINISH TO MATCH BUILDING FINISH. #5 BARS CONT. TOP & BOTTOM TRASH ENCLOSURE UT DETAIL NOT TO SCALE 112" DIA. X 12" CANE BOLT ONE GATE SINGLE 8" KNOCK -OUT BLOCK W/ CONT. #5 HORIZ. 7" THK. P.C.C. SLAB W/ 611X 6"-10/10 W_W.M_ ON W AGG. a BASE. ROW = 77' 3 r GL ! I 11' 5' 2.5 7' 11' 12' 12' 11' 15.5' SW DITCH ' SHOULDER LANE LAME SHOIULDER I � 3'1 4:1 r PROPOSED BELT CREEK PARKWAY ON LANDFILL PARCEL j ROW = 77' I rL 2' 275 11' 11 ` 1 4" 4,5' 51 SHOULDER LANE LANE 1 v -PRO�Qivc. ` GUTTER r LANE I PROPOSED BENT CREEK PARKWAY ON DEVELOPMENT PARCEL i 3 i l i PROPOSED TYPICAL S T NS BENT cID �� ' WAY- CST TO SCALE 1 0104 mu UNIN 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. 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 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). THIS LIST IS IN ADDITION TO THE GENERAL - CONSTRUCTION ENERALCON ; UCTIO NOTES 1, ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE, 3. GUARDRAIL LOCATIONS ARE APPROXIMATE- EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VOOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7- ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9, TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS, 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY sNSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE PARCEL: 076M1-00-00-00230, 076M1-00-00-004AO & 076M1 -00-00-002A0 ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ASSOCIATED PLANS: ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9112/12) PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9112112) CPS"" . 0�o 0 o 'oc0010o° RECREATIONAL AREA: PROFFER STATEMENT DATED 09-04-12 (APPROVED 9/12112) PROPOSED IMPERVIOUS COVER: FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (PENDING APPROVAL) MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT PROPOSED USE.- SHOPPING CENTER V-4" 65.64 ACRES ROW = 77' 3 r GL ! I 11' 5' 2.5 7' 11' 12' 12' 11' 15.5' SW DITCH ' SHOULDER LANE LAME SHOIULDER I � 3'1 4:1 r PROPOSED BELT CREEK PARKWAY ON LANDFILL PARCEL j ROW = 77' I rL 2' 275 11' 11 ` 1 4" 4,5' 51 SHOULDER LANE LANE 1 v -PRO�Qivc. ` GUTTER r LANE I PROPOSED BENT CREEK PARKWAY ON DEVELOPMENT PARCEL i 3 i l i PROPOSED TYPICAL S T NS BENT cID �� ' WAY- CST TO SCALE 1 0104 mu UNIN 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. 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 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). THIS LIST IS IN ADDITION TO THE GENERAL - CONSTRUCTION ENERALCON ; UCTIO NOTES 1, ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE, 3. GUARDRAIL LOCATIONS ARE APPROXIMATE- EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VOOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7- ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9, TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS, 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY sNSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE PARCEL: 076M1-00-00-00230, 076M1-00-00-004AO & 076M1 -00-00-002A0 ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ASSOCIATED PLANS: ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9112/12) PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9112112) CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9112112) RECREATIONAL AREA: PROFFER STATEMENT DATED 09-04-12 (APPROVED 9/12112) PROPOSED IMPERVIOUS COVER: FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (PENDING APPROVAL) MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT PROPOSED USE.- SHOPPING CENTER TOTAL SITE AREA: 65.64 ACRES LANDFILL PARCEL AREA: 21.19 ACRES SHOPPING CENTER AREA: 1,826,355 SF = 41.93 ACRES (APPROXIMATE) RIGHT-OF-WAY DEDICATION: 202,049 SF - 4.64 ACRES (APPROXIMATE) MINIMUM PROVIDED BUILDING YARD SETBACKS: RESIDENTIAL 50' NIA PUBLIC STREETS 30' 47.3' OFF-STREET PARKING/LOADING SPACE; YARD SETBACKS: RESIDENTIAL 20' N/A PUBLIC STREETS 10' 10' COMMERCIAL SF: 470,000 SF 462,294 SF (PER ZMA #2009-001) PARKING TABULATION: REQUIRED PROVIDED SHOPPING CENTER (4.5 SPACES / 1,000 SF) 2,081 SPACES 2,281 SPACES PARK AND RIDE LOT 12 SPACES (PER PROFFER) 12 SPACES HANDICAP SPACES 46 SPACES (2% OF TOTAL) 50 SPACES LOADING SPACES (1 FOR 1ST 8,000SF + 1 PER 20,000SF) 24 SPACES 30 SPACES OPEN SPACE: REQUIRED PROVIDED 16-41 AC (25%) 17.5 AC (26.7%) MAXIMUM PROVIDED HE=IGHT OF ALL STRUCTURES: 60' (PER ZMA #2009-001) 40' 80' FOR A SINGLE 80' FOR A TOWER ELEMENT ARCHITECTURAL ELEMENT ON WEGMANS (PER ZMA #2009-001) COMMERCIAL SR 470,000 SF 462,294 SF (PER ZMA #2009-001) MINIMUM TREE CANOPY: 6.56 AC (10% FOR COMMERCIAL USE) REQUIRED BY ZONING MINIMUM TREE CANOPY: 7 AC SITE AREA REQUIRED BY PROFFERS 5 AC LANDFILL PARCEL 12 AC TREE CONSERVATION TOTAL PROVIDED TRE=E~ CANOPY: 7.24 AC SITE AREA 5.39 AC LANDFILL PARCEL 12.63 AC TREE CONSERVATION TOTAL RECREATIONAL AREA: TO BE DETERMINED AND COORDINATED PER PROFFERS #2 AND #3 PROPOSED IMPERVIOUS COVER: SITE AREA 45 AC (APPROXIMATE) LANDFILL PARCEL 1.5 AC (APPROXIMATE) LANDSCAPE PLAN REQUIRED: YES SJ LJ �� n�z�z �zZOz L, W Q - Z mt mFLaL P4 0 W J p i CL ,® 5 1 a p-cQz>a InZ,0pLr Q°�I_ c4q<0 w X00 n rte >Q Z i < a� z- CC a FE z too Z U t% J z z z a M'T a Z THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-0$48) (PA 1-800-242-1776) (VA 1.600-552-7001)(MO 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19/13 SCALE: N/A CAD I.D.: SDO PROJECT: INIT1 SITE 'PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA TB (DN H L E IN"" EN GIN EERIN G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTDN, VIRGINIA 201186 Phone. (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineefing.com SHEET NUMBER: 2B OF 63 _1 BOUNDARY DESCRIPTION OF "PARCEL4'CONVEYED BY ALBEMAI LE COUNTY DEED BOOK 1603, PIKE 678; • A parcel of land in the City of Charlottesville and Albemarle County, Wginiv. acquired Brass Inc. by deed recorded in Deed Boole 15031, page 678 in the Ciels office of the Circuit Court of sidcounty, and more particularly described by .metes and bounds as follows: BEGINNING at an iron read set in the center of Old Lynchburg Road (closed), sdid lrunrad being the '- weAemmost corner of the parcel herein deviceibed, and clad being South 39 Degrees 4 Minutes 52 Seconds East, a distance of 28.65 feet from an Iran rod found at the northeast comer of larrls now or formerly of ' Morris Creek Yacht Club .Inc., and also on the southern right of way tine of Fifth Stret Extended; THENCE with the approximate former centerline- of Ord Lynchburg Read. which has bee razed aloncg the following course, North 39 Degrees 57 Minutes 32 Seconds East, a distance of 88.99feet to an iron rod set on the southern right of way line of Fifth Street Extended; THENCE leaving said centerline of road and With sold right of way around a curve tothe left having a defter angre of 08 Degrees 21 Minutes 40 Seconds. a radius of 1989,86 feet, an ora lengb of 290.37 feet, a tangent length. of 1+48.45 feet, and a chord with a bearirng of North 54 Degrees 16 d'rrlutes 18 Seconds East and a length of 290.12 feet to an iron rod set, a c*rner to lands now or formerly 0 Burger Busters Inc.; • THENCE leaving said right of way and with said Burger Busters Inc. and lands of encs Inc. South 28 Degrees 44 Minutes 01 Second East. a distance of 1237.65 feet to an iron road found, a caner of said Brass Inc. and on the northern right of way lime of Interstate Route 64; THENCE leaving said Brass Inc. and with sold Interstate 64 right of way North 65 Drgrees 33 Minutes 23 Seconds west, a distance of 366.71 feet to a ' OT monument found, a carver to Mid lends of Morris Creek Yacht Club Inc.; THENCE leaving soid interstate 54 right of way and with said Morris Crede Yacht Clrb• ino, North 38 Degrees 30 Minutes 52 Seconds Vest, a distance of 889.316 feet to the la{7I T OF BEGINNING and +containing. 7,020 acres more or less, BOUNDARY DESCRIPTION OF THE PARCEL CONVEYED BY ALBEI AI LE COUNTY MEED BOOK 1092s PAGE 471: - A parcel of land in Albermarle County, Virginia. acgturred by Bross Inc. by dead recorded in Deed Bank 10929 Page 471 in the Clark's Office of the Circuit Court of sold county, and more par#iculcrly described by metes and bounds as forlows BEGINNiNG at an iron rod found at a northerly comer of the parcel herein described, being the most. eosterlyr corner of lands now or formerly of MCI Teiecorrtrt unidations Carporatlon of Ifirginta, and also being O point on the western line of - lands now or formerly of Willoughby Property Owners Assoadation; THENCE with said Willoughby Property Owner's Association South 25 Degrees 45 Minutes 15 Seconds East. a distance of 4.5.00 feet to ca paint in the thread of Macre"s Creek; THENCE alang the thraod of Mcore*s Creek and with said Willoughby Property Ownef s Assoaiaiion and lands now or formerly of Keith 0. Woodard. other lands now or formerly of Willoughby Property Owner's Association, and lands now or farmeriy of Randolph 0. Wade the faltawing twenty-one coarses: I. North 56 'Degrees 52 Minutes 33 Seconds East, a distance of 561.84 feat-, 2 North 73 Degrees 44 Minutes 05 Seconds E=4 a distance of 70.94 fest; J. North 85 Degrees 45 Minutes 33 Seconds East, a distance of 141.07 feet; . 4. South 72 Degrees 33 Minutes 39 Seconds East„ a distance of 61.33. feet; 5. South 50 Degrees 40 Minutes 06 Seconds East„ c d4tance of 84.27 feet; €t. South 35 Degrees 27 Minutes 54 Seconds fast. a distance of 71.97 feett 7, South 13 F7!egrees 14 Minutes 20 Seconds East. a oiistamce of 89.00 faelr., S. South 34 Degrees 50 Minutes 23 Seconds East, a distance of 191.43 feel; + 9. Soon. 52 Degrees 19 Minutes 19 Seconds East, a distance of 134.65 f f; 10, South 3B Degrees 00 Minutes 12 Seconds East. in distance of 138.06 feet; 11t. South 31 Degrees 47 Minutes 38 Seconds East, a distance of 131.15 feet; 12. South 36 Degrees 30 Minutes 32 Seconds East, a distance of 88.07 feet; 13. South 13 Degrees 44 Minutes 20 Seconds East, a distance of 90.00 feet; 14. South 19 Degrees 55 Minutes D8 Seoonds East., a distance of 27'9.35 feet;. • 15. South 48 Degrees 14 Minutes 41 Seconds East;. a distance of 97.15 feet; 16 South 63 Degrees 4€# Minutes 17 S4conds East. a distance of •140.01 feet; 17. South 35 Degrees 42 Minutes 05 Seconds East, * distance of 148.05 feet; 18. South 60 Degrees 47 Minutes 53 Seconds E�aste, a distance of 65.32 feet; 19, South TO Degrees 35 Minute v 05 Seconds East, o distance of 107.58 feet; 20. South 49 Degreea 49 Minutes 34 Seconds East, a drstarnce of 72.50 feet; 21. South 41 Degrees 13 Minutes 10 Seconds East, a distance of 85.71 feet to the intersection of Moore's Creek and an unnorn+ed brunch, a carrier to lands now or formerly. of AS Enterprises, Inc.; T14ENCE leaving Moores Creek and said lands of Randolph 0. Wade. and along the thread of sold branch with said J&D Enterprises. Ina. the following six courses; 7. North 87 Degrees 23 Minutes 59 Seccands West, a distance of 58.48 feet: 2. North 43 Degrees 13 Minutes SD Seconds West. a distance of 25.59 feet; 3. north 84 Degrees 32 Minutes 05 Seconds ;.gest, a distance of 17.79 feet; 4. South 65 Degrees 22 Minutes 01 Second West, a distance. of 65.58 feet* 5. South 52 Degrees 40 Minutes 13 Seconds West. a distance of 36.90 fent; 6. South 63 Degrees 47 Minutes 21 Seconds West, a distance of 103.27 feet to a Corner to tenets now or formerly of Grand Piano and Furniture ,Company; • ' THENCE leaving sold branch and said lands of AS (Enterprises. Inc., and with said Grand Piano and Furniture Company the following six courses: 1.) North 24 Degrees 18 Minutes 49 Seconds 'West, posing an Iron rod found at 9.45 feet. in oil a total distance. of 199.72 feet to an Iran rod set; 2. North 51 Degrees 47 Minutes 08 Seconds West, o distance of 55.0.00 feet to an bran rend set; 3. South 70 Degrees 42 Idinutes 54 Seconds West, a distance of 100.00 feet to an iron rod found;4. South 04 Degrees 17 Minutes 06 Seconds East, a distance of 230.00 feet to an iron rod found* 5. South 78 Degrees 42 Minutes 20 Seconds • Vilest+ a distance of 300.00 feet to an irons rod found; . 5. South 09 Degrees 1S Minutes 47 Seconds East, +a distance of 401.78 feet -to an iron read found on the northern right of way line of interstate Route 64,; THENCE leauin+g send Grand Piano and Furniture Company and with sold right of way the following three courses; • "II 82 [Degrees 02' Minutes 28 Seconds West, io distance of 412.7'5 feet to a VDOT monument found: 2, North 84 Degrees 43 Minutes 53 Seconds West, a distance of 3'99.97 feet to a VIDUT monument found; 3. North 65 Degrees 23 Minutes 49 Seconds West, a distance of 55.31 feet to on iron rod found, a carrier to Parcel 2k lands of Brass, Inc.; THENCE leaving said right of way and with Poroel 2A North 28 Degrees 44 Minutes 01 Second West, a distance of 959.99 feet to a corner to lands now or, formerly of Burger St;sters, ' Inc.; THENCE lacing said Parcel 2A and with sant Burger Busters, Inc., loads now or formerly of Boswell Supply Umit+ed, other lands of Burger Busters. Inc.. lanais naw or fermorly of T#ger Fuel Company. the right of way line of Bent Creels (toad, and lands now or formerly of BANE Restourant Group"CV. LLC and MCI Telecommunications Corporation of 1irgWra the following four courses: 1.j North 67 Degrees 17 Minutes 05 S+econds East,-ar distance of 19,76 feet to .a point; 2.j North 54 Degrees 26 Minutes 05 Seconds Eost. a distance of 384.33 feet to an iron rod found; 3. North 31 Degrees 15 Minutes 05 Seconds East, a distance of 653.08 feet to an iron rod found; 4, North 63 Degrees 54 Minutes 05 Seconds Eost, a distance of 244.4-4 feet to the PO]Nf OF BEGiNNTNG. and containing 49.488 acres more' or less. LEGEND Are Length Taat�ent Length Chard rtlo0tr Chard lien th Platted Radius Platted Parc Storm Drainage Inlet PAM Point of Beginning --��---�--- Fence @ Sanitary Mtanllafe (1 Fiber Optic Cable Marker Ban 'Sanitary Sewer Dain 0 Fire Flydront -Stream Stream • ._._�_ Guard Roil Telephone Pedestal 14 Cas vatve .W -go$ - Natural Bas Mein - -- Corner not set 141,07' Unverified La cation Iran Rod Set -0- Utility Pole 'FHROD OF CREEK .roan Rod Found S Srr4J1'�j�oa- VOOT Monument Fouad (9ecring - 177stance) Indicates Courses L• ' on Recorded and w1 Water Main - s 13`t4`W Unrecorded Plats 86.4LIF Wl ter Vdive hra Overhead Utility E MAT NOTES: 1.) Owner: Brass, inc- 2.) Survey prepared for: River Bend Maendgement. Inc. 3_) As shown} hereon, portions of the properties surveyed tie within Flood Zone WOR IP an 'I#AD. defined 10D year flood plain. The remainder of the properties lies within Flood Zones "B" and "C." defined by H.I.D. as not befnq in the 100 year flood plain. The 100 year flood plain►'lrmits shown hereon were sketched based an information an Flared Hazard Boundary Map Community Panels 510006 220 B and 510006 0240 8, effective date of December 16, 1980, and. ort topographic .napping obtained from the City of Charlottesville Engineering Department. This surveyor perforated no fleid surveys to detem ine the limits of the 100 year flood plain. 4.) Current Zoning: County Tax Mop 76141. Parcel -2A - Light frldustraal (LI) County Tarr Map 713M7. Parcel 2B - Light Industrial (LI) . City Tax Map .218. Parcel 51 -- Business 3 3) 5.,) Horizontal Datum: Virginia Grid North South Zane (NAD 3) was determined Bused on City of Charlottesville GIS Project Stations 110 and 111. The bearing . #roses of recorded and uinrecofrded plats below are unknown and differ from the bearing basis of ,this surwey. • . ►, Tltte Souraes. . Courntyr Tax Map 76M1, Parcel 2A and City Tax Map 2113, Parcel 31: Brass. Inc. "Parcel 2A" B.S. 160.3. Pg. 678 (County) D.B. 464+ Pg. 45 Plat (County). This plat does not mathematically close. County Tax Map 76M1, Pcircel 213 Bross, Inc. D.B. 1092. Pg. 471 (County) D.S. 852, Pg. 216 Plot (County) Unrer ordad survey by B. Aubrey Huffman 4nd Associates emitted "Rezoning Mop 5havring Porcelsr 2A and 28 Tax Map 76M(1)" and doted August 1, 1997, 7. This property may be subject to the fallowing unptattabler easements: A< A road right of *'ay recorrdad In 0•8. 80. P9. 282 (County). BAn American TeWphone and Teiecgraph Company easement recorded in D.B. 168, Pg. 289 (County) and believed to be abandoned accordrng to D.B. 568, Pg. 354 (County). C.) A Chesapeake and Potomac Talesphone Company easement recorded In DAL 231. Pg. 148 (County) and believed to be abandoned a=arding to D.S. 568, Ing. 354 (County). . D.) A Virginia Electrid and Power Company easement recorded in D.B. 299, Pg, 430 (county). Q A► utility easement recorded in D.B. 255* Pg. 364 (County), SURVEYOR"SURVEYOR"S CERTIFICATION: /Number Delta AAij C1 GrO ion C2 00'2140" P2,1? or 2--w 2� Rati'n�rs Are Length Taat�ent Length Chard rtlo0tr Chard lien th Platted Radius Platted Parc 1989,.88' 295,31?' 147.92' N 54'2�f'33' � 29$.L 3 1989-86, -15a.N7' 145.45' 54'tS'--- 17F VICINITY MAP SCALE: i" : 2.000' ADJOINING ('ANGEL DATA Cit T. M.P. 218--11 N F Willoughby Property Owner's Assorw'[Won DA 462, Pg. 176 (City) D.R. 327, Pg. t 09 Plot (City.) Cit T.M.P. M.P. 218-1 N7F' Keith 0. Woodard D.B. 695, Pg. 336 Cift.y D.B. 485, Pg. 35 Flat (County) City T.M.P. 218-47 WF MCI Telecommunications Corporation of Virginia D.S. 653, Pg. ! 136 City) D.B. 4'73, PG. 570 lot (City) CXF T.M.P. 218-48N ONE Rest-ouront Group IV, LLC D.8. 601. Pg. 293.City) D.B. 473, Peg. 579 toot (City) Cit T.M.P. 218--49 N F Tiger Fuel Company D.B. 478. Pg. 48 (City') D-13. 473, Pg. 579 Plat (City) ' Cat T.M.P. 21 B---50 N Burger Busters inc. D.B. 650, tag. 342 (City) Q.B. 647, Pg. 119 Plot (City) Citi T.M.P. 218-50.1 6' F Boswell Supply Ltd. D.B. 714; Pg. 530. Pg. 5134 Plot (City) The undersigned. being a Registered band Surveyor of the State of Virginia (Reg. No. 1458), aloes hereby cerlafy to (I) River Bend Management. Inc. and (11) Old Repubfic National Fitts Insurance Company as follows: 1, This Is to certify that this plot and the surrey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveyor," jointly established and adopted by ALTA.. AGSM and MSPS in 1999* and includes itaerns #11 #2. #36 8, #1f}, and f11a-oaf Table A thereof. Pursuant to the Accurpcy Stondards as adopted by .TA, NSIPS, and AGSM and in effect on the date of this certification, undersigned further certifies thort the survey measurements were made in accordance with the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Contrail Land Boundaries for ALTA/ACSM Land Title Surveys." 2. The undersigned has received and examined a copy of Old Republic National Title Insurance Company's commitment for title To insurance No. 29094, effective date of February 7, 2003. with respect to the subject premises, and each instrument listed therein. The location of each easement, tight of ray, vn+d other survey nncatters affecting title listed in said report. to the extent it can be located, has been shown hereon with appropriate recording references. 3.) This plat correctly shows the tacatiorn' of oil structures and other improvements situated an the property shorn hersorn. No 1+ras f,rsa buildings were found on this property. 4. t The property line along water boundaries is subject to change due to natural causes, and it may or .`nay+ not represernt the '�� s 191', ° c ual lccatiarn of the (unit of title. City T.M.P. 210-50.2 N F Burger Busters Inc. D.B. 650. Pg. 342 (City) D.E. 714, Pg. 594 Plat (City) Ci T M.P. 218--52 N F Norris Creek Yacht Club. line. D.B. 723; Pg. 4731, Pg. 478 Flat •Gi County T.M.P. 76MI-t IAF Dorris Creek Yacht Club, Inc. D.B. 1711; Pg. 4241 P€3. 429 Flat (County) Coup T.M.P. 76M I -4A N F Grand Piano and Furniture Company D.B. 940. Pg. 586 (Count} D.B. 595, Pg. 156 Plat (County) County T.M.P. 76M2--62 NIF Willoughby. P"roarty fawners' Association D.B. 634, Pg. 68 Fount D.B. 697. Pg. 321 Plat Bounty) County T.M.P. 7GM2-1-C N F Randolph 0. Waste D.B. 1087. lag. 549 Plat (County) County T.M.P. 77--11E l+i/F +l & 8 Enterprises. Inc, D.B. W2, Pg. 899 (C'o+uq+ y D.B. 894; Pg. 180 Flat (County) 0. ALTA ACSM Land Title Surrey of Tire Property of Bross, . inc., Berg Parcel 2A, Conveyed by Albemarle County Deed Souk 1603., Page 678, Containing 7.020 Acres and the Parcel Conveyed by Albemarle County Deed Book 1092, Page 471, Containing 49.488 Acres Located Partially -in the Scottsville Magisterial Distdat of Albermarle County, Wirginio and Partially in the City of CharlBtteaVille, Virginia Mach 3. 1998 Revised duly 8, 2003 Dirk Hughes and Associates sand Surveyors and Planners 220 East High Street Charlottesville. Virginia 22902 (434) 295-0942 FILE: 97-159 DWG: 02202-02 r� 1 OF t3 i Malted Platted Nuraber DiredlOn Distanca Dlrectlon Distance L1 S 2.745*1S" E 4Fr i?ta' 3 21*01137' E N s Snr E 56.84 1f•1REQ OF CRF.Eit N V441W F. 70.94* THREM OF CREEK L4 N 8745 33' E 141,07' THOW 17F CREEK S 92'33 3r E 151.33 'FHROD OF CREEK L6 S Srr4J1'�j�oa- >+ 94,37, -FArREw L• S 3 -Flap 54 71.91' /air �tyRw ..'i.li�7Y .Jl CXEE 4 Lo s 13`t4`W E 86.4LIF 1HRF OF CREEK L9 S 30v' 7 E MAT THS OF CREEK LIQ S SZ19*19' E 134.66 THEA OF CitEEK L.17 S 3WOW l IE 138.06' .7HREAD OF CitEEK L1 S 31047'39" E 131.15` THRF. OF CREED{ 1.13 S 3$`3Li 32 E Sa.07' THEM OF CREEK L1 S 13'44`20 E SED THREAD OF CR LIS 5 1"x'55'0$ E 279.355' THRVQ OF CRUK LIS S 48`14•'41 a'E 97.15 TMEAD OF C EEK L17S 63'4B''l7 E 14,9.01 THRE 13 OF CREEK E,rB S 3S`42 0S E 148.05 7MRl'ID OF CSC Lig S scr4TSY t: 65,32` TIJREW OF CREEK S 7V36'05- E 107.611' THRM OF CREEii W S 49+ 53C E 72.30' THREAD OF CREEK 132 S 41'13'16' E 83.11 THRVQ OF CREEK 1U3 N 87`23'69' W 59.48 THRM OF BRANCH L24. t4 4Z13250" Vii M59` YHREAD OF 6R' XCH m gv3rdr17,7 9 111REM 0 SON ON L26 S 6T22.D1" VIL X58 THREAD OF BL+tMCH 7 T 574+0`13" W 38+.90' THREAD QF BRANCH 138 S -Y4y76 2}1'W 103 iHft� OF B'R�AE+iCH L29 N i i' 14� V i# 9,05' N 117' 35pl i • '1� 9.9 LTD N 65~23* ' W 06.3'1 N 813 4011 w W 50,31. 110-W- ! 1 N 31r57-327 E War 132 N 6717-05 E 19.75' H 7ZOO.43 E L33 N 592VO57 E 384.33` IN 5TGO 43* E 3B4.3.3 634 31•'16 05 £ 653 X98 N 3i -43- E 693.L1l3 US JN!=OYSaSm E 244,44 N QW37W E 24•q,44 City T.M.P. 210-50.2 N F Burger Busters Inc. D.B. 650. Pg. 342 (City) D.E. 714, Pg. 594 Plat (City) Ci T M.P. 218--52 N F Norris Creek Yacht Club. line. D.B. 723; Pg. 4731, Pg. 478 Flat •Gi County T.M.P. 76MI-t IAF Dorris Creek Yacht Club, Inc. D.B. 1711; Pg. 4241 P€3. 429 Flat (County) Coup T.M.P. 76M I -4A N F Grand Piano and Furniture Company D.B. 940. Pg. 586 (Count} D.B. 595, Pg. 156 Plat (County) County T.M.P. 76M2--62 NIF Willoughby. P"roarty fawners' Association D.B. 634, Pg. 68 Fount D.B. 697. Pg. 321 Plat Bounty) County T.M.P. 7GM2-1-C N F Randolph 0. Waste D.B. 1087. lag. 549 Plat (County) County T.M.P. 77--11E l+i/F +l & 8 Enterprises. Inc, D.B. W2, Pg. 899 (C'o+uq+ y D.B. 894; Pg. 180 Flat (County) 0. ALTA ACSM Land Title Surrey of Tire Property of Bross, . inc., Berg Parcel 2A, Conveyed by Albemarle County Deed Souk 1603., Page 678, Containing 7.020 Acres and the Parcel Conveyed by Albemarle County Deed Book 1092, Page 471, Containing 49.488 Acres Located Partially -in the Scottsville Magisterial Distdat of Albermarle County, Wirginio and Partially in the City of CharlBtteaVille, Virginia Mach 3. 1998 Revised duly 8, 2003 Dirk Hughes and Associates sand Surveyors and Planners 220 East High Street Charlottesville. Virginia 22902 (434) 295-0942 FILE: 97-159 DWG: 02202-02 r� 1 OF t3 i OVERLAP AREA CDNiA,lail p 1,250 5Q. FT. AI SHOWN AS SONG. A P#} ON OF PARCEL 2A ON A PIAT i NUFFMM—FOSUR & ASSOCIATES AND RECORDED IN CO. D.S. 4e4, PG. 45 AND ALI� SHOWN AS BEING A PORTION OF TKE PROPERTY ON A PLAT OF O 13 RAatrLm off REi�Ri1ED CRY T.M.P. 210-'47 CITY T.M.F. 218-11 r CRAIMME MEMMB. PAfIhCI:L C{}NYEYE • „ t ,� d RECORDED IN D.B. 47'3, ; 1=�• 'SO579.Cli'Y �-- 9Y I}.�. 1092. PG! 471 CO.j� ,• ''_71I eta art CO '2w to" loe CIO,ItCO. D.B. X57. FGq7! PLA F ■0"' y - 16 w CITY OF CHARLOTILE GAS LINE BEgr IRN ROD FOUND �. • �, .;'; • � � ,�. ,.� �. -� `� _ ( FOUND) 4 5 35' I E 0.41 � , ■ � �. �,,. � '�. � FROM ORNER ,L ' . ' `. P.O.O., "PARCEL 2A , +', CITY T.M.P. 218-13 orTY .P p 8 N16� � R 676 N amu, , , ' ,5' 'o •_ ■ R.O.W. RECORDED IN C17Y T.Mlp. lima �var G«13..527. FO. 46S GOA. ' 218-51 B. 527. PG, R?7 Gt]. � . , « «■.■r. I.B. 527. RG. 475 PLAT CO-� WATER DUMITION POND ` (R.O.W. DMICATED 70 PLISUC USE, SI:T7I lEIV AiJON BAS F CRE K AND RANO , APPROXIMATED XIMATE BIS€ NOT ACCflPTED.j 1t o CII Ata13 slclf, AP#�ii0lIIIAi1~O EASEMENTS BY COURSES L2 THROUGH LI ' D.S. 47.5. FG. 52 rY' STRIEAMS SURVEY€b PHOTOORAMMErRIC'AL LY. t�ACF E CBF IGrt`El MR 0.13, 478, PO. 6 0 PHOTOGROHS DATE# DECEMBER 4. 2002. - 31;i sAa11TAlTY • , . • SEAR EASEMENT 10 D.$■ 352. PQ 285 (CITE t ■ D.8. 125. PC. 134CO. ■ ■ D.B. 46x, PIG. 45 PYLA (W.) ►�' .• oEJ�l�1t T.�l■i�* ��M1�'2� 49.488 ACRES .tb Imo. 195 -r + • - � l �%• ■ COUNry T.M.P. 76M1 -2A ■ • • ` "PARCEL as ASPT ROAD r lam, r■r* / M PM a• 1 i a '+lG{twIAA $T F r ■ 1 1. MUNI'llf T.M.P. 75M2-62 COUNTY T.M.P. 76MI--- VEPC0 EA MENT ■ ` • y = RECORDED IN D.S. � i 47$ in 116 (CO j '� ` + # ► p` +* « 12* EXIST&O WATER LINE vim IA5 SHOWN COU Y T.M.P. 78MI-tSHOWNISN UNRECORDED �W A Tf r IrA fry lr• i� r3s KR " ■ � t►� cD,� tri HOUSE � `. � *. � R. PLAT BY 9. AUBREY HUFFMAN AND . ASSOCIATES. LTD, ENT[ rlT�� t� * SUSMOSION PLAT SHDWING LOTS i 'I1`IRU 10, UNIVERSITY CORPORATE CMMEOIR • APRIL 12. 1988, AND REVISED NATURAL GAS ,d• AUGUST 30. 1991 AND 1HFA VEOLE AND =x SEPYEM9ER 12. 1996. PONR ' 70`42'644 1017.00" 1 COUNTY T.M.P. 7GM2-1-C Frift storm ; FOUN ION • IRA • o00., ALTA A{CSM Land Title Survey of 0 ':' The Property of Brass, Inc., ► ', rl Conveyed Yontaining Albemarle County � THE TRAM. SHOWN NEAR THE NOME3A#�t{ of I►�It10F�1='S CREEK IS A �� Iti+IAM NJkTIJRAL Gras L�I9i�cJ Parcel ��, � r OIE AND . Dead Book 1603# Page 678, 7.020 Acres PUBLIC HIKINQ TRAIL MAINTAINED BY THE Rt1IMIha VWLS FOUNIDATION. �, REGULATOR Frlr NO RECORDED EASEMENT OR RIGHT—OF—WAY WAY W FOUND. ��. $ . �++' - . � and the Parcel Conveyed b�+ AlbBl�tc�fle Qnln Deed Book 1092. 'age 71, Containing 49.488 Acres THE PROPERTY SOUNIlW ALONG COURSES L32 THROUGH L3S IS ALONG��g � • -''� ' 714E CORPORATE UMMS OF THE CRY OF CE I.OTTESWILLE AS PER FLAT � � ■a Located Partially in the Scottsville Magisterial District RECORDED IN DEW 1901 473. PACE 579 (CIT'). � � • of AIit ernarls County, Virginia and Partially In the ' ,�"� ` , ■- City of CharlottesVille, Rrginic .4g, q. OOUWV TI 76MI-4A �Nk � s ' *, March 3. 1998 `�/r �A �VAV •,�,Reprised ,JIT S. 2003 • `(am IOD D 100 200 300 Feet w i « Gia scale.. 1 =100' . -' Kirk Hughes and associates Lard Surveyors and Plonners ! .� L26 220 East High Street + , 4 . ■ ' L28 Charlottesville, Mir inla 22902 jpp ' 434 296-6942 COUNTY TI 77--1 IE FILE= 97-159 DING. 02202-02 Sheet 2 OF 2f3 to IIItIfIIIIICoLwyl 77,' O.N,..�'TD HC IitSW u USE. 5:1 URI aw IiVIF GA61 ItIiID.H.'P%IP�'643 tCo) IIIIIII26 E IItiIIICOUNTY TM. 76M2 PAR. iIZOAWDPUD IIitIPENSPACE- VACANTLAND itUSE 0 IIINIFRANDOLPHD. WADE tI'Vk IIIIIttD. B. 983, Pg 280 PLAT (Co) tIIiIIIIIIIIc L TNr ;W 7W4 F. ;-M I0 tIIIIgel IIIIIIIIIIitIIitIIIIIT-78E. VA-4AX7T:LAAV tII6E., -VA itIit16, tIIIIIPg� 506 Pf -, T Ar_- Y' COUNTY TM 76M2-1, PAR. C . ..... ItIItt'u 1 B 469 Rg 1�710� ZONEDPUD If$p__ ( 7p_E I11��"` it t I'L I I , r rQE' d'-1nL-Ar QnA Z"L' T7A 1A 74L7r r A &7n IIrrF. A IiNIFRANDOLPHD WADE ItII0 D.B 1087, Pg 549 PLA T (Co) IIIIIIitItIIitItI ?Ile IIIiy1p IIIIIIIItII7 . . . . ..... IIIIitIIIIIIII-7 e . .... . .. .... IIIitIItIIII'fop II..... .. ... IItIfII-f.y . .. ..... tIIII527 II_�v AVT . . . .. ..... . IIII4 'ro sr t- IIIII4':q IIIIIIIIIItIIIIIIII... . ...... tIIIIII0 ?Asp, 7.Z ItIIIIIi.. ... .. .... .... IIIIIIIL IItXD IIII4;' IIIIIIUSE� VA tA -(-)N H tIitIitIs OPA IIIIA T D6 IIIIIJ, itIIIIIIIitIItIItIIIIIIIIItIIfIIIIIifItIitIIk Itt IIr IIttIIIIIIIIII0 sr IINOS r itIItIIIitIIIIIItY_ ItIIII(TO BE BullphV0 y'" WOOD, IIIIIIiIry TM. 76M],,PAR. 4A ItI222 A CR ES IittIIItWAREHOUSE IU STORAGE PD -SC IZONED ItIttlKU Id1i r II�WEKA PA 1,L & tIIL IIIIIP_gIMPLAT(Ca) ti II42 IIIII0 .. . ... . ... II2?7y . . ........ . III. . . ......... IIII-7 7 II77� IDEMOLITION/REMOVAL IIIse��.. IIIIIItILEGEND 0 III......... II*7wos ro I4- IVaovm ...... ... .... hi IIF; '50-2 ftIII2y11F B IUS IUS It v u. Ity 71 III�v L IIIIIIII650 ItDENS rA IIIII03v IIIII66& IIIItI. . ........ II I -PAR, IIIIIfv Iaw-1L SUPPL za . . ... A7/27BOS 4 IOA7TVP D --SC,, - - -?AR 2B 49 488 ACRES,' -8 P'LA-r lqt . . . . ... ... .... .... ... .... .. . I."'OSE'VACANTLAND ,m6p,,miTff$LLI Ii7 4,, 22�65, -p-g,595(co) D B QTi� it9`21BA�PAR; 51 -D. B. 469'Pg 132 PkA T (Ur IitA,7 z ... .. ... ... IIPC _T VAC47FD) . . .... D.B­4 73 Pg 579 PLA T W 0- 0 Br J, -1 6, II1ES C. c D. tk 90 R B. 76 t NOTE TYPICAL NOTE TEXT IDEMOuMON/RE71010VAL D OUTO N R M 0 VAL N E TYPICAL NOTE TEXT - - - - - - - - - - - - - - - - - EAS EMENT - - - - - - _w - - - - - - - UNDERGROUND LINE WATER LINE I- - - - - - - - - - CONCRETE CURB & II UNDERGROUND - - - - - - - GUTTER IrILITY ELECTF?JC LINE -1 POLE VITH LIGHT - - - - - - - G - - - - - - - IUNDERGROUND IGAS LINE IPOLE LIGHT - - - - - - -- OH - - - - - - - OVERHEAD IWIRE 0 IITRAFFIC T - - - - - - - UNDERGROUND ILIGHT -0 0 TELEPHONE LINE UTILITY UNDERGROUND POLE CABLE LINE 0 TYPICAL STORM --�2! Z '100, z -w LIGHT IISEWER ACORN SANITARY LIGHT SEWER MAIN TYPICAL IHYDRANT 11cr IISIGN SANITARY IPARKING IMANHOLE COUNTS ....... . ...... STORM MANHOLE IELEVATIONS ISPOT > wm WATER METER ISANITARY z O u 0 C14 wV WATER Z �! LABEL VALVE STORM GAS ILABEL VALVE SANITARY SEWER ILATERAL GAS METER I i120 60 30 0 120 IGENEM NOTE: IIT IS THE RESPONVSUTY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCATED WITH THIS PRCUEC71 WORK SCOPE PRIOR To THE INIT 1ATION OF CONSTRUCTION. SHOULD THE CONTRkCTOR FIND A CONFLICT NTH THE DOCUMENTS RELATIVE To THE SPECIFICATIONS OR APP=SLE CODES, 1T IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PMECT ENGINEER OF RECORD IN 1 120' WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACOFPTANCF OF FULL RESPONSIB11 ITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS XIND IN P-EVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-2454M) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD I -WD-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V1 22001 DRAWN BYz JLP/RTY CHECKED BY: DRH DATE- 02/19113 SCALE: 1"=40' CAD I.D.: DPO PROJECT: INITIAL SITE PLAN LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L JE R E N G I N E E R I N G ;28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com W- DANIEL R. HINES 'P Lic. No. 043176 At - SHEET TITLE: C)VERALL EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER. 4 OF 63 Ir -1 Z Z, ocil .0 M I,-:5 w J'Xcr 0 -0 0 0 0 --�2! Z '100, z -w 1< z > z O u 0 C14 Old Z �! P-EVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-2454M) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD I -WD-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V1 22001 DRAWN BYz JLP/RTY CHECKED BY: DRH DATE- 02/19113 SCALE: 1"=40' CAD I.D.: DPO PROJECT: INITIAL SITE PLAN LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L JE R E N G I N E E R I N G ;28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com W- DANIEL R. HINES 'P Lic. No. 043176 At - SHEET TITLE: C)VERALL EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER. 4 OF 63 I CITY TAf 21B PAR 50, 1 Z0lVEDHW USE, RESTA- UP,4NT CITY TM 21B, PAR M NIF BOS RIELL S UppL yL TD ZOAEDHw CITY TAf 21B, PAR 49 USE., RESTA URAAFT B. 7M, PZ 580 (C - NIFBURGERBUSTERSINC ZONED H W D. 71- X, P9 584 PLA T (Cit,,) D.B 650 USE:MARKET&GAS P9 342 (CitX) NIF TIGER p, UEL Co D -B &;7 P9 115 PLAT (CitX) D. B, 4 78, Pg 48 (City) CITYTAf 21B, PAR. 48 . . . ..... .... . .... .... . ........ . . ..... . D -B- 173 P9 579 PLA T (Cj, ty) . . . ............ . ..... ZOAED HW ........ . .. f USE: RESTA UR"T .. .... ... ... .... .. B2VERE,5TAUj?ANTG r-NIF Ro C D. B. 691, Pg 293 (Cio,) . . ... .... . ..... ....... . . ..... .... ........ . . .... . . .. .... .. . ... .. . . ... LL . . ... . ... . ... . uplv . ...... . .. T (City) DB 4-7-1 Pg 579 PLA t ..... ..... c— ..... .... L ....... ... . - . . ........ .. .... ... ..... . ...... ... .... . .. ....... __77 . .. .... . ... . . . ..... .. . . .. .... . . ........... . . .......... . . ...... .. ... ........ . . ..... . . ................... . .. . . ....... . . .. .. - — - ---- ------- - . . ........ . . ........ . .. ......... - ------ ----- ... . ........... ......... ... . ... . . . .......... . .......... . . . ....... ....... . ............ ... . .... . . . ..... . ..... DIED FIFTH STREET EXTEN' 9TATE RObTE 631 6,311 -7 elo)RIW) ..... ..... PLAT, PkI28-133 �;H_PB I ... . . . .......... . .......... . . .... . ........ ------ . . . . ...... . ........ ..... . . ......... . ... . ....... . . . ----------- ------------------ .. . .. ...... . ........ . . ----------------- --------------- -- ------ ---------- ------- ------ - — - ­­----- -- - ------ - . ............ .... ... . ............ - ---------- ------ --------------- ------- --- ------------- ---------- ------------------ -:= - 7 –7— --------------- ---------- - - - - - - - - - - - - - - -- - - - - - - - - - - - - , - - - - ----------------- — - -------- .... . .... . k P. ...... . . ... .. ......... . . ..... .. .. . ......... ..... . ......... . . . . . .......... . ....... . .. CITY. .. ..... ... . ...... .. .. TM'214 A4R. 47 . ........ .. ESE- llVDUS7R- v Al- ELZ�CO_WfUNICA NIFC R G INC ..... ...... . ... TIONS CoRp D.B.k,653 Pg 6 (C,: 0 D.B_ 473,`,�Pg579PLA . .. . ........ (City) REVISIONTS REV! DATE COMMENT BY ............ THE FOLLOWM STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARM TO DISTURB THE EARTHS SURFACE ANMHERE IN THE STATE, (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2464U8)(PA 1-800-242-1776) L(VA 1-800-552-7001) (MD I-WEI-257-7777) (DE 1­80D-282-8555� . .... . NOT APPROVED FOR -AR L4 p CONSTRUCTION 4 - PROJECT No.. V122001 j"? DRAWN BY� JLP/RTY A CHECKED BY: DRH v� ------ kj� DATE: 02/19113 .... . .. ..... 4__ SCALE: 1 "=40' ...... . . . - - - - - - - - ---------- X�Zfk Fil . ..... .... , i N, '?, L q_., ... . . .......... 1. D.: DPO —7— P A_ - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - t ----------- ON Y V., . ..... . ..... ME!!!T� . ....... ... . ... ..... ... r 4 31 ol 610 X k:!. . . .... .. .. ... .. .. Dr v 5111$`�'O 81'6 w . - - -- - - - - - - i �rn - - - - - - ---- 2= :ngl pl, .7 .... ... ... k - 2�2 z J, 7�, ... .. . . .. t� 7 -vo 4, 7L 8 -,fp A. =1M - – – – – – – – – - m ;;=7 k ON SIHIll 'k. — ------- 584 ------- RA: I k-,HLINE Elld I --------- 7,w ------------- J813 co – – – – – – – – – – – – – – – – – – – – 0/ 40 20 10 0 40 V= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR To REVIEW ALL OFT HE DRAWINGS AND SPECIFICATIONSASSOCLA TED MTH THIS PRCIIECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO v FY THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIMUT, TO NOTI THE PROJECT ENGNEEROF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SI-RALL CONSTITUTF ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN' 13 LOCATIONI OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA TDOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax-, (540) 349-0321 www.BohlerEngineering.com ANIEL R. MINES *P k -a Lic. Np. 04,3176 Al - < 'm CL _z 02 z LL H LLF " =. cok �,� Os 'OL W4 >z :if W4 0 ir 0 ,4z> 10).7z 0 X I, a :zOu-w = gzMz --,6- m 0 0 pq v z w u m g, Q 0 11 4 pi 0 8 > > z REVISIONTS REV! DATE COMMENT BY ............ THE FOLLOWM STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARM TO DISTURB THE EARTHS SURFACE ANMHERE IN THE STATE, (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2464U8)(PA 1-800-242-1776) L(VA 1-800-552-7001) (MD I-WEI-257-7777) (DE 1­80D-282-8555� . .... . NOT APPROVED FOR -AR L4 p CONSTRUCTION 4 - PROJECT No.. V122001 j"? DRAWN BY� JLP/RTY A CHECKED BY: DRH v� ------ kj� DATE: 02/19113 .... . .. ..... 4__ SCALE: 1 "=40' ...... . . . - - - - - - - - ---------- X�Zfk Fil . ..... .... , i N, '?, L q_., ... . . .......... 1. D.: DPO —7— P A_ - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - t ----------- ON Y V., . ..... . ..... ME!!!T� . ....... ... . ... ..... ... r 4 31 ol 610 X k:!. . . .... .. .. ... .. .. Dr v 5111$`�'O 81'6 w . - - -- - - - - - - i �rn - - - - - - ---- 2= :ngl pl, .7 .... ... ... k - 2�2 z J, 7�, ... .. . . .. t� 7 -vo 4, 7L 8 -,fp A. =1M - – – – – – – – – - m ;;=7 k ON SIHIll 'k. — ------- 584 ------- RA: I k-,HLINE Elld I --------- 7,w ------------- J813 co – – – – – – – – – – – – – – – – – – – – 0/ 40 20 10 0 40 V= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR To REVIEW ALL OFT HE DRAWINGS AND SPECIFICATIONSASSOCLA TED MTH THIS PRCIIECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO v FY THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIMUT, TO NOTI THE PROJECT ENGNEEROF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SI-RALL CONSTITUTF ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN' 13 LOCATIONI OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA TDOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax-, (540) 349-0321 www.BohlerEngineering.com ANIEL R. MINES *P k -a Lic. Np. 04,3176 Al - i , r y �>.:.7 OI'Y.LilJ�.CYi \ •� '�"�l' '\� �� �Y k 't 1,\ °-��'1 ,i ; r r { ! 1. ,Gs� \, > `b...s' i � i \ 5, , � > •.,,.. "T ``` •� ,i"' ��•,::. t I i j r r l :'-i r i f , {///py-t �/F{1�g /gaa �{T�j-e tppy (�'�.1r/}-fig J 1, 1i J• i,• i 1 J 1 'i.-� r f' J t JLJ.� W 1 S C ii 9 S L Sot '7 �-/ .. r , z .t �\ .. (! �`? r Ji ,J r • r . 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IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. CTION. FAIWRE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN REVISIONS REV' DATE a COMMENT ; BY 3 7€ i f THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454848)(PA 1-800-242-1776) (VA 1-✓ 00-552 7001) (MD 1.800-257-7777)(DE 1-800-282.8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19/13 SCALE: 1"=49 CAD E.D.: SSG LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIL .E MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20188 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com EXISTING N (_`) ^.:. AND DEMOLITION PLAN SHEET NUMBER: 5 ID JD OF 63 B 11c IL 7 gg �£ cD Ci Z ZZz p fl. a:5LLJ m 3 1--t Ir Ono LL 0 'u ® J Ei p2Y�a 3 oak LL 0CiiUU � .04* a a 00 z Cl: z Pi; k c, z w u ,zV F� >� � L4 u 0 0w z r- > z p REVISIONS REV' DATE a COMMENT ; BY 3 7€ i f THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454848)(PA 1-800-242-1776) (VA 1-✓ 00-552 7001) (MD 1.800-257-7777)(DE 1-800-282.8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19/13 SCALE: 1"=49 CAD E.D.: SSG LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIL .E MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20188 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com EXISTING N (_`) ^.:. AND DEMOLITION PLAN SHEET NUMBER: 5 ID JD OF 63 t !t «. t t .<::, � / y .,' ..: .. .• ." I \ ` \� 4 '` ` iKi , . r 0-T •—..,_ _...._..-• i f t : : , • ,1 < `t �. 1 1 , , t " 6€7' ACCESSEASEbt N ♦'•' , I l' : • J r ` ' % :' ..' ,' a e' ." : k ♦, ' \ tj 3 ; ! 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'r^•. ,' i 5`1 t•t , + r t', \ :,/.• s\y ; l e 4 t \ f \a ♦ t s `5 1 / , , f , \ 51, , , rfi .�$�^&":x' r` tl , : 1 , ,< :l`3 J s f f : ♦ ..r' t .. `t ,. t\ vy' 4 ` \ ♦ �_� t f \ \ P r / i , ,,: ; rt`}. ! ,.^. �. 1, ---•:: ♦ `� . \ / } r \ k5, \ • "i r , , , , f 1 1 \ t , 1 } 1 t \ 4 sk �1 \ I'o \, 00 t 1 ,1 \ \ \ , s ` rr , , 5 , _ I r , ISTUR < , t F-44", vw(l IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIM TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLE € E THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN s NOTES: 3 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. € 41 SHEET KEY i3 F,EVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH`S SURFACE ANYWHERE IN THE: STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VW 1-800-2454848) (PA 1-800-242-1776) {VA 1.800.552-7001)(MD 1-800-257-TT77)(DE 1.800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: LE. ` 1 "=40` C k. CAD [.D.: ss0 PROJECT: INITIAL SITE PLAN 4 ,FOR- 5TH OR-5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN ETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA -- ,,�Fia, v '• „III♦', ?�$.nr• S. � e a 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phare: (540) 3494500 Fax: (540) 349-0321 www.BohlerEngineering.com 0 DANIEL R. HINES "P :.0 Lic. N .043176 4Y SHEET TITLE: D i T l (! N S AND D i M 0I SHEET NUMBER: 5 OF 63 La. � a, 7 © £'1F7CL ZOj cz, ads� ?ruj ii 12J ii 0. v♦etre♦ 0 v 2 0<4 z w};>z C 0d„ u QDS3OQ6LC1 I;a ®♦tee �� z �a Z leg Cf: iJ Ci Z Mr Z Mai zo 6.1 Old w~" u F,EVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH`S SURFACE ANYWHERE IN THE: STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VW 1-800-2454848) (PA 1-800-242-1776) {VA 1.800.552-7001)(MD 1-800-257-TT77)(DE 1.800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: LE. ` 1 "=40` C k. 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I .-_. - . . ...... � .. N �.i Nll� I - I .e -- - �11.�.... . . - ., � � - I.. .,t g " 1� '. - -.. , - I - 71: ---, ­: I � � , -1--->-- -I-- ,_1 -I-- - - ,� -�- ... �-- -,- , I � 11 � 1; ,----. - - — - , , , — � ") - . I . . . . . . � . f - \.. 1. 40 0 2 j 0 19 0 40 i I IIIIIIIIIIIIIIIII i 1"=40' fikv—sygm- a 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATION$ OR APPLICABLE COM, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN mm 1111111111111 �� �IIIIIIIIIIIIIIIJI N THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 7.800-2454848) (PA 1$00-242.1778) L(VA l-800-552-7GO11)(NID 1-800-257-7777) (DE 1$00-282-M5) 11 NOT APPROVED FOR r PROJECT No.: V122001 DRAWN BY. JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: 1.=40' CAD I.D.: SS0041 PROJECT: I 1 0, �� 1 � 1 '' 6 1 FOR 5TH STREET I ; STATION ; LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA & B Of i1r L E R 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohletEngineering.com , 6T#j -n 0 - — .k W- DAMEL R. HINES 'P -a LIC. N I. W176�, I , I - , I , ... 1. - —c SHEETT"ITLE: EXISTING C k") N D I T I"' N S ND '' O ( N DDMOLITION SHEET NUMBER: 5D N OF 63 1 "I -j � I < 0- n - :-5, 0 E I . - 1� E 1 2 §, 2 LWU �51 u 0 & 2- cC, a, 2 Z�z ffi,�s u UT 2 5 W Id ff LM4 § . x w cr - 00HOT 41 �� = 2� p 63 . * * *** I I 9 'L .6 d - E I- 0 * U OM < 0 ga. :j >- 9 § 3 S. = 0 I,-: < 0 2� z > so 2 so Z�e bc z -nim 0 -1 0 LLI to < Et 0 0 21 00000 9 ag, !- to "I tr, I � , %1. 9 m 4 1 .4 CIO cc P � zi R R L) z ,4 9 5 w iE 29- ct) 0 � 0 U �6 1 4 I. �m w P4 . E ->04 R J I9 i 0 W, 6 092 6 �tl u , " � - Z c� I . c! `1 99 > � I= 5 0 w I � u - 3 2 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 7.800-2454848) (PA 1$00-242.1778) L(VA l-800-552-7GO11)(NID 1-800-257-7777) (DE 1$00-282-M5) 11 NOT APPROVED FOR r PROJECT No.: V122001 DRAWN BY. JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: 1.=40' CAD I.D.: SS0041 PROJECT: I 1 0, �� 1 � 1 '' 6 1 FOR 5TH STREET I ; STATION ; LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA & B Of i1r L E R 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohletEngineering.com , 6T#j -n 0 - — .k W- DAMEL R. HINES 'P -a LIC. N I. W176�, I , I - , I , ... 1. - —c SHEETT"ITLE: EXISTING C k") N D I T I"' N S ND '' O ( N DDMOLITION SHEET NUMBER: 5D N OF 63 1 ^ , r \ rIr• \ Ire t e` 3r 4 'V r l \ i r J t r `... ` t\ \, ''� � �l.•',r-,fir-,r" , , t , i � '^,_ / ... 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GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONT RACTORTO REVIEW ALL OF THE DRAWINGS AND SPECiRCAT€ONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CORES, IT IS -1 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION: FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN r --kTIONS AND CODES. P ui J Q Q Q Ei. 7 B - c>i � G >v z Z %+ On -5p �W��� oO r Cs m I— it7 3: LL 0- " N .t tfi E..t z F- 04 LL oo®oo W xo Q w z y: +J '� C9 Q Q. �z0z< 5R z z zko�fri F-� �o60 s ~ 00000 r 6 L.. fs-:a.rte• X1.4 Q C 6 W Co o x. z G z a ? w r-: „a s" U �w IL a a3 < o � J P,EVISIONS REV � DATE I' COMMENT BY i { t i I ' � I1 r I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454M) (PA 1-8€0-242-1776) eA 1-iiOM52-7004)(MD 1-8D0.257-7777)(CIE 1-800-262.8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH HATE: 02/19/13 SCALE: 111=49 CAD I.D.: SS0 ........................... 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I +r , , t , s : rr 1 I - •,-.._, _•. ,_t i _ t (� y t , L S l i i , r 5 , t t t 1 7 t z • :'ry d - ._.. y t,\ •✓'\..,, ,t »,_"__` 4hJ .tfi �JjJ. J• , _ 40 20 10 0 40 1 `"=40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACT OR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIPSCATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPC'NSIBILI IY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND IN P,EVISIONS REV tDATE ! COMMENT •`. BY f 1 f i t I t s t I i 1 i F i THE FOLLOWING STATES REQUIRE: NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH`S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 891) (WV 9.800-245484$) (PA 9-8001-242-9776) (VA 1-500-552-7001) (AAD 1-000-257-7777) (DE 9-800-282 555) NOT APPROVED OVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02/19/13 SCALE: 1'=40' CAD I.D.: SSD PROJECT- INITIAL ROJECT:INI °IAL SITE 11PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L Ar is ✓...%" ID H L E E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com ci DANIEL R. HINES 7 '4 Lic. NO, 443176 � 1 II EXISTING CONDIWITIOINS AND J; -' SHEET NUMBER: 5 - pw-': OF 63 J LL "So '55 tit Q>�¢ 4�_ S ,i G., ag d Lt. Z 2 LtJ ' t3Z W — g U2 J F� L' +7-' Cil �0- Im- 10 IL w Z- rr5 Lt# ♦ ooe 0 ! "! < U O 'd � C� O ¢Q 0�moL C OI `xt % �� O > m>:Z o W g92 z z< Wz Ur m SD_002Lu cn U U C aw eases TN cc .• W 't z 6 zV g g c 'Z'. C7] 2 ,� Z.1 is C) R` z w '> P. Q Z a - - s -:e P,EVISIONS REV tDATE ! COMMENT •`. BY f 1 f i t I t s t I i 1 i F i THE FOLLOWING STATES REQUIRE: NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH`S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 891) (WV 9.800-245484$) (PA 9-8001-242-9776) (VA 1-500-552-7001) (AAD 1-000-257-7777) (DE 9-800-282 555) NOT APPROVED OVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02/19/13 SCALE: 1'=40' CAD I.D.: SSD PROJECT- INITIAL ROJECT:INI °IAL SITE 11PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L Ar is ✓...%" ID H L E E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com ci DANIEL R. HINES 7 '4 Lic. NO, 443176 � 1 II EXISTING CONDIWITIOINS AND J; -' SHEET NUMBER: 5 - pw-': OF 63 , r - , ? s .� ; r: ,, : .. - \ -, i,pws, ;j ., .' , ..... `y , } •.• ter\ tuj .,`' t � '. �` r F`T`HLIN"' .". VtpS ��.� 5� rar. I _,,�` - La. ;�••.,i•.+c-'•! . . ....... a w_. Z. , , , ,. 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' ,,/ •__ ...-✓ ` , � �s mow+•.'.' r•5 )t1K ! _i`•r~ F'-. ' / , 1i'. -, ti '- r. L r �i r• f � r . , a l 111 , r t l i 4 t t .� f�r' . ✓'/ ' i f� Mme—, .' , ,. •' � : T , i l " - , f , __._. �....._--.._..------- -----------_ l rL(IT.4'�1F—'^% r' -_ _ )` --�-- - lC3I T _ p, BAN E ; k , f _ r I _ TJ_ w _ '•A _ S s:Ct- 7 j� r' - J s -[ r ; : Y _ lY rl - _ tie '/!" .., _, ,^ .. ,. - .-..... - _ . »-_..+•- ,ei � •.Xtfl t J ./' �• f r 1'ro -/ Sl. r < - e - r r ' : �- pp _ - -- __-- _' '•I_ ^lr xi " .. / �- DISTURBANCE r � � }� Ali l` Y' / X 'i- © ,> y r r 'J. ti - w „ / , , • r y' , , LIMIT _ ;f l r, Jr DIST N_ r ` 'r : J ` r r ,, . w ` 412 yi l"I 4 _ r i : r` v s ' .... / - ! 1 �r Y , } F c, 3 INTERSTA TE 1 , i rr f , I _ _ - - , RIGHT— OF— WA Y _ Pg' ? IM .. - - .. _ - N- _ __ _ .-.._ .. •,LA - - - / f _ Y. , r t f i u- "f - ----------- ------------- _ P0 lz _ zx i+ : < r - , F tea? A— _ ..... . .J M1216-11-9= ,y 4.0 20 10 U 40 1 "= 40' 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LI NE BEARINGS AND DISTANCES. 2, SEE SHEET 4 FOR. DEMOLITION LEGEND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS R4JE£ 1 WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATNETO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE, START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHAD. CONSTITUTE ACCEPTANCE OF FULL RESPONSIBIUTY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN . I I FXVSIONS REV! DATE ! COMMENT BY I 1 i } t I # € THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EART'H'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA„ MARYLAND, AND DELAWARE 811) (WV 1-WO-2454M)(PA 1 -NO -242-1776) (VA 1"500.552-7001)(MO 1-8DO-257-7777)(DE 1-800-282-8855) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02119/13 SCALE: 1"=40" AD I. .; C D SSO PROJECT: \ - FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5THTR T S EE AND AVON STREET EXTENDED SCOTTSVI LLE MAGISTERIAL ALBEMARL E COUNTY, VA BOHLEX FM E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUiTE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Pax: (540) 349-0321 www.BohlerEngineering.com LT / f �Q ANIEL R. HINES ' LIC. No. (}4 1 76 5� r� dNAL - SHEET TITLE: i ! i N E) 1, :1 t +rl LAN SHEET NUMBER: 5 ky-j" OF 63 31. Q Q tcI 0 ZtdV CI V' 0 EE W uiC?�tu..sQ (c F � Q z mo to" ° 5 6i FujR o..e.o `>Q�d ru 0 46 2 5 X 0� wl •`"! I- peppy, mut /,� 70— y V 9C)SUS 0 cl)Q om S 0 a < x en I�.r frl rZ 'e, r FU 'syCE C5 > � � Y X» FXVSIONS REV! DATE ! COMMENT BY I 1 i } t I # € THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EART'H'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA„ MARYLAND, AND DELAWARE 811) (WV 1-WO-2454M)(PA 1 -NO -242-1776) (VA 1"500.552-7001)(MO 1-8DO-257-7777)(DE 1-800-282-8855) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02119/13 SCALE: 1"=40" AD I. .; C D SSO PROJECT: \ - FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5THTR T S EE AND AVON STREET EXTENDED SCOTTSVI LLE MAGISTERIAL ALBEMARL E COUNTY, VA BOHLEX FM E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUiTE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Pax: (540) 349-0321 www.BohlerEngineering.com LT / f �Q ANIEL R. HINES ' LIC. No. (}4 1 76 5� r� dNAL - SHEET TITLE: i ! i N E) 1, :1 t +rl LAN SHEET NUMBER: 5 ky-j" OF 63 , _,�......_.,. .V, l `5 t• {� � 5(�'�. t I j t 4 f S, F.. t /, �^- f j v , , y r �H I v , t , � t v i v +••`ti _'-'- x.'„yeat.`-` s 5 `c _ +•' �.T'#i: 1,,,_Y,,.,.._.....�� t r_�, t •�.�j�� -----t - l%m - "_--------------- d , Y , t , _ .... „ j��( , DISItR v lip ----------------------------------- _ _ f o 8 5 ---�.., .. ,.. -... t _ ,... c ..:. - -' _. - ...._ tC .Yr9' s'y`;a. ; ^ p "x'` t p - - _ •` _ _. Yom- .,G.( ------------ J. ,\ - f� - t` .. ,� Y _ ... ,-. ........... -. -. - , - T .� _ P 65 204, _ r ---------------- .- - 4 P . - 4 5 rA - / t - ,., .., - ... , _ ...... .. .... Fatty -•-.,. .-, tyy�q{T ep�r�yg rQp•r,�y-r �q.-��•,��••-y�}T� }g^yr,q��`�� ._...-..... _.-__ ---- '/'' i \ ... -, ,, ,..."__ .,___-'___._•. _....-._...___ __,_.. -__�_. _. ...._..-.. .,._LX ��313 Z:.C1 .S t1 'V 0./Z./ 'V! - !:` ����.-+.:r t ..«�._ _._... _-. _. ._---_ _ - 'l, `Q OF -WA Y`�f , r---- r/ -w ,r f RIGHT ------------ ---------------------- .. ....... . rY - . - 1. - / _ vt f 4 _ _----------------------- OOUT OEM i Ise 40 20 10 0 40 1 mi I"= 40' 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY" LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. IT IS THE RESPONSIBtITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED Wf i }; THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE 8Y THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN p2�oLOL,c. a 2 U 2 = w t: Z iiiii♦ R U. - C) ° * 0 2CL� o �X > � mr050w ZZ a�J 0M0=U1 sm � rrl¢CrUU z� cc ♦ ioii a �a W z Z z uz > 5 z k VIS ONS REVI BATE I COMMENT BY E i f 3 3 s I I I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING- TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4M) (PA 1.600-242-1776) (VA 1-800-852-7001)(MO 1-800-257-7777)(DE 1.800-282.8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: 1922001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02/19113 SCALE: 1"=40' CAD [.D.: SS0 PROJECT: ,FOR- 5TH OR5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL- PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www BohierEngineering.com R. HINES Lie. No. OJ3176 'Al SHEET �'j ' E)KISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: 5H OF 63 11011", I � t 40 20 10 0 40 1 mi I"= 40' 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY" LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. IT IS THE RESPONSIBtITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED Wf i }; THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE 8Y THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN p2�oLOL,c. a 2 U 2 = w t: Z iiiii♦ R U. - C) ° * 0 2CL� o �X > � mr050w ZZ a�J 0M0=U1 sm � rrl¢CrUU z� cc ♦ ioii a �a W z Z z uz > 5 z k VIS ONS REVI BATE I COMMENT BY E i f 3 3 s I I I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING- TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4M) (PA 1.600-242-1776) (VA 1-800-852-7001)(MO 1-800-257-7777)(DE 1.800-282.8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: 1922001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02/19113 SCALE: 1"=40' CAD [.D.: SS0 PROJECT: ,FOR- 5TH OR5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL- PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www BohierEngineering.com R. HINES Lie. No. OJ3176 'Al SHEET �'j ' E)KISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: 5H OF 63 r , r t - f, !� i f , „ 1 t .,` 't,�s^ - _. _ .. ... ,... �: r.+ ...,.,...,,_• .___.-. ,.._..,._ .._..:,, .., _ _.._ — ter„ -�`_' _/ �.. _. _ _.... ./ �/ . t �r ------------------------ r , , r• - ... ,, 4 ....... .... _ _ - �, ... .i i - '1.;y _ , �I l_ _ .Y� *•�11f� r�V } n 9 't u�i��f[f17 i 1 1 �.. w . 21.16.3 ACRE,5 4, i IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATE© WITH THIS PROJECT WORK SCOPE PRIOR TO THE INMATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE ROCU WNTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, fT SS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COhIPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINM AND IN MATCHLINE.e SHEJul T 5qu h k h -....--�-,..- •�. �re-.F r rxs a rry .:�r.mw�ri.'S� s'b s Y T "�� e .. ..... •L.� 40 20 10 0 40 NowI 1 "= 40` 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4 FOR DEMOLITION LEGEND. REVISIONS REV DATE COMMENT BY ( 1 S i i i ` 3 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS: DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA. MARYLAND, AND DELAWARE 899) (WV 1-800-245-4048) (PA 2-800-242-9776) (VA 9-800-552-7001) (MD 9-800-257-7777) (DE ?4100-2824555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V1 22001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19/13 SCALE: 1"=40' CALL I.D.: SSO PROJECT: INITIAL SITE PLN .FOR 5THTEE JT STATION LOCATIOV OF SITE NORTH OF I-64 BETWEEN 6TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL AL_BEMARL_E COUNTY, VA r BOHLE E N G I N E E R I i�] 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (54.0) 349-0321 www.BohlerEngineering.com do Q DANIEL R. HINES 'P .a Lic. Ng. 04 176 �. 0- -ICY/ �sf0NAL ��'� SHEET TITLE: EXISTING AND ii DEM ON PLAN SHEET NUMBER: 51 OF 63 t" ,.:::i I rp� >¢II -w< W qw flc� q � Z ,uisZ65o 5 Ir oIt o¢a= Ig Z +++osa Crl Q r z l�•1 7 z ..t az�z� q zzo w S<mQSZ6s mJdmoCJU M �✓ "` ;fes Std � `.7•i �C v) q�dq z 41 rr o _ .:.,z> � '✓ � H .^fir � i z r U � o v REVISIONS REV DATE COMMENT BY ( 1 S i i i ` 3 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS: DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA. MARYLAND, AND DELAWARE 899) (WV 1-800-245-4048) (PA 2-800-242-9776) (VA 9-800-552-7001) (MD 9-800-257-7777) (DE ?4100-2824555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V1 22001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19/13 SCALE: 1"=40' CALL I.D.: SSO PROJECT: INITIAL SITE PLN .FOR 5THTEE JT STATION LOCATIOV OF SITE NORTH OF I-64 BETWEEN 6TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL AL_BEMARL_E COUNTY, VA r BOHLE E N G I N E E R I i�] 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (54.0) 349-0321 www.BohlerEngineering.com do Q DANIEL R. HINES 'P .a Lic. 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DATE 1 COMMENT 1 BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-2454M) (PA 1-800-262-1776) (VA €-800552-7001) (MD 1-800-257-7777) (DE 1-800.282-9565) NOT APPROVED FOR Ct�NSTRUCTIUN PROJECT No.: V122 1 OQ C;.�R}A{N.yN BY: JLP/r•R�TyiY' CHECKED B 7 : Lti*.i_i DATE: 02119/13 SCALE: 1"=40' CAD i.D.: SSQ PROJECT: INITIAL SITE PLAN -^--^--� FOR 5TH STREET STATION I LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA B O H L E R E N G I N E E R I N G 28 BLACKWELL PARD LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fara: (540) 349-0321 www.BohlerEngineering.com cs DANIEL R. HINES fit' , 11 .0 LIC, X76 7,0 1 I s �,'. j`#11 I-IItIAL , . SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PTA 5jOF U 0 <QCL > 0 W iIz C?4 Q G V C ... EJ.I i� LLR � 11 FUs � 'cr '� 44 �%6 cag,wigu,ft IN 9 � ♦oo ♦♦O f 6 t;, -0 W a. i I § < 'rqR", � � I i W 4^� . u 3l0-Yf 3*- WV9 jg� m0 < @I K � )- i' i d` I22z #- Q_�0! 5 6ffi I - 0-4 ,*Woo ;.g 0 W an 0 Cf - i ,4 „5 O w W4 0tf wz j^ I11 : ;X I���jK ;X 0 ,< ,< c z O IM:r k.4 > W � w g 1. N zr�yy 2 11 8 `t"d tom•+ Cit i! - w 1,rq 0 6 aL r J -8g V �E SONS REV!! DATE 1 COMMENT 1 BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-2454M) (PA 1-800-262-1776) (VA €-800552-7001) (MD 1-800-257-7777) (DE 1-800.282-9565) NOT APPROVED FOR Ct�NSTRUCTIUN PROJECT No.: V122 1 OQ C;.�R}A{N.yN BY: JLP/r•R�TyiY' CHECKED B 7 : Lti*.i_i DATE: 02119/13 SCALE: 1"=40' CAD i.D.: SSQ PROJECT: INITIAL SITE PLAN -^--^--� FOR 5TH STREET STATION I LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA B O H L E R E N G I N E E R I N G 28 BLACKWELL PARD LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fara: (540) 349-0321 www.BohlerEngineering.com cs DANIEL R. HINES fit' , 11 .0 LIC, X76 7,0 1 I s �,'. j`#11 I-IItIAL , . SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PTA 5jOF CITY TAf 21B. PAR 50.1 ZOAEDHW ! j USE.- RESTA VRAATT CITY TM 21B, PAR So CITTM 7ELL SI)PPL YL TD USE.- RESTA URAArT PAR. 49 NIFBOSU ZONEDHW ft{ D. R Y 21B 714 pg 580 (C N1FBVRGERBUSTERS'rNC ZONEDHW f�i D -B- P9 -fN PLA T(CkX) USE. ALIRKET& GA,5 D -B- 650, It I Pg, 342 (Ci� v) NIF B- TIGER FVEL Co D-6�7 101 P9 15 PLAT (Cit D. B.18 (C yj�y)r 4 D- R 473 P9 579 PLA T (Cio),. I CITY T -M 21B PAR 48 ZOATDHW (--NIFBAT USE.- REsT,4 &7?AA7T p, ES TA URANT, CR 0 up I VLL C D -R 691, p g293(C D- B- -f 73 Pff 579 PLA T (City) d d f L= --- — — — — — — — — — — — — — — — — — — — — — — — — — k —4- 7 .. ... ......... if i -"7 ,._ . . . ... ......... .... 0 UL < am -0 z Z Ul z m 2FO 81 Iu Ir 0�- om LLJ 0 -g 0 • 0 2:;�'yl >z 2 OLL LE z Z' OW IM) 9 0 LOU w z rT-1 0 -F- P z 4d Z - 4 ;> REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH$ SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800,245480) (PA 1-800-242-1776) (VA 1- 0"527001) (MD "00-257-7777) (DE 1-8OO-282 555) .j .... .... ... .... NOT APPROVED FOR N% . . .... ..... . . ........... ii CONSTRUCTION . . . ....... A. f 'A"I'l. PROJECT No-, V122001 A j '3� �•DRAWN BY: JLPIRTY Qm r, CHECKED BY: DRH DATE: 02/19/13 SCALE: I'd Y\ .. ..... ..... spo'� CAD I.D.: . . ...... 1 41 ............. . ...... . 0 6�yv . . ...... 0 A - v - IV%, ..... ... . ...... IY J\ A 0 ,V poND DEI�"- 52 (city) i� 478, P9 0�u R . . . . . . . . . . . . . r ............... 7AN" N Mill IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED NTH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FWD A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS ORAPPLICAaLE CODES, IT ISTHE CONTRACTORS RESPONSIBILITY TONOTIFY THE PROJECT ENGINEEROF MOM IN WRITING PRIOR TO THE START OF CONSTRUCTION- FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN r "'N 101 I Milo, I 110"MIUmmall OWNS 4P— Q. . . ... ............ --7 I3- r-7 5i1j3653*081 -�-77777 -T-- 3101610 -1 - . . .... ..... INTO '4 f� a Ing. is g1l v Lc TfE4'rci go IV. 3, "18 rk WA 'y L 7D FP FP Fp F' —20 '0-1 ASP, _0 FF V fi ip 'ENT, 1 4., MORIT211210 STM B vx A J.'wr , Wfl efo 7Z+GF ST 40 20 10 0 40 1"=40' NOTES: I . SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 1511. 3. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 4. ALL SIDEWALKS SHALL BE CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL PAVERS OR STAMPED CONCRETE. 5, 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVILLE AND VDOT. LANE IMPROVEMENTS SHOWN ARE SUBJECT TO CHANGE. BOHLV-Jllc ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone- (540) 349-4500 Fax- (540) 349-0321 www.BohlefEngineering.com 0"DANIEL R. Ii NES "P ic. 3176 AJAL SHEET TITLE., SITE PLAN SHEET NUMBER: A OF 63 GENERAL NOTE; S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJ� .K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULO THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATN : SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORI UTING PRIOR TOTHE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTTTL EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS R Ic 0 A.VOIV qT IR -PT \ EXTENDED STATE ROUTE 742 tom} COUNTY TM. 77 PA.. RE Z®ATD PD SC USE: VACA..tVTLAIND A VONHOL 12VGS LLC D.E. 2872, Pg 510 (Co) RE. 894, Pg 18fIPLA T (Co.) T S32015'50"W 3661.3' — — ,4„«rs, PROP, 4' GRl `t✓f X Kt tF� �f, 4..ud3t >§ - },w+ k '. RIGHT-OF-WAY LIMITS OF--' DISTURBANCE a NT JLlq E LIMITS OFY' fl DISTURBANCE i ?� PA t 819' PA 215' C:1 IST= 4 *t18.i4„, Y t ,rte PROP. RIGHT-OF-WAY----%, !� O -— W E�= 49+7 � 1 eta 2oa' is � � _ —► !f`(7 s ' I j v i PROP. TRAFFIC SIGNS AVON STREET EXTENDED - STATE ROUTE 742 (DESIGN BY OTHERS) 1- SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE: BEARINGS AND DISTANCES, 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 3. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 4. ALL SIDEWALKS SHALL BE CONCRETE UNLESS OTHERWISE: NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. fl- RIGHT-OF-WAY 40 20 10 0 40 3 1'= 40' I LL LLE z� O CC�F� H aoaoi Q LL O ♦ g ¢a m} 0 11 ¢ZLL' ow 5 H axozw c�v es��• r i�► �a V w z ja w v F rzn r z o Z3 y r z � � z ur P,EVISIONS REV DATE I COMMENT J BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800445.4848) (PA 1-804-242-M6) (VA 1-800-552-7001) (MD 1-800-257-7777)(DE 1.800-282-8555) NOT .APPROVED FOR CONSTRUCTION PROJECT NO,: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02/19113 SCALE: 1"=4U GAD I.D.: SPO PROJECT: INITIAL SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax (540) 349-0321 www.BohierEngineering.com gin DANIEL: R.'HINM'V P .p Lic. No. 043176 AL �G SHEET TITLE: SHEET NUMBER: 8jOF (VA. ABLL' IDTHRIW) LIMITS OF SHPB 4� , Pg .� PLAT(C® DISTURBANCE _....._.__.. rJ��� Pg.3-4PLAT (Ca) r 1- SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE: BEARINGS AND DISTANCES, 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 3. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 4. ALL SIDEWALKS SHALL BE CONCRETE UNLESS OTHERWISE: NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. fl- RIGHT-OF-WAY 40 20 10 0 40 3 1'= 40' I LL LLE z� O CC�F� H aoaoi Q LL O ♦ g ¢a m} 0 11 ¢ZLL' ow 5 H axozw c�v es��• r i�► �a V w z ja w v F rzn r z o Z3 y r z � � z ur P,EVISIONS REV DATE I COMMENT J BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 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GENERAL NOTE: T IS THE RESPONSIBiLFrf OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECI 3W SCOPE PRIOR TO THE HTWTION OF CONSTRUCT)ON, SHOULD I)IB CONTRkCTOR FIND A CONFLICT WITH THE DOCUMENTS RELA-RVE' HE SPECIFICATIONS OR APPLICABLE CODE$, IT IS THE CONTRACTOR!S RESPONSIBILITY TO NOTIFY THE PROPECT ENGINEER OF RECORD 11 NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRAVrOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE MPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND .... . . - 11 .isr . I I MATCHLINE - SHE , ET 9 1 , / , ,;,e � 4// " ­ - ___�_. -11 - I - - - - - - - - - - - - - - - - - - - - - - I __ —1 -;rz_-_-_­--- -_ -"No: --- - -- _� , - I , - , .11 Y� __1 I'R'11� __1. 41� " . !", , e - , I , %�11 .� W'S. 1 ;; �; -�: ��.�. � - __ - �� X�15 - . -------- :__��_ 7__:�_�_ _:�i7H� �_ , -- . 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Iff LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA I.. - --) mm m1m WMWA I I'a a ___ I . . 1111 �M�11 m_ 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 34M321 1% www.BohlerEngineeting.com � im W DANIEL R. HINES "P .0 Lic.,No 43176 . � 5# " 1 X,�,�-5 W. I , I I . � ' , N, 11 ' . I Al- '.., �_.. . ...... ,,,,,,,,,,,,,,,,,, ...... 6 ...... - � SHEET TITLE: SHEET NUMBER: 9A �% OF 63 -.--.O I 7 .;#��+i.i* �' t iJ/rf �< t r7 Y _, '`t` �t;°J�Y �§ i � r T � J i ! �\ `\ ; \ ` 1 , `t , t• \O '�`' �r�; Yr�{�'`#�� �r`�t'f � `'`•.\ }r ++ i, !7/ r? r ,w'��.:,. � ? 7 � t t � � � , `\` 1, 't ,\`\>Y \`, \ \;� ` , ! Yi `Y\! 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GENERAL NOTE: IT IS THE RESPONSISILITY OF THE CONTRACTOR TO REVIEwALL OF THE DRAWING-$ AND SPECIFICATIONS ASSOCIATED WiTH THIS PROJECT YORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR PING A CONFLICT WITH THE DOCUMENTS RELATIVE Tc THE SPECIFICATIONS OR APPLICABLE CODS, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CON'T'RACTOR TO NOTIFY TI E PROJECT ENGINEER SHALL CONSTITUTE kOCEPTANCE OF FULL RESPONSIBILITY SY THE CONTRACTOR TO OWLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND $ REVIS' 1��j 4ylI�T4 REV DATE COMMENT BY i i S I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURS THE EARTH'S SURFACE ANYWHERE IN THE STATE. ON VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245"4848) (PA 1-800-242-1776) (VA 1-800552-70£11) (MD 1-900-257-7777) (BI= 4-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRI-[ DATE: 02119/13 SCALE: 1 "=40` CAD I.D,: GPO PROJECT- INITIAL SITE PLN FOR — °---- 5T H STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA al B H LER ENGINEERING !28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3419-4500 Fait_ (540) 349-0321 www. BohlerEngin eerir "ng. com SHEET TITLE: SHEET NUMBER: 9T3 JD OF 63 _j {l„ F L gg ©j2WT ♦*♦ S 0 ✓� � ELLS:."" ��Y�t��tS �E OmOXw m :7I !ti � HW4z � Z c t�aX z > REVIS' 1��j 4ylI�T4 REV DATE COMMENT BY i i S I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURS THE EARTH'S SURFACE ANYWHERE IN THE STATE. ON VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245"4848) (PA 1-800-242-1776) (VA 1-800552-70£11) (MD 1-900-257-7777) (BI= 4-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRI-[ DATE: 02119/13 SCALE: 1 "=40` CAD I.D,: GPO PROJECT- INITIAL SITE PLN FOR — °---- 5T H STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA al B H LER ENGINEERING !28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3419-4500 Fait_ (540) 349-0321 www. BohlerEngin eerir "ng. com SHEET TITLE: SHEET NUMBER: 9T3 JD OF 63 WNW I , A71"'I /1", IkCl I I I , , ,,,, -,/,,',,, -rl-Z"" , ,/ , , .,/ " :> I /,,,, " / 11 11 . I 71 7 ��, , / I, I ,` , , , I I " / I. , / ., , " . , I , I , , , , , " / , , �� / // .1 I ,/ , I , / , "" �,/,, I ,` I / 'I, I,/ , . / // I ,,, I- ,�, �, -11 I " , / " ,I , , �� " ", I , , I ,,�� - I. " / -- , I I I I /��. ? 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SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 16% IT IS THE RESPONSIBILI'l Y OF THE CONTRACTORTO REVIEWALL OF THE DRAMNOS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATwE To THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. 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I � I i i � ! I I - - . I ; i I � i � I I � � ; I I � � i i i � i i I z � i I � � 3 � I l I � ! i i i ... I i I � : l i I i i � � � i : ) � i i I i i i � i � c ; � i z � I i � � � � i i I I i i z z i c i � I ; i ; i i ; i I i i � THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE - (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-2454M) (PA 1-800-242-1776) (VA I-BI00-562-7001) (MD 1-800-257-7777) PE 1-800-282-8555) L A - NOT APPROVED FOR L r'PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19113 SCALE: 1'=40' %,,.CAD LD- GPO.j PROJECT: - - W-0 FOR 5TH STREET STATION LOCATION. OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA : 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax. (540) 349-0321 �. vwmBohlerEngineefing.com j R. 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FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN % ; L 7--,,-'r----r-- I I -1 ! 17, , 11, , � I 1\ I , k I I , , " , I 1 I ---j—, , � I -I- — 'I'll I " 11 ,-- `\ t ; - - T�KA7D�� 7-fC� ,I:-- A;L I 1 ; I , \ �'- 11 I 1, , , , :I , , I 11, ., I" 1. I - --, , \ 1� 71, , � , , . ; ioil,il I ., . 1 I t I i I z I ,.I' 11 , , , ` -1, , � 11 J I , " A "-/ ----' , - - � , , — — ", S I t . j , I , , , 0 *g f2l I I � \ % 1-1 � 1 � I � � I I I t -1.1 , 'I- - - , - , 1, -- — - �-' --- i " 1 t ; I 11111 I X � - "'fl, , "I- , , , , , \ t , 11, , � �--\*� -, I I . ", I 1, 11 � \ I I I" ,_-, �1, " 11 I" 1, , �, , , I ". �% " 0.4 Kb 0 F -- - I --� 01 go �m - �*-�--:--.�4, ,,k .1 11 1, I I � 1, ; ++**** , I - . I \1 % , I � -1 \--l—, '!, " 11 — I . —. I I � -- '-7' "� I -- I I � , , q. �— — , " � 11 I - - ; �, , I � � -, t� I � �E yy- . 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MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". -44 '* I I= 1N 1j, g iE mbMbb,- ioil,il *:� 0. 0 IN 0� 0 *g f2l 1z Z t4 0 2� ZO ZZ. 5 ull � 14 ' ' - , t 1� I / I I I I , 3 ) I � 40 20 10 0 40 , I I x j I I 111= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". P,EVISIONS REVI DATE I COMMENT I BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE - (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VA I-000-552-7001){MD 1-800.257-7777] (DE 1-800-282-8555) - I-- NOT APPROVED FOR .PRtJIT 5isa.: V 122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19/13 SCALE: 1"=40' �.. CAD I.D.: GPO.� ---- r' PROJECT: INITIAL SITE PLAN FOR 5TH STREET STATION LOCATIO.NLTOF SITE NORTH OF — 64 BETVtfEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA � I III w Ilk Is i 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax:(540) 349-0321 --.---�-- --- - Ir-�Lu - - 1.HEET TITLE: SHEET NUMBER: 9D 4�. 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". � '.'� 11, � I ---- , - A - ��' <-- 'I '.. t " / j " f I % "k . . . . . .. : , , " � 1, . I - . .I- � . � �;;; -�r:7� 1 � � .. ; I I I 1� I I.. N, .� .. �' � , " -:'M-"i'x' IF iliil'�;,"'.' , .. , I '� � I I I � I I I I k I I ' ., , �� �- - ' "I'll. i � . I D i , I ." "Ift ; � I ; L ! i 1 �4 " . , r 1, t I I .; !— —! I — — - , -'-��-,"� liv, . I I , , 1, , ! I I -P . , I � Ill I . ; I I j -.,f -1\ I � I i I I I � . , I- I I" . , , "\'--1 �&' .. �� A� INNN - 4P 20 10 0 410 � � I I I I I 1"= 41Y NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 1&'. 9ENERAL NOTE. IS THE RESPONSIBILrFY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THM PROJEC RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-M4M) (PA 1-8M242-1776) (VA 1-800-552-7001) (MD 1-800,257-7777) (DE I -BOD -282-8556) �% NOT APPROVED FOR I - F- PROJECT No.- V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02/19/13 SCALE: I"=40' N..CAD I.D.: GPO j - , , "" -, r- PROJECT: .. , SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA . 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH 711E DOCUMENTS RELATIVE TO THE SPECIFICATION$ OR APPLICABLE CODES, IT 13 THE CDNTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT EWINEER Or RECORD IN WR171NC PRIOR TO THE START OF CONMUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWM AND IN 94 ralll" , _W1,01 . ,tq -I �. OF -N . -, I � jj� < � �E � 1 0 > " 0 a < 2� T -!!g i 1 0 -- - - V 0 a: � . ll� Zc) 9 6 3 -� 11 — ��! 3% ?.9 O'i �i --I gm 1-4 :14 10: t�F . 0�- t; � ,O,- �=L ; '2 9 F. t t-) *#* 11 ;:5 x E: rp ;4 r ) � '0 I ,<, 1� L. p- �: (:CD n �6 g ;4p * Do -2 g . u ,=>-Q� i � SO � 20 ZO � � I zI", 9 t:� zl* � i CLIO, ;� �� OL U01 29 O" I -. 0 In i;� P� 9 H 0 z Z M ,< W 95 n C, K@ 4 , 4 ::z * Z9 �� w ;5 L. g 5 PQ 1-1 I:G I -W z ;r, .0 ?0 5 ;t C, u ik t ; >, ,< L; 04 ty , f- � ;c ,,� < � 9 11=1. -- W -t3 1� .... I.. �:) � 5 E A, 89 1- m z m �"T,l 0 1 �j ; 1 0 c� r, . u lz 9 0 Z, n 9. . *-I .� m > � 2 u 1 . %ft 11 - ----.4--."F r - REVISIONS REVI DATE I COMMENT � BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-600-245-4U8) (PA 1-800-242-1776) LIVA 1-800-552-7001) (MD 1-800�257-7777) (DE 1-800-282-13555) _ ld r, NOT APPROVED FOR "I"I. - r PROJECT No.: V122001 " DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02119113 SCALE., 1'=40' \.. CAD I -D- GPO III PROJECT: INITIAL SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 10 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax. (540) 349-0321 �� www.BohletEngineering.com _) U DANIEL R. HINES .0 Lic. No.p43176 K11 A - Xl- V/3 ,4 � In 014' 0 , �- , 0 - , .1 . 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[ __ _ _ ale 4 - _ - 11 11 _ _ -- _ _ 7. % „_".-�-:_ Irv. , __..:_... -... -.._�...._..«__.__.__........."__...-.._....... .._ _" v__� ...��_:__.___...�"�.. .._...�. �^^- :......r +....r _...r ........s .. _. _..._... I ' J�.-�-`�Y _ - _ \\' - - - YI.T, - a , R T ATE J _rM T��� - �+ ^ - _--- 40 20 10 0 40 1"= 40` NOTES. 1.. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES" 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORK{ SEINER SHALL BE 15"r GENERAL NOTE: IT I8 THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT YORK SCOPE PRIORTO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE SYTHE CONTRACTOR To NOTIF'f THE PROJECT ENGINEER SHALL CONSUTUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IP s 'le �.02_ - - ____ - - ------------------- -, SF� ' Lu � L`I w�' i cr,�z0.¢ 5 11 P4CO1>-GID. LUZ �a i 2 L'!0K 15'0 19 LY ..i 91 w W r: 6 O1♦♦♦♦ 14 F Ca 5 1 Ay `Jj S Z � 9 W u ` a 6' 0 p2y_l� {Z _; F F f� m c/3 Q L3 Ci ♦*46 0'♦ 0 0 .fq °d 9 t*q ,a w v "'ti Cis � r a PCI W 1 I z E Z. g a � o gz � 4 _.max 4 I 9 I z�y"f En c_S i .r I u W t„f Aq 0 z cn ur S Z�d5 H 9. - J w z REVSDATE COMMENT : BY i I E f } I t i I ( ; 1 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA; MARYLAND, AND DELAWARE 81 1) (WV 1.800-245-4846) (PA 1-800-242-1776) (VA 1-000-552-7071) (MD 4.806-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 QRAWN BY: JLP/iii Y CHECKED BY DRH DATE: 02/19113 SCALE: 1"=40' CAD LD[ : GPO PROJECT: INITIAL SITE PLAN LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA f BOHLER ENGINEERING 28 BLACKW ILL PARK LANE,SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Pax: (540) 349-0324 Iv:B©h:lerEngin eering. cam U f f _ I L R. HIN S 'P .4 Lic. No. 3176 ar k'p 411 `_... SHEET TITLE: SHEET NUMBER: 9H OF 63 \1, 11 � � i i I , ____ I . i . 1, 1, I,, __ 11 16"N" 11 7 """ �___-z-__ <________f_' �� M'. 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V_ 1\ :111 s""Ir-1% n^�T )l41,1.1 \ \ 1 . ^�___PA %11. 1, 1. n 1 L 1, , \ A, -`~' `. � . ''' \ - `` I- 11 ^�,-`-` 11 ^` \ � Y �� \ ' � \ ��.�\ \�8�� �� � `-` -� `` 1H 11 \ `` .�-_-"'* 'HE""'T .1 ~\MAT .&-.d -.---- 5 . 410 20 10 0 410 1"=40' NOTES: 1'SEE LINE TABLE ONSHEET 2FOR PROPERTY LINE BEARINGS AND DISTANCES. 2.MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL 8E1G". CHLINEE S r�~ a -,- if j L'.. `� --`` . ``. \ `` I ``I \ ''`.1 ``` ~_'__�_---~` ° �­ -, ­ -1 , , i 11 I .1% z � /' `-`. ' _ \ , 1, .1, , !-1 ^�,_` ^`` `�*�7-~~ ``-`. t'. , . '. , 11'11 I- ."', __. ___ -11, __ I - � ``- �� � `. �� __. | _� ` \ �� 1.l `` ___ '\ 410 20 10 0 410 1"=40' NOTES: 1'SEE LINE TABLE ONSHEET 2FOR PROPERTY LINE BEARINGS AND DISTANCES. 2.MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL 8E1G". THE FOL40WING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARNG TO DISTURB THE EARTHrS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV I-800-2454848)(PA 1-800242A776) 00 NOT APPROVED FOR PROJECT No.: V122001-1 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: 1"=4V r'PROJECT- -I I INITIAL SITE i PLAN FOR 5TH STREET . STATION LOCATIOTNT OF SITE I NORTH OF 1-64 BETWEEN i 5TH STREET AND i AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 rSHEET TITLE: SHEET NUMBER: 91 OF 3 a -,- if 2 — crj w Er 44 w 0 � -0 § < ij W<1160 f1 0'"' 9 z 1; pq4; 0:� L� z = H THE FOL40WING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARNG TO DISTURB THE EARTHrS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV I-800-2454848)(PA 1-800242A776) 00 NOT APPROVED FOR PROJECT No.: V122001-1 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02119/13 SCALE: 1"=4V r'PROJECT- -I I INITIAL SITE i PLAN FOR 5TH STREET . 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NAI. � SHEET TITLE: GRADING PLAN SHEET NUMBER: gjOF F is tt t ft�S£ ,' YY a r �f IIT 'iul `F? i 1� IF?GIPVto S GRID ZQ4�NAD � z \ f 3 F�t�,,ratz�t}''#Sat # "... rr:.•;E"'s�vif7?�#:{f t�?3'�y�.?xk1i�`„x�th 1 'm'(� •r.~r s r .?ti try 5 �` ds\1��� tr rYy tias�i'�a a5 ; i;'i ,Y rta f 0 0 op OF ,......,� �•,� s �, t `� FF lt�i � �J }��'`� a£;i ����� •�z•I� � s�t� t. N sal A n?, rX. LOCATION ©F EXISTINC 8" 54N. SEWED, PIPE 7 E5 T` Pg 195 `a SAN rGl 7�I i3 1{S'i �i�l •L # { Kffll CITY T. 1Y1. 21B PAR 51 CO TY �" M 761 1, PAR 2A%020 A CR ES April USE. VACS NTLAL�t,�L� � .fi f �' ���'` � � lF��c� II` .�A./ ER,4 G .L M R,.I-i .F RT.i.BJ LL'i/ / E i�'`�\ s i •9 \,^ D B. 2565 Pg 595 (Co) a� � �` DIM SITU BANG ,.R 930 Pg 428 (City) E D.B. 46¢, Pg45,�'.L,A T(C .) COUNTY TM. 76 1, PA. 2P 49.48"�CRES USE. VACANTLANV All 1�W E�'.,�,a' P.I�f�PE.RTI S LLC DB. 256595( Pg 595(Co.) D.B. 473 P 579PL,1 T Ci if IMITS OF DISTURBANCE r F- r ,S Ism, wr91%,MjT LINE'—SHEET v ATCHLINE"'. SH EET 1s m siiah..u� fis, 0 22 .. s 9A43 d �v�i.. CS t F uyY $£FY e< b; p Y ik FP pp GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATNET THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONS01fTY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRJTING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALE. CONST1Tb7E CCEFTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I AND c 3 5, x t•.� n � . &I 40 20 10 0 40 1"=40` NOTES: 1, SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". Z 1:3 ;F 0 -- ei z,a�w a 4� w n � � � Q i © m w�i LL a. 99 rL ° g W 9 CDw 0.'Zj? T2?QW IS ��~ 0 mOsuJ 9)Q=00 mw T!SG Cn :!k � z Z CC sir A w old 4� PVEV Y. SIO \ S REV DATE j COMMENT BY F I 4 E S 1 f THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARNG T DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE_ (IN VIRGINIA, MARYLAND, AND DELAWARE 611) (WV 1-800-2454M) (PA 1-SOO-242-1776) (VA 1-800-552'-7001) (MD 1-600-2'57-7777) ('BE 1.800-2'82-8555) NOT APPROVED FOR CONSTRUCTION PROJECT Na.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH HATE: 02/19/13 SCALE: 1"=401 CAD I.D-. UPQ PROJECT: INITIAL SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER E N G I N E E R I N G 28 BLACKWEL„L PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-€3321 www.Bohl rEn ine ` e errn .com 9► 9 .10 DANIEL R.. NINES LiC. N:). V 176 6 SHEET TITLE: UTILITY PLAN SHEET NUMBER: 101D JD OF 63 1 SANITARY -'.. Yf7i�'C'?£ " [�L RCP 3 0 . 1i}Y �5h�� •; sz3Sttt C PROP 77" Y RIGHT -OF-WAY MITSOF� DIST CE, #I `.K ..t '• t7 S'I tk sh r " Q �p z..: fvt — �� OtFCT©R APPROX. LOC. 19 PRIVATE UTILITY EASEMENT ­o PIR '.: r PROP. 77 :�, `� RIGHT -OF WA 877 PROP. GASP, SERVICE 15' RCP GI,f i' LIQ � 5 N T1L j I i V "w Y !$Y. k \ �s? ,n� \\\ is of { 4R t� a, LIMITS OFfi3 u r DISTURBANCE�'t`f'�1 \\\\ -114 Ilf�, �1 i `�'cc._r'�. I, .x., xi,?a. ,�Z,. �s)rtz ei•ir�-a'y5?,r��t., GUARDR�& ' W ti 'tza i PROP. ll ;sok" u _pp 8 8" DtP- WTERtINE f' r r iSlt —M M M M M U ��` ,ter:_, � •�. ��♦�\� � .° -..' � �. 52,287:SF 874 AAs HEIGHT 40' 4€[j m/ R ` I SHOPS 'i Y HEIGHT - 35 . c SHOPS ?SAN HOPS: 4;800 SF3 z \ 4:,80C1 SF i xHEIGHT 35'. HEIGHT r• 5 r, REST. i 4,387 SF " HEIGHT — 35 / r4t S 13 , ;J e; m? n a" 4 ,r x �a . b i ,r < rn&».+ j�.. :...5.c `.3.,�` ...w,w<r «:�..a,Y a'xC• f ,>5»t X�l.i . _.. <,. .r::,<„.•,,. :. ,:�..ofS�T� o c�,��? .p,..w1=, ,,•�a(zs.F>r,s,:T.4,.e<r.x t. x�: -.A �ri r ' �Exj 7 c•xmEtIt#. �r...<F1.-,+z"...9">.'�>r.t , . �'a�r,r--t.->}.m".� , m<,-� . � .. 4�2 }4 MATCHLINE " SHE"rr_`.�T 1 M M M M M hA M �'RLIP. B` IP WATEF EM M Nt Nt M M �'ti APPRO, /N,A. T,I e. STM s STM APPROX. LOG. r r , 'N °` B21 B24 STM PROP. I C3P. GAS 15" RCP 15° RCP CP 814 ' 611 ' SERVICE ,. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FINIS A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRMNG PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO N07IFY THE PROJECT ENGINEER SHALL i DNSTFP,;TE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN ..x \a� LIMITS OF DISTURBA s s11000170 t.r.ti r 1 I� a�. MA'" CHLINE - SHEET I S �������Lc"ftTi�t•.IXS�4?a.a •'�`x•�i%���!�S��,xtE: \ 40 20 130 0 40 NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". REVISIONS [REV I DATE I COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TCI DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE all) (WV 1-80fl 245 4848)(PA 1-800-242-1775) (VA 1-800-552 7001)(talc€ 1-800-357-7777)(DE 1-800-282.85 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH HATE_ 02/19/13 SCALE: 1'=40' CAD LD.: UPo LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL AL..BEMARLE COUNTY, VA r 128 BLACKW LL PARK LANE, SMITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fa) 5400 349-0321 SHEET TITLE: SHEET NUMBER: to OF 63 LLL { a ce�5 44 ~ C 100 110- 35 10L 07- z..... gQ -9 m>:OZ0 � E:.1 ,.,,a OT Z. 9z� �444•} f cr ` .to Z S21 z z m ti�Mx Y> V � � REVISIONS [REV I DATE I COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TCI DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE all) (WV 1-80fl 245 4848)(PA 1-800-242-1775) (VA 1-800-552 7001)(talc€ 1-800-357-7777)(DE 1-800-282.85 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH HATE_ 02/19/13 SCALE: 1'=40' CAD LD.: UPo LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL AL..BEMARLE COUNTY, VA r 128 BLACKW LL PARK LANE, SMITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fa) 5400 349-0321 SHEET TITLE: SHEET NUMBER: to OF 63 I 4RCPA�tP""� 'tom, (�`� ' t;t>''s, E,Y}.1yt LIMITS OF ON tsnaAc / Y AlS }}t3Nc i I sv} Y' F "�k t �t✓x�rSk} � �#'fr - 't it r Ap tt t{ E r/u #; sf tr � rt ,{u ff s li�ljF r�r�i. M YJ}r;. °<?ru�3k�lt#��s� gv '� t -egg St LIMIT' OF DISTLIR13ANCE fY / il. _'Y$y} moi' �✓ ,f fill n w It MR z£ aQ a Et �z w 0 454 t Hy; sits`': �'✓ 'v \le F 4 �4„ w �t✓ ii+ �/r� � A2 } / 3;` ttt�# I LIMITS OQq-i �j D35TUFtBANCE S a w 4r ti STM GUMRAIt SS4 ss 5 aj 269.65 - F PVC Q 0.50% vllk1rR —A t ii € STM 15° RCP -� �x 2 A60GUARD [L i ? N I Al ''z k "i`' 1' tit £�}� � � 1 --; yN f� VAULT A i El TCHLINE"' - SHEET 10Cf1-",,,',11-,-�'1 Imo! RGi Is 01 t} M M M PROP. 6"�IP WATE�3� M 5 syj ST S 82 15° RCP 24l rI Q 24 p € zt a I� c r �r 18" RCP 15" RCP �xi1,rS }�u. I�-- r L�,. . r a< 3rtr r?t. s 3 r r^_�..�.,. }`d p ,,:,"l. '�`•�a:F+na w"'�':. .�"s» .<.. ,^'. �Y ;33s�xLs, t u 3 LSka.[ GENERALNOTE_ IS THE RESPONSIBILf Y OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEE �KSCOPE PRIOR TO THE INITIATtON OF CONSTRUCTION. SHOULD THE CONTRACTOR FEND A CONFLICT WCCH THE DOCUMENTS RLATM fE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD BITING PRIOR TO THE START OF CFNSSTRUCi TON. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL COHSTITU' :EPTANCE 0 F FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED 8Y THE DRAWINGS AN CONFORMANCE WITH LOCAL REGULATIONS AND CODES, - X15° RCP zs. 2960 8" IF @-Cr 10 — t � _ 8 t 3P k50 44Ii 'i STM : 15" RCP ON A33 r III STM — — ........_.... A11 3s° Inca owl 4O 20 10 0 40 1 x^ 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL. BE 16% REVISIONS REV RATE I COMMENT I BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 4-800-2454M) (PA 14M-242-1776) (VA 1-800-552-7001) (MD 1-800-257.7777) (RE 1.800-282-6555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: 1(122001 DRAWN BY. JLP/RTY CHECKED BY: DRH GATE: 02119(13 SCALE: 1"=40' CAD I.D.: UPO PROJECT: � INITIAL PLAN : STREET_ STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax (540) 349-0321 SHEET TITLE.: UTILITY PLAN I SHEET NUMBER. 10D I. OF 63 g'tlCZ�¢ ZZ 0�,� Ir cc aaa 0 �E u G 0 Erni C ♦ pZ0�j 1% MAT'C;FILINE - SHEET 10C q& APPROX. L PROP. 61 SERVICE aa CP '37 24° ICP REST 0 24• 83� P. 000S 4 GUARD LF: HEIGHT = :36 JE�' P "1\1 A P x K, ' VAULT B v .> 15° RCP >1* m APPROX. LOC. PRORGAS SERVICE �1MATCHLINE - SHEET IONG 111111; GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROdEt ~ K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RSAITA E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD ilTING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTiTU EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN F 151RCp STM STM 8-Rcp 21 IMITS OF DISTURBANCE .Liv 10 -t." RO� I Z.,61P WATER TIR)NTO EXISTING 12' DIP WATER LINE s 0 LIMITS OF DISTURBANCE I 'AL OP. GUARD Xq 'M IFRCR--� m OF EXIST111W 07ER LINE ki zrrz s Or m i fit m "p, 1 , gmg 4�O 2 1 0 10 0 410 1"= 40` NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2, MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15", -17 DIRWAIER-UNE "'0KZ , ff'r l0i —m— m AA &0 0 l o x Z 44 Z 18 7,000 P, '0 -SF HEIGHT < x, > z x� x"K P,EVISIONS REV DATE COMMENT BY < 15° RCP >1* m APPROX. LOC. PRORGAS SERVICE �1MATCHLINE - SHEET IONG 111111; GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROdEt ~ K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RSAITA E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD ilTING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTiTU EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN F 151RCp STM STM 8-Rcp 21 IMITS OF DISTURBANCE .Liv 10 -t." RO� I Z.,61P WATER TIR)NTO EXISTING 12' DIP WATER LINE s 0 LIMITS OF DISTURBANCE I 'AL OP. GUARD Xq 'M IFRCR--� m OF EXIST111W 07ER LINE ki zrrz s Or m i fit m "p, 1 , gmg 4�O 2 1 0 10 0 410 1"= 40` NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2, MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15", W:5 "'0KZ , ff'r l0i 0 z &0 0 Z 44 Z 18 P, '0 = > > z P,EVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE $11) (WV I-aOO-2454848)(PA 1-800-242-1776) 180£15527001) (MD 7 SQO. -ffft)(DE I-890-282 8555) NOT APPROVED FOR CONSTRUCTION PROJECT Na_: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19113 SCALE, I"=407 CAD I.D.: up0j PROJECT. INITIAL SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA B O H L E R EN'GIN'EERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (W) 349-4500 Far. (540) 349-0321 www.BohlerEngineeting.com T A R. HINES ► LIC. o. 043176 SHEET TITLE: UTILITY PLAN SHEET NUMBER: oIH il OF 63 c OM PROP, FEh E 's LIMITS le ISAN 3 VAULT A m 'Hf�L-f li- --f M�.`�CHLINE - SHEET 10 —STM 3r RCP �21 @ 4 11SK 4er Rcp A42 STM A41 STM A40 a. RAIL r PROP. 8" DIPMWATER LINE m T-- I . . . . . . . . . . k1 C`* w 4 0 104 T4 Am mg! Ehit LIMITS OF DISTURBANCE GENERAL NOTE- 4 IT IS THE RESPONS SILfTY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 1811 WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENC -WEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAfLURE BY THE CVORN7OR TO NOTIFY THE PROJECT ENGINEER SHALL CCN$TnTF ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED SY THE DRAWINGS AND IN 4% AND CODES m APPROX. L PROP. GAS SERVICE 4UU PROP. I" D w— mumm-me ........... 010 L 82 40 2P 1C 9 40 1"=40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". JtA. REVISIONS REV! DATE COMMENT By THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-24544) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE; 02119/13 SCALE: 1"=40, Uvu CAD I.D.: PO -- LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA SHEET TITLE. NO w -ml I � SHEET NUMBER: 10F OF 63 IM APPROX LOC, PROP.GAS SERVICE c g `.i5 a[?�!dpSC��'Xu��'�[Y3�i�uaw�{v� ��i '.,M1 {.°✓.„5C_.v.. S€N - i+": i v no ,�>;':>:.. ct1,S.xF ., vya r .}x ... ,., •.S.UUsxp,K',Y. va�.i7 .i �.>� =.l'kt . . "M 0, a�4te�0.k� " u�ust�- .. A5i�izu� ys =a STM , A14 I STM A32 ' 15" RCP O# CC LEll E'. TCHLINE -� :"'3rh } v4 �lt`i"��S'3.?ti�sxs���a"t?}?k}Y#}�.��:Y?.`-;�•",#'Ki� J's 3,, 1Jsfi.. `'�br.a ,.wxYfi. ucz.iaa I�apn fiLP --� SHEET 10E V LTCB As, FENCE `—LIMITS E i;u DISTUR r)r5,�z£Yuv 4jiY7'i�R.�"$v ON NXIN"N>.,.r[PY aaCLIg Q { LIMITS OF pI DISTURBANCE '4=r 4"l ?4y£ 38 IM QM Asx ?� Alt 10 w vv W vvW--- # W W Yv vv W vv—vv—w—W i f WW VlPROF. --W 4Y W— - -t-^ / / i $ DISTURBANCE P ,k GUARDRAIL GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REYEEW ALL OF THE QRAW€NGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR i 0 THE?I€iTtATION pF COddSTRUGTiOIi. SHpUtI] TYIE CDTdTRAC"i O=ff F{NUJ A GONFL(Gi VY#iN THE QOC#.3h+TENTS I�LATi+lE Tfl THE SPECIFICATIONS LiR APPllGABtE C(#QE$, IT i5 THE GONTRACTpRS RESPONS[BIi.(iY Tp NOTSPY THE PRp.IEGT ENO#NEEROF REGORC! 1N WBSIi�iG PR€C� TO THE START OF CONS'iRUCTION. FRIIURE HY THE CONTRACTOR Tp NOTIFY THE PROJECT ENGINEER SHALL C�tS'#'CM E ACCEPTANCE � FULL RESPONSESIL€TY BY THE GpNTRAGTOR TO CpMPLETE THE SCOPE pF THE YYt3RK AS QEFINEQ BY THE QRAWlNGS ANp #N c i;u r)r5,�z£Yuv 4jiY7'i�R.�"$v L-t3.Xk.c4 .tY;�%: NXIN"N>.,.r[PY aaCLIg Q { LIMITS OF pI DISTURBANCE '4=r 4"l ?4y£ 38 IM QM IM IL M 10 O .. Z pi� jj�s 1.9 tit3 }f a°_� r m}voce 0 It z GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REYEEW ALL OF THE QRAW€NGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR i 0 THE?I€iTtATION pF COddSTRUGTiOIi. SHpUtI] TYIE CDTdTRAC"i O=ff F{NUJ A GONFL(Gi VY#iN THE QOC#.3h+TENTS I�LATi+lE Tfl THE SPECIFICATIONS LiR APPllGABtE C(#QE$, IT i5 THE GONTRACTpRS RESPONS[BIi.(iY Tp NOTSPY THE PRp.IEGT ENO#NEEROF REGORC! 1N WBSIi�iG PR€C� TO THE START OF CONS'iRUCTION. FRIIURE HY THE CONTRACTOR Tp NOTIFY THE PROJECT ENGINEER SHALL C�tS'#'CM E ACCEPTANCE � FULL RESPONSESIL€TY BY THE GpNTRAGTOR TO CpMPLETE THE SCOPE pF THE YYt3RK AS QEFINEQ BY THE QRAWlNGS ANp #N c t i EXISTING IW//VZV ., CPA L Yx{ I ii�3;'s'� ��t LIMITS QI -c✓{3 DISTURBANCE �q� "5'rFs,'��'r�,,�)v&�ar�`..3 \ �, �• . W. ba 4 �( P�> - C,, €��YT.M.. 76MI, ��� �� ��� � p 9222ACRES USE. STORAGE WAF-EHOUSE A1. WERA PROP,. RTIES'LLC DB 2551,g 477(Co) D.B.595, 'g 1 PLAT (C© j S 89025'30" W } !'�${�Z� �JS 40 20 10 0 40 1 "= 40` NOTES: 1. SEE LINE TABU ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". r)r5,�z£Yuv 4jiY7'i�R.�"$v L-t3.Xk.c4 .tY;�%: NXIN"N>.,.r[PY t i EXISTING IW//VZV ., CPA L Yx{ I ii�3;'s'� ��t LIMITS QI -c✓{3 DISTURBANCE �q� "5'rFs,'��'r�,,�)v&�ar�`..3 \ �, �• . W. ba 4 �( P�> - C,, €��YT.M.. 76MI, ��� �� ��� � p 9222ACRES USE. STORAGE WAF-EHOUSE A1. WERA PROP,. RTIES'LLC DB 2551,g 477(Co) D.B.595, 'g 1 PLAT (C© j S 89025'30" W } !'�${�Z� �JS 40 20 10 0 40 1 "= 40` NOTES: 1. SEE LINE TABU ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". REVISIONS REV DATE COMMENT � BY THE FOLLOWING STA'T'ES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (ISI VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245 4M) (PA 1-840-242-1776) (VA 1-800-552-7001) (MD '#-840.287-7777) (DE 1.800-282.8555) 00 NOT APPROVED FOR CONSTRUCTION PROJECT NO-- V122001 DRAWN BY: JLPIRTY CHECKED BY, DRH DATE: 02/19113 SCALE: I"=40' CAD i.D.: UP(? LOCATION OF SITE NORTH OF 1-fi4' BET1iVEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINE ERIN G 28 BLAC}CWELL PARK LANE, SUITE 2€11 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 ,n►wvw.BohlerEngineering.com W --DANIEL. R. HINES -P .� UC. Np. 0"3176 4r SHEET TITLE: UTILITY PLAN I SHEET NUMBER- 10 UMBER:1 OF 63 ■ aaCLIg Q � ca Li- �Z�Z�iI O Z 38 IM QM IM IL M O } 1,` Z pi� 1.9 a a°_� r m}voce z � G=i " 4 V z x H #wM p w c z cc a� Old !' 2 Iz REVISIONS REV DATE COMMENT � BY THE FOLLOWING STA'T'ES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (ISI VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245 4M) (PA 1-840-242-1776) (VA 1-800-552-7001) (MD '#-840.287-7777) (DE 1.800-282.8555) 00 NOT APPROVED FOR CONSTRUCTION PROJECT NO-- V122001 DRAWN BY: JLPIRTY CHECKED BY, DRH DATE: 02/19113 SCALE: I"=40' CAD i.D.: UP(? LOCATION OF SITE NORTH OF 1-fi4' BET1iVEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINE ERIN G 28 BLAC}CWELL PARK LANE, SUITE 2€11 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 ,n►wvw.BohlerEngineering.com W --DANIEL. R. HINES -P .� UC. Np. 0"3176 4r SHEET TITLE: UTILITY PLAN I SHEET NUMBER- 10 UMBER:1 OF 63 ■ GENERAL NOTE: IS THE RESPONSOLITY OF THE CONTRACTOR TO REmPW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRcJe kK SCOPE PRIOR TO THE INTAtON OF CONSTRIJOTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RIPNG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONS71TU` ,EPTANCE OF FULL RESPONSBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAMNGS AN CE W ME& -ffJ4 L=L REGULAT.10 , NSANDQ cok AVON STREET N EXTENDED - STATE ROUTE 742 111111'''IN "m COUNTY T.M. 77, P,4 11.E 21.165ACRES ZONEDPD-SC USE: VACANT LAND A VONHOLDINGS LL C DB 2872, Pg 510 (Co.) D.B. 894E Pg 180 PLA T (Co.) LIMITS OF DISTURBANCE PROP. RIGHT S 320-1550" W 366.131 "wgp R 9 V 0, 01 ------- LIMITS OF --j DISTURBANCE w RIGHT-OF-WAY 010090plikal- M ATCHLIIVE - SHEE"d' d0i E 1:1 PA Ky w1m=24y, —e— . aO D.B. 8W Pg 180 PLA T (Co.) AVON STREET EXTENDED - STATE ROUTE 742 (VAMBLE WDTHR199 IMITS OF SIIPB 4 97PLAT(Co.) Pg2 DISTURBANCE SHPB 9 -4 PLA T (Co.) Pg 9 &V mlwllzwll MhuMma kal awlaW mumvm� 1s 13 1"3 VA& E NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 40 RIGHT -CIF -WAY =I 110101101 40 20 10 0 40 1 40' mllmmml w COLTA7Y T.M. 77 P,4R. 11E 21.165ACRES ZONED DSC USE. VACANT LAND A VOATHOLDLVGSLLC Db 2872, Py 510 (Co.) E 1:1 PA Ky w1m=24y, —e— . aO D.B. 8W Pg 180 PLA T (Co.) AVON STREET EXTENDED - STATE ROUTE 742 (VAMBLE WDTHR199 IMITS OF SIIPB 4 97PLAT(Co.) Pg2 DISTURBANCE SHPB 9 -4 PLA T (Co.) Pg 9 &V mlwllzwll MhuMma kal awlaW mumvm� 1s 13 1"3 VA& E NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 40 RIGHT -CIF -WAY =I 110101101 40 20 10 0 40 1 40' mllmmml w REVISIONS IREVI DATE � COMMENT BY1 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH $ SURFACE ANYWHERE IN THE STATE (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245- M) I-BM242-1776) (VA 1-800-5,52-7001) (MD 1-800-257-7777) (DE 1800-282-85551 --of NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: SCALE. 1 --40' CAD I.D.: UPD) PROJECT: INITIAL SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 SHEET TITLE: I UTILITYPLAN I SHEET NUMBER: 10-f OF 61 LL ui L U Z z 0 mns 0 Z- 6i uj gg Z' z i Roe OWN! 0 CD z E-4 zz 0 >4 z It Z Z > REVISIONS IREVI DATE � COMMENT BY1 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH $ SURFACE ANYWHERE IN THE STATE (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245- M) I-BM242-1776) (VA 1-800-5,52-7001) (MD 1-800-257-7777) (DE 1800-282-85551 --of NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: SCALE. 1 --40' CAD I.D.: UPD) PROJECT: INITIAL SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 SHEET TITLE: I UTILITYPLAN I SHEET NUMBER: 10-f OF 61 I L-11111111i7a to , / j ,q � . 11 i I I I I/ i I ; I ar ; I 1 rInc, ___ ', .. s G �l & . 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"ol 4.11a __ rimil I . � 1111 ... - ­ , , , __ - - -_,,�-­-7_::----��_---- , - Ili ____ 11 ... _­­­ .... I � ------------------- ­�k y ,- ,� ----- . � 1p - . --- j 7 "s - / . i :�_�____ - .� I MATCHLINrl - I I It � k \ - -�� lawll� --------- - - " . .............. I 40 , ! \ � . -- --- I / Irv. 1�'�,JL I - " - I - , ", -- 7T e "I , I , , . .1 . -- - - _­ v- . ,-- ,- " . .. I % .... .. a, __\ , dU��I , � ',� 1� ,_,� ',;Nlll��_. 1111k ,. I VI , 1. I Iffat"R, // c \ , I - --- k� _,:!:�;�� .. 4P 210 IP 0 410 � I � me?IIIIIIII i I"=40' � i. . 0 - I . . — . � a , . , Mal!ITA! I I I SENERAL NOTE � IT IS THE RESPONS0LITY OF THE CONTRACTOR TO REVIEW ALL OF THE D -R -A -WINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRCUECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTIOW SHOULD T14E CONTPACrOR FIND A CONFLICT WITH THE mmmEmTs RELKI IVE TO THE SPECIFICATIONS OR APPLICABLE CODES. IT IS THE CONTRACTORS RESPONSIBIUTY TO NOTIFY THE PROJECT ENGINEER OF fa= IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE SY THE CONTRACTOR TO NOTIFYTI-E PROJECT ENGINEER SHALL CONSTfflJr_ ACCEPTANCE OF FULL RESPONSaLlrY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED aY THE DRAWINGS AND IN I-. - - FULI 00 I -1--.1- - ----- NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE IF. 3. 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVILLE AND VDOT. LANE IMPROVEMENTS SHOWN ARE SUBJECT TO CHANGE. LOCATION OF SITIE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 1% rSHEET TITLE: I'll, I . w I I _.______ I .1� . SAEET A JBER: I � . ; . . I ; . . . I 1 11A 11 I OF 63 i__ ------- - - - -- - - . I . - A -`', "'�S.s; u}Site } t 3'v. lfi 43 _ •\., a ,� i = = r �. .. . ! 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER %iACL CONS iITL i E ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES, 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER. SHALL BE 15", amti`. A,_ VISIONS i REV I DATE i COMMENT Y : < , Li THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE_ (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (M 1-800-245.4848) (PA 1-800-242-1776) (VA 1-800-852-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT Na.: V122001 DRAWN BY: .ALFIRTY CHECKED BY: DRH DATE: 02119113 SCALE: V=49 CAD I.D.: LSO LOCA'T`ION OF SITE NORTH OF 1-64 BETWEEN 6TH STREET AND AVON STREET EXTENDED SCOTTSVILL.E ,MAGISTERIAL ALBEMARLE COUNTY, VA BOHLEX" E N G1 N E E R1 N G 28 BLACKWELL PARK LADE, SATE 2€1 WARRENTON, VIRGINIA 20186 Phone: (540) 349-45000 Fax: (540)349-0321 =.}Soh1erEngfneedng.com DANIEL R. HINES Lic. No. 045176 ar AL SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER. 11,1133 OF 63 Tei 7 � d H crz LU © Cs]'-u1�Od �xiz �L Z I y ti a Z m� zpi3 zzC?ufn 8 t ;iO50- � ra Cf: If fa G H g$ z < S VISIONS i REV I DATE i COMMENT Y : < , Li THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE_ (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (M 1-800-245.4848) (PA 1-800-242-1776) (VA 1-800-852-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT Na.: V122001 DRAWN BY: .ALFIRTY CHECKED BY: DRH DATE: 02119113 SCALE: V=49 CAD I.D.: LSO LOCA'T`ION OF SITE NORTH OF 1-64 BETWEEN 6TH STREET AND AVON STREET EXTENDED SCOTTSVILL.E ,MAGISTERIAL ALBEMARLE COUNTY, VA BOHLEX" E N G1 N E E R1 N G 28 BLACKWELL PARK LADE, SATE 2€1 WARRENTON, VIRGINIA 20186 Phone: (540) 349-45000 Fax: (540)349-0321 =.}Soh1erEngfneedng.com DANIEL R. HINES Lic. 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I i''1111 w . & A , "I',"", , - , - , - , - 1\\\\\\\\\1 � 9 I - I I GENERAL NOTE, 4 IT IS THE RESPONSIBILITY OF THE CONTRACTOR To REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED NTH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRLICTtON, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICASMUS OR APRICASLF CODES, IT 4 THE CONTRACTORS RESPONSOUTY71) NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PR04CT MINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY T14E CONTRACTOR TO COMPL0E THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. 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I i''1111 w . & A , "I',"", , - , - , - , - 1\\\\\\\\\1 � 9 I - I I GENERAL NOTE, 4 IT IS THE RESPONSIBILITY OF THE CONTRACTOR To REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED NTH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRLICTtON, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICASMUS OR APRICASLF CODES, IT 4 THE CONTRACTORS RESPONSOUTY71) NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PR04CT MINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY T14E CONTRACTOR TO COMPL0E THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15"� ,A� �, � � . ..j -I § it 0 .�<. <,:�'� R!K 51 pf � , o 2 :� 'S 0, RK I � Z �4 :� si os z � d W S I 2 �14 Co. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV I-800-245-4848) (PA 1-80D-242-1776) (vAi-wO-ss2-7m)(mD i-sDo_>57-m7)pE i.800�m.�5) �% NOT APPROVED FOR 11% - CONSTRUCTION _n ' PROJECT No.: V122001 DRAWN BY* JLPIRTY CHECKED BY., DRH DATE: 02/19/13 SCALE: 1"=49 ,%� CAD I.D.:_ LSO " PROJECT - INITIAL SITE PLAN FOR 5TH STREET STATION � LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA rput'"it, b g,�',,'l ,; 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 - � r%- A- &__ff____2_ - - -2-- rSHEET TITLE., 11 �wl I SHEET NUMBER: � � 1 1 c . � . . �, OF 63 00 - _... — - I I - � , I I ,.,---,- " "' I 1-il.-I. I 1, .. I..... �: ... ��­..::...::� :�%: . f ,I i I A" '�_ , -, �.,,, .1 1 , .� . - ...1. 0,._.,:1'--- - 1, . . 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PECFICATIONS ORAPPLICASLE CODES, IT IS THE CONTRACTOR$ RESPONSIBILITY TO NOTIFY T HE PROJEC,T ENGINEER OF RECOR �ITING PRIOR To THE START Or CONSTtZliCTION. FAIWRE gy THE CONTRACTORTO NOTIFY THE PROJECT ENGINEER SHALL CONSTM iPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED DYTHE DRAWINGS A IONS AND CODES. - - - - I � � 111. .."'.. I , N , , , , I , � 11 N �, , _ \ ,J' � — , v "Nii- ... i,,, -,_1 - I ,; I (r i �_ " ", - 11 �. "!,�, , \� 1, - f ,,, � __ -1 � . I t � - - - - �- -, - 11.1.1.11 I I ­1� \ .11.11, -��---�­­ ___ . __ X . --- " 1, - -, , .- ____ --- ____ ,-"- 'il I - " I i \ - - , -- - _T___ - , " I, _t_ �._.-, ." , �_ - -,-- , ; I ,§ \ , _,­ __ ____ . " .... "I . - Z_ __ . g - --L ---------- - .. 1. 1� V�1, � - . 1. I - I __ - 1, -1 " LEGEND: TREE CONSERVATION TREE CONSERVATION LANDFILL, AREA DEVELOPMENT AREA 1 (5.0 AC) I I (TO AC) . . i ; . ............ .. f._ . ....... - .�, . , 11 i . 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HINES 3P l , .0 Lic- No 043176 gr, , - 1 14 , I 10 '&�,�I,,7,e3 11W 4, IV ,a A . � f - S & SHEET TME: LANDSCAPE PLAN SHEET NUMBER: 11D k% OF 63 1 (__ I H . ...... HEIG T�=,35�.' ... . . .. N IINNF FF= 41, I---------- INII----------- -- III11C r.JE ATCHLINE - SHT"" III� . . . . .......... . ............ =1 II-PS2 N------------------ II> W\ N---------- ..... . ........ . .......... - - - - - - - - - - - .... . ...... .. . .... ........ I:REST. L . ....... . ... . ... .... -:A000:SF 17- 1: . .......... .. .. PIZ, HEIGHT 35' ... .. . .. ... . . ..... . . ...... . .... . ..... ... ..... .. . x ... ..... .... .. .... II7 NII........ . ... . . . ....... 140 IIIS Z (�;bh 2 -2 CBE If Ic— II:12,000 SR: MIN[�: I.�:��HEIGH ... ...... ...... . ........... B ............ T 3$'.�� . .. .... .... . ...... ... ...... ... IW . .. ... .... ........ IILIM[Ti' 38 >URBAN A J22 ----------- II. . ........ . fI...... .... .. . . .... ....... ....... . .... . ... . ... ........................ 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I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRCUECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD T�iE CONTRACTOR FIND A CONFLICT Wn THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOn RESPONSIBILITY TO NOTIFY THE PMECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAIWRE BY THE CONTRACTOR TO NOTIFY THE PRO=T ENGINEER SMALL CONSTITUTE ACCEFTANCE OF FULL RESPONSIBILITY BY THE CONTRACI OR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN �k ANCE WITH LOCAL REGULATIONS AND CODES. NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE IS'. AA � e2 ............... ........... ..... . . .. ................ MI ..... . ...... ..... ........ .. .. . ......... N. . . ... . .................. .. . .. . . ........ IfKuA. 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I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRCUECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD T�iE CONTRACTOR FIND A CONFLICT Wn THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOn RESPONSIBILITY TO NOTIFY THE PMECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAIWRE BY THE CONTRACTOR TO NOTIFY THE PRO=T ENGINEER SMALL CONSTITUTE ACCEFTANCE OF FULL RESPONSIBILITY BY THE CONTRACI OR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN �k ANCE WITH LOCAL REGULATIONS AND CODES. NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE IS'. AA � e2 PXVISIONS REV I DATE I COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNEM OR ANY PERSON PREPARING TO DISTURB THE 6ARTHS SURFACE ANYWHERE IN THE STATE, ON VIRGANIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454M)(PA 11-=-242-IrM) (VAI-900-552-7MI)(MI) I-MO-267,7777)(DE 1-800-2a2-8555)4 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RY CHECKED BY: DRH DATE: 02/19/13 SCALE I.Z:Ql CAD I.D.: LSO LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 PhGne: (540) 349-4,500 Fax: 540) 349-0321 WWW.BohlbrEngineedng.com W`MNIEL R. HINES Lic. l4o. 04;3176 Ali- r'SHEET TITLE: LANDSCAPE SHEU NUMBER: 11E OF 63 ZrZ4 —9 0 o IL �l wo 0 < 2 .3� u 0 >- 0 z 1"�tz z �11 �� 5j I -z- LZI 0 U z Z z 0 L; i-- JE t, -� 0 0 z PXVISIONS REV I DATE I COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNEM OR ANY PERSON PREPARING TO DISTURB THE 6ARTHS SURFACE ANYWHERE IN THE STATE, ON VIRGANIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454M)(PA 11-=-242-IrM) (VAI-900-552-7MI)(MI) I-MO-267,7777)(DE 1-800-2a2-8555)4 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RY CHECKED BY: DRH DATE: 02/19/13 SCALE I.Z:Ql CAD I.D.: LSO LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 PhGne: (540) 349-4,500 Fax: 540) 349-0321 WWW.BohlbrEngineedng.com W`MNIEL R. 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DATE I COMMENT I BY THEE FOLLOWING STATES REQUIRE NOTIFICATION 13Y EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE - (IN VIRGINIA, MARYLAND, AND DELAWARE $11) (WV 1-80()�2454W)(PA 1-800-2424776) LA I-80OZ52-7001) (MD 1-8DO-2$7-7777) (DE 1-800-282-a555) _ .� :r - NOT APPROVED FOR Ih. - I r PROJECT No.: V122001-1 DRAWN BY� JLPIRTY DRH DATE: 02J19113 SCALE: V--49 1%, CAD I.D.: . Lso _.L� ' PROJECT: -q INITIAL SITE PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA '*% ' 'I 111119111117�11TZ 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 LANDSCAPE PLAN 11F �. __ - - OF 63 .. ..... . ...... ... .... .... ................... .. ........ .... ................... .. ... ............... ..... . V . .... ........ .... ...... ...... .... 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FF= 424. -LIMITS DISTUR -W=470,05- 1228 92 _J1W=$78 50 43 M-90 7 63' N 4 .7 . .... . ...... ....... ........ . .... ....... --424 --------- -------- ---- -------- LIL41TS OF - 4 U - - - - - - - - - - - - 151�RBANCE - -------------------- A3 T ---- -------- r__4 7 -------------- -------- kit 7 ----- —LIMIT OF "' it DISTURBANCE LIMITS QF -N - - - - - - - - --------- -- -418 - - - - - - - - - - - - - - I jv - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -- ------`----------------`--- ----------- --------------- 4 ------- -410 --------- -------- T --- --- --------- ---- - ------------ --------------- ----------------- ------------- ------------------ --------- ----------- ----------- ----------- --------------- ---------- ------------------- ----------- --------------- ---- ------ ................... — ------------------- -------------- -- ----- ---------------- ----------- --------------- ------------ ------------------ ....... - 4'6 ---------------------- ----------------------------- - - - - - - - - - - - ------ - - - - - - - 4P 20 110 0 4fO I1"= 40' LEGEND: NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. TREE CONSERVATION TREE CONSERVATION 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15', LANDFILL AREA DEVELOPMENT AREA (5.0 AC) (7.0 AC) GENERAL NOTE: IT IS THE RESPONSIBLITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO T HE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTSRELATNE I THE SPECIRWONS OR APPLICABLE CODES, IT LS THE CONTRACTORS RESPONSIBUTY TO NOTIFY THE PROJECT ENGINEER OF RECORD III WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSWME MIEPTANCE OF FULL RESPONSIBILITY 13Y THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORI( AS DEFINED BY THE DFLANNGS AND ,41k ,A �,-z , .01 < < ZLu �6.5 um, 3: �: 0-4 U C) w 1�4 �e 6i + L -L LOL > CUD zZ - Q2 z 5a to z Z 14 g > <; r, 4 Z PY.1 L) 2 Ir, s �g z P,EVISIO S REV! DATE I COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE, (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800�2454548)(PA L(VAI-80a,552-7001)(MD 1-800�257-7777)(DE I-B00-28iM555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001-' DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02/19113 SCALE: 1"=49 CAD I. D.: LSO PROJECT: INITIAL SITE PLAN F'O'R 5TH STREET STATION LOCATION. OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 SLA �-KWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com _j LI'DANIEL R. HINES 7 Lic. 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TREE CONSERVATION LANDFILL AREA I DEVELOPMENT AREA (7.0 AC) 011 GENERAL NOTE- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCLIMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE DOOM IT M THE CONTRACTORS REEPMSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION- FAILURE BYTHE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FUll CONFOR ONSANDCOOF& 4;0 210 10 0 4P 1"= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". r- -j LL § -I 0 a < < ;� 0� >0 - 05:eI2:5 wm 9 h � - E z 2 2F 9 Z' ::�' ' " t �F 0 J,- ;-, IL m to D- F- @ F; -� 04 W ;e oi P r4 #;.3I ****** I g LL < W0 < 0 A, � � � 9 F5 � � g § 44 u 0 Ig- -t D - X =6 5 z 0 z O' cr rn >Z0 , se �- I'- 11 .9 I < -'j m Im - -L.-- - iti �. 1 " +***+ R 0 0 z p w m 4 I w 0 z p. = I r � I4 r. 12 L "3 I P4 . - to . m z 11 ;2 8 z II Z 0 u fix) - U 9 F-- 1: �} �t T r' 10 g U2 �4 , �i� �3 Old � 0 7 z R I g 9 04 H 0 L) - � - - PIEVISIO,\TS � � REV ! I � DATE � COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-2454848) (PA 1.800-242-1776) L(VA14100-552-7001)(MD 9-NO-257-7777)(DE 1-80CI-282-8555) .d NOT APPROVED FOR CONSTRUCTION r- PROJECT No.: V122001-14 DRAWN BY: JLP/RTY CHECKED BY, DRH DATE: 02119113 SCALE: 1"=40' CAD 1.0.: LSO I ! PROJECT: , I I I I 1 1 t INITIAL SITE I I �I I PLAN I I I I I I I � � . I i I Tz*-p.---------l— I I I 5TH STREET . ! . STATION .� LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA ---.00 Ir"--- - — I : I � .M BOHLER � I I N i I .1 I'll, --..---..—"-"...---- 28 SLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax-. (540) 349-0321 1%. www.BohlerEngineering.com 04W DANIEL R. HINES 'P Lie. No. 04�1 76 � - X, 1, k /I Ti 13 1 �&. sts�`19 rSHEET TITLE: I.�.{ice a SHEET NUMBER: 11 H 1#4 OF 63 . I 11, - , - I- __ __ I r _____ ____ , 'i - -, " ", I - . - - - - - , , " � 1, 11., _____ . � - - t;K , , __ - - :�', , - � , �/, " I ., " �__ - - - - - - - , I , i ; " , 4 1; k 'i I , ,,, , I 11.� --- . , - I -- " , - I , I.. - __� - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- � - - - - - - , I . 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GE�ERAL.NM I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAVIANGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SROULD THE CONTRACTOR FIND A CONFLICT MTH THE D=MENTs RELi To THE SPECIFICATION$ OR APFUCASLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PF30R TO THE START OF CON57tZi FAILURE BY THE CONTRACTOR TO NOTIFY THE Mi ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSISIUTY BY THE CONTRACTOR TO COWLETE THE SCOPE OF THE WORK AS DEFINED ffY TI -E DRAWINGS AND IN � . - - - __ . . 11, , .. ­�� ... I I 1, 1. 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A3 s E^ ''sl'i :\ - _ -^ �- r _111_1 i \ v i__ _ _..._f_' _- -' _-_.._._.._...... 1111._.' 1111^1111 _ ,__ ... _.. _ 11.1_1.. i ._._.-11_1,=::..,., ._.. ._1111_ _.,11111111_...___-�..�.... . .. - �% y , 4t, ;� Y f `4 �0 tr'r: , \''_£, t {� fYi E_ s ku r.v 11 , st f ` :> 3, �;"il>s I r, ", - - - - 1 .1 l>; ._ «. _ _ _1111. `I \, }3 1 1. "' , _. 1111. _..........,�..., i .. ... _ ......... =333 }. - ........_� - _ _ _1111_ 1111.. , ......._..... ... _ .. _....i 1111 1111. ..__ .................... _ .._ .._,.,......,_...,...._.___. .. _. 1111 _ ._..........,.... 1111. - , i 1111" ?j N ' s; ___ ., ___ T M _ _ _ v (r ^ _, ; n. -'1}k:: ._w__,- ..--__1111 ...,........____�_ I 1 f - 1 If� ,f 1J C 11 TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CON- ACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE. CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTD"UTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED SY THE DRAWINGS AND IN NOTES. 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL, BE 15°". 40 20 10 0 40 imi` 1"-40' .� x SHEET KEY REVISIONS REV, DATE 3 COMMENT 4 BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS: DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA. MARYLAND. AND DELAWARE 811) (WV 1-8M245-4848){PA 1-800-242-1776) (VA 7-80052 7€I01)(MCS I-BM257-7777) (DE 1-IIM282-6555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIR7Y CHECKED BY: DRH DATE: 02M9/13 SCALE: 1'=40' CAD I.D.: LSI PROJECT: INITIAL SITE PLAN FOR, 5TH: STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNT', VA i � A I 11,19011>b ' 11 28 BLACKWELL PARK LANE, SHITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 . __.___ n_z_,__ff____.____,..:_-- --- SHEET TITLE: SHEET NUMBER: II OF 6S A .I Lt. IzE Q Ig 11 Qlw c,5>1pt _ I'~1 ai4 zZz�w F[ -. Q � ...:t '�OC� @ 04 H O Z QO m l- (1)`r LL la `4 P -'. #* it . - ` } I a l ice' 6 i W4 0 ♦0 u � 0< 2u� m} § S ,�Ix -m2¢z m 04 a_joxlu to¢[C.1V I~ 040*♦ () T�'1 T�f J) Cts ?I 14 w� I -u m z z 0 � 2 04 z -� � W M � F I. = 0 � � , to �?�.-,i-/r,, Z Cffi d < yk s f 1 i � C? { fl) C4 Z r fig wl � pj V m S REVISIONS REV, DATE 3 COMMENT 4 BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS: DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA. MARYLAND. AND DELAWARE 811) (WV 1-8M245-4848){PA 1-800-242-1776) (VA 7-80052 7€I01)(MCS I-BM257-7777) (DE 1-IIM282-6555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIR7Y CHECKED BY: DRH DATE: 02M9/13 SCALE: 1'=40' CAD I.D.: LSI PROJECT: INITIAL SITE PLAN FOR, 5TH: STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNT', VA i � A I 11,19011>b ' 11 28 BLACKWELL PARK LANE, SHITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 . __.___ n_z_,__ff____.____,..:_-- --- SHEET TITLE: SHEET NUMBER: II OF 6S A IT IS THE RESPONSIBILITY OF THE CONTRACTOR T€1 REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENT$ RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN KEY QTY BOTANICAL NAME COMMON NAME LARGE DECIDUOUS TREES 32.7.9.6 c s GBM 37 GINKGO BILOBA'MAGYAR' MAGYAR UPRIGHT GINKGO QPH 45 QUERCUS PHELLOS WILLOW OAK TCG 33 TILIA CORnATA'GREENSPIRE` GREENSPIRE LINDEN UP 44 ULMUS PARVIFOLIA LACEBARK ELM ZSVG 61 ZELKOVA SERRATA' VILLAGE GREEN VILLAGE GREEN ZELKOVA 154 366 16,104 MEDIUM DECIDUOUS TREES +B 452 SJR 53 SOPHORA JAPONICA REGENT REGENT JAPANESE PAGODATREE SMALL DECIDUOUS TREES 54,241 1-1 114" CAL. CBF 28 CARPINUS BETULUS'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM PSK 5 PRUNUS SERRULATA'KWANZAN' KWANZAN CHERRY 33 6-8' HGT. B+B SMALL ORNAMENTAL TREES 435 45 TREES PROVIDED LITA 49 LAGERSTROEMIA INDICA TUSCARORX TUSCARORA CRAPEMYRTLE EVERGREEN TREES B+B 77 INS 9 ILEX X'N) LLIE R. STEVENS' NELLIE STEVENS HOLLY EVERGREEN SHRUBS 396 18-24" IGC 9 ILEX GLABRA'COMPACTA' DWARF INKBERRY HOLLY TBR 75 TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 84 UTILITIES THAT PRECLUDE PLANTING OF SIZE REMARKS AREA OF CANOPY TOTAL AREA OF 32.7.9.6 c s SUBTOTAL CANOPY 1 112-1 314" CAL. B+B 87 2,958 1 112-1 314" CAL. B+B 370 16,650 1 112- 1 314" CAL. B+B 249 8,217 1 112-1 314" CAL. B+B 366 16,104 1 1/2- 1 314" CAL. +B 452 25,312 TWENTY-FIVE (25) FEET OR MORE. WHERE 54,241 1-1 114" CAL. B+B 394 20,882 6-8' HGT. B+B 69 1,932 6-8' HGT. B+B 87 435 45 TREES PROVIDED PLANTINGS MINOR! VARIATION IN SPACING. 2,367 6-7' HGT. B+B 77 3,773 4-5' HGT. B+B 44 396 18-24" ##3 CAN i RETAINING WALLS, SIGHT D€STANCE 18-24" #3 CAN EASEMENTS, AND UNDERGROUND TOTAL PROPOSED CANOPY: 81,659 SECTION REQUIREMENTS CALCULATIONS (REQUIRED/PROPOSED) COMPLIANCE 32.7.9.6 c s c� n.z RzQUIRED STREET TREES SHALL BE PLANTED WITH BENT CREEK PARKWAY: EVEN SPACING IN A ROW ADJACENT TO THE 19Lu PUBLIC STREET RIGHT-OF-WAY. ONE (1) REQUIRED: LARGE STREET TREE SHALL BE REQUIRED 2,229 LF OF RIGHT-OF-WAY (EXCLUDES FOR EVERY FIFTY (50) FEET OF ROAD ENTRANCES) j FRONTAGE, OR PORTION THEREOF, IF 2,229 LF/ 50 LF = 45 TWENTY-FIVE (25) FEET OR MORE. WHERE PERMITTED, ONE (1) MEDIUM SHADE TREE 45 STREET TREES REQUIRED SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD FRONTAGE, OR PROVIDED: 32.7.9.6 PORTION THEREOF, IF TWENTY (2C) FEET STREET TREE OR MORE. THE AGENT MAY APPROVE 45 TREES PROVIDED PLANTINGS MINOR! VARIATION IN SPACING. VARIATION i j NOTE: REQUESTED FOR ; � � z i A MINOR VARIATION IN SPACING IS SPACING a4 uco i PROPOSED DUE TO THE PRESENCE OF i RETAINING WALLS, SIGHT D€STANCE ( EASEMENTS, AND UNDERGROUND UTILITIES THAT PRECLUDE PLANTING OF 1 TREES BETWEEN THE SIDEWALK AND J PARKING LOT AT AN EVEN SPACING OF 50 FEET ON CENTER_ THOUGH THE SPACING REQUIREMENT HAS NOT BEEN ACHIEVED, REV; TATE COMMENT THE TOTAL NUMBER OF REQUIRED PLANTINGS HAS BEEN PROVIDED. "+" INDICATES PLANT MATERIAL UTILIZED TO FULFIL REQUIREMENT 32.7.9.7 (B) REQUIRED: I INTERIOR LANDSCAPING: EXCLUSIVE OF AREA OF PARKING LOT: 1,050,982 SF THE REQUIREMENTS OF SECTION 1,050,982 X 5% = 52,549 SF 32.7.9.7(A) AND (C), AN AREA EQUAL TO c,THE FIVE (5) PERCENT OF THE PAVED PARKING 52,549 SF OF INTERIOR LANDSCAPING THE EARTHS SURFACE ANYWHERE IN THESTATE.(€N AND VEHICULAR CIRCULATION AREA AREA REQUIRED (WV 1-800[ 245-4848)(PA 1-W0 242-1776) SHALL BE LANDSCAPED WITH TREES OR (VA1-800-552-e001)(MD 1-800-2577777)(DE 1.8€0-282-8555)NOT SHRUBS. THIS SHALL INCLUDE ONE (1) 2,293 PARKING SPACES PROVIDED LARGE OR MEDIUM SHADE TREE PER. TEN 2,293 / 10 = 230 PARKING LOT TREES I PROJECT No.: V122001 (10) PARKING SPACES OR PORTION REQUIRED DATE: 02/1'9113 THEREOF, IF FIVE (5) SPACES OR MORE. I.D.: LSGPROJECT:INITIAL 32.7.9.7 INTERIOR LANDSCAPING SHALL BE PROVIDED: PARKING LOT LOCATED IN REASONABLY DISPERSED COMPLIES LANDSCAPING PLANTING ISLANDS OR PERIMETER AREAS. s SHRUB PLANTINGS ADJACENT TO A 67,764 SF OF INTERIOR LANDSCAPING AREA PROVIDED 5TH STREET BUILDING SHALL NOT BE COUNTED AS (6.4% INTERIOR LANDSCAPING AREA INTERIOR LANDSCAPING. PROVIDED) NORTH OF 1-64 BETWEEN 230 PARKING LOT TREES PROVIDED AVON STREET EXTENDED 'A" INDICATES PLANT MATERIAL UTILIZED I i ALBEMARLE COUNTY, VA TO FULFIL REQUIREMENT 3 BOHJ,...,�IER 132.7.9.9 (A) REQUIRED: I VIRGINIA 20'186 THE FOREGOING NOTWITHSTANDING, A TEN (10) PERCENT TREE CANOPY MINIMUM TREE CANOPY SHALL BE www.BohlerEngineering.com PROVIDED IN ACCORDANCE WITH THIS SITE AREA = 2,385,644 SF SECTION. "TREE CANOPY" OR "TREE 2,385,644 SF X 10% = 238,564 SF COVER" SHALL INCLUDE ALL AREAS OF COVERAGE BY PLAT MATERIAL EXCEEDING 52,549 SF OF INTERIOR LANDSCAPING i FIVE (5) FEET IN HEIGHT AT MATURITY OF AREA REQUIRED SHEET TITLE: TEN (10) YEARS AFTER PLANTING. LANDSCAPE SELECTION OF SPECIES FOR PLANTING PROVIDED: SHEET NUMBER ? SHALL BE IN CORER WITH SECTION 11K-ic 32.7.9.9 32.7.9.4(A). SPECIFICATIONS FOR 196,922 SF OF EXISTING TREE CANOPY TO TREE CANOPY F-WITINGS SHALL BE IN COORD WITH SECTION 32.7.8.5(B). EXISTING TREES TO REMAIN BE PRESERVED IN ACCORDANCE WITH 181,659 SF OF PROPOSED TREE CANOPY. COMPLIES SECTION 32.7.9A(B) TOGETHER WITH SEE LANDSCAPE SCHEDULE ON THIS TREES REQUIRED UNDER SECTION 32.7.9.6, SHEET FOR A BREAKDOWN OF PROPOSED 32.7.9.7, AND 32.7.9.8 SHALL COUNT TREE PLANTINGS. I TOWARD SATISFACTION OF THE MINIMUM TREE CANOPY. ? 278,581 SF TOTAL TREE CANOPY PROVIDED 3 (11.7%TOTAL CANOPY) 32.7.9.9(B).I 1 TEN (10) PERCENT TREE CANOPY FOR A SITE TO BE DEVELOPED WITH I COMMERCIAL, OFFICE, OR INDUSTRIAL USES. -11 i> c� n.z zzwu�co�m�LIJ a 38`8w*IsQI.-I-Eoz 19Lu LL ILIL zZ>�Oz 0l=z<zW<W- 0 0 z � � z a4 uco {zVO EVIS ONS REV; TATE COMMENT BY c,THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESICxNERS, OR ANY PERSON PREFAB€NGTODISTURB THE EARTHS SURFACE ANYWHERE IN THESTATE.(€N VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800[ 245-4848)(PA 1-W0 242-1776) (VA1-800-552-e001)(MD 1-800-2577777)(DE 1.8€0-282-8555)NOT APPROVED FAIR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: DRH DATE: 02/1'9113 SCALE: 1"=40'CAD I.D.: LSGPROJECT:INITIAL ITE FOR 5TH STREET STATION LOCA'T'ION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVI .LE MAGISTERIAL ALBEMARLE COUNTY, VA BOHJ,...,�IER ENGINEERING 28 BL.ACKWELL PARK LANE, SUITE 20"1WARRENTON, VIRGINIA 20'186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com pkLTH L[C. No. 043176 SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER 11K-ic ©F �� la E it •t. r!!`d ltlx t1 JI fi� f f it ti ^ { YF I'Wv t t II. I rx 3. Wc ri,II f r # , _ jI t CL I LLIt, tI IlZ [ � -, 1: - ftn. tlI i t L Erb C'/ 77 �. /- II l I ; Ci Y v' t t rY FPV ` na ,A �—PASStVE OPEN SPACE AND TRAILHEQD PARK 1111 0 , Im ': y GENERA. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRICTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLIGASLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHAD. CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN i N ham.: -i LIM i ` JJJ t \\\ �� t 'N • f 'Ld / y k ^a�ateisy�. s 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. . THE GREENWAY TRAIL IMPROVEMENTS, THE PASSIVE OPEN SPACE AND TRAII_HEAD PARD, AND THE POTENTIAL PEDESTRIAN CONNECTION TO WILLOUGHBY, EACH AS SHOWN ON THIS PLAN, ARE SHOWN FOR LOCATION PURPOSES ONLY AND ARE SUBJECT TO THE TERMS AND CONDITIONS OF THE PROFFER STATEMENT FOR ZMA 2009-001. PER THE. PROFFER STATEMENT THE GREENWAY TRAIL IMPROVEMENT AREA IS TO BE DEDICATED TO THE COUNTY AND THE OWNER WILL DISPENSE FUNDS TO THE COUNTY FOR THE COUNTY'S CONSTRUCTION OF THE GREENWAY TRAIL. ty `` / - �� • l' 3. ONCE THE GREENWAY IS CONSTRUCTED BY THE COUNTY, PEDESTRIAN ACCESS WILL BE PROVIDED TO THE PROJECT BY THE OWNER. �! LEGEND: s� PROPOSED TRAIL m IA /,a 1203 60 Sit © 120 1"= 120' mm zomr-0 �M .. t II. I rx 3. Wc ri,II f r # , _ jI t CL I LLIt, tI IlZ [ � -, 1: - ftn. tlI i t L Erb C'/ 77 �. /- II l I ; Ci Y v' t t rY FPV ` na ,A �—PASStVE OPEN SPACE AND TRAILHEQD PARK 1111 0 , Im ': y GENERA. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRICTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLIGASLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHAD. CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN i N ham.: -i LIM i ` JJJ t \\\ �� t 'N • f 'Ld / y k ^a�ateisy�. s 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. . THE GREENWAY TRAIL IMPROVEMENTS, THE PASSIVE OPEN SPACE AND TRAII_HEAD PARD, AND THE POTENTIAL PEDESTRIAN CONNECTION TO WILLOUGHBY, EACH AS SHOWN ON THIS PLAN, ARE SHOWN FOR LOCATION PURPOSES ONLY AND ARE SUBJECT TO THE TERMS AND CONDITIONS OF THE PROFFER STATEMENT FOR ZMA 2009-001. PER THE. PROFFER STATEMENT THE GREENWAY TRAIL IMPROVEMENT AREA IS TO BE DEDICATED TO THE COUNTY AND THE OWNER WILL DISPENSE FUNDS TO THE COUNTY FOR THE COUNTY'S CONSTRUCTION OF THE GREENWAY TRAIL. ty `` / - �� • l' 3. ONCE THE GREENWAY IS CONSTRUCTED BY THE COUNTY, PEDESTRIAN ACCESS WILL BE PROVIDED TO THE PROJECT BY THE OWNER. �! LEGEND: s� PROPOSED TRAIL m IA /,a 1203 60 Sit © 120 1"= 120' mm zomr-0 PR i SIGNS REST; DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV t -WO -24 848)(PA 1.800-242-1776) (VA 1-800-952-7001) (D 1.800-257-7777) (DE 1.800-282-8555) NOT APPROVED ROVED FOR CONSTRUCTION PROJECT No,: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: €32/19113 SCALE: 1"=120' CAD I.D.: BPC/ PROJECT: INITIAL SITE PLAN 5TH H STREET STATION LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA r 1 a 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 I=RX, (- nUA.11[191 PUBLIC I1 `-111.t l NJ SHEET NUMBER: 12 OF 63 Ana a>� nc,o�ua ti Y R =ti z 01zZO> <0Za5i ow cn CC t 4 z rw 4.y �Q/�tt 9 :9 H L� ZcnC zGz S I Old Z Z 4l PR i SIGNS REST; DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV t -WO -24 848)(PA 1.800-242-1776) (VA 1-800-952-7001) (D 1.800-257-7777) (DE 1.800-282-8555) NOT APPROVED ROVED FOR CONSTRUCTION PROJECT No,: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: €32/19113 SCALE: 1"=120' CAD I.D.: BPC/ PROJECT: INITIAL SITE PLAN 5TH H STREET STATION LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA r 1 a 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 I=RX, (- nUA.11[191 PUBLIC I1 `-111.t l NJ SHEET NUMBER: 12 OF 63 "xRG%�S4* COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 2294124596 Phone 4312 296-5832 Fax '434) 972-4126 September 25, 2092 P Valerie Lon 4,{43 Williams Mullen to ilii 321 E. Main Street, Suite 400 Charlottesville, Va. 22902 RE: ZMA200900001 Avon Center Tax Map 76M1, Parcels 2A, 2B and 4A Tax Map 77, Parcel 11 E SP201000003, P Street- Avon Center - Parking Structure Tax Map 76M1, Parcels 2A, 213 and 4A Dear Ms- Long: The Board of Supervisors took the following actions on the above noted petitions at their September 12, 2012 meeting: Regarding ZMA200900001 Amendments to the existing proffers, application plan and development framework for the above noted parcels zone PD -SC approved, by a vote of 6:0, in accordance with the attached proffers dated September 4, 2012 and the attached application plan, inclusive of the development framework, dated August 31, 2092. Please refer to these documents for any future applications and request on this property. Regarding SP201000003 Approved, by a vote of 6:0, with the following condition: 1. The special use permit approval shall not expire but shall remain in effect so long as the approval of ZMA-2009-00001 remains in effect. In addition, the Board of Supervisors approved, by a vote of 5:1, a special exception for a critical slopes waiver. Please be advised that although the Albermarle County Board of Supervisors tool( action on the project rioted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with applicable PROFFERS; • compliances: with conditions of a SPECIAL USE PERMIT; • approval of and compliance with a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE, If you have questions or comments regarding the above -rioted action, please do not hesitate to contact Rebecca Ragsdale at 296-5532, Sincerely, U.wfaynaCili- berg Dire of nnirtg Entail CC: Tex Weaver,-Rebe>rod agsdale, Elise Hackett File 2 GENERAL NOTE: rT IS THE RESPONSIBILITY OF THE CONTRACTOR To REVIEW ALL CF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUC nON, SHOULD THE CONTRACTOR FIND A CONFLICT WrrH THE DOCUMENTS RELA7NE TO THE SPECIFIOATONS OR APPLICABLE CODES, Tr IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THa PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE 81` THE CONTRACTOR TC NOTIFY THE PROJECT ENGINEER & ALL CC NSTtf# M ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND W Fifth Street -Avon Center PROFFER STATEMENT Date: September 4, 2612 ZMA # 2009-001 fifth Street - Avon Center Tax Map and Parcel Number(s): 076M1 -00-00-002A0, 076MI-00-00-002B0, 076M1 -00-00-004A, and 077100- 00-00-0011110 7',00- 00-00-0011Eta Approxim2tely 81.94 Acres zoned Planned District - Shopping Center (PD -SC) New Era Properties, LLC, a Virginia lirxnited liability company, and Avon Holdings, UC, a Virginia limited liability company, are the fee simple owners (collectively, the "Owner'D of tax map parcels 076M1 -00-00- -0p_ fl -0 1 _E0 c Iles -vel r 0L32A0, 076M1-04-00-00280, 076M1-0t3-047-0Q4A, and 437700 0 47 (a to y, the `Prope tl '}. Ptirsuant to Section 333 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this Proffer Statement, which shall be applied to elle Property if the rezoning is approved by Albemarle County, These conditions are proffered as part of the rezoning and it is acknowledged that the conditions are reasonable. The Fifth Street - Avon Center project was originally approved by the County Board of Supervisors on March 12, 2008 as ZMA 2006-009, along with proffers from tke Owner dated March 10, 2008, and signed on March 12, 2006 (the "Original Proffers"), an Application Plan dated February 19, 2008 prepared by The Cox. Company (the "Original Application. Plan" j, and a Development Framework prepared by The Cox Company (the "Original Development Framework'. As part of rezoning application ZMA 2009-001, the Owner has submitted an amendment to the Original Application Plan that was prepared by Bohler Engineering and is entitled "Zoning Application Plan Amendment for 511, Street -Avon Center" dated December 17, 2. OD9, last, revised August 31, 2012.(the "Application flan Amendment") which shall supersede and replace the Original Application Placa in all respects. Any references in this Proffer Statement to the "Appfication.Plan" shall paean .the Application Plan Amendment. As part of rezoning application ZMA 2009-001, the :Owner has incorporated an amended version of the Original Development Framework into the Application. Plan Amendment, which shall supersede and replace the Original Development Framework in all respects. The improvermmits proposed for the Property are collectively referred to herein as the "Project." This Proffer Statement shall supersede and replace die Original Proffers in all respects. 1, Road Improvements.The Owner shall cause completion of the following road improvements: A. Bent Creek Road. and Fifth Street Intersection. Pursuant to road plazas approved by the Virginia Department of Transportation C'MOT'), the City of Charlottesville, and the County of Albemarle (the `County'), the Owner shall construct signal and lane improvements at the intersection of Bent Creels Road and Fifths Street prior to issuance of approval of the first certificate of occupancy for the Property. Ars example of the improvements that the City of Charlottesville may require of the Owner is attached as Exhibit Ifs entitled "511^ Street intersection Exhibit 1A" prepared by Collins Engineering and dated August 15, 2€)12, B. Bent Creek Roast Bridge. Pursuant to mad and bridge plans approved by VDOT, the Owner shall widen, or replace the existing bridge spanning Moore's Creek supporting Bent Creek Road prior to issuance of the First certificate of occupancy withinthe Property. The bridge expansion shall be sufficient to accommodate at least two (2) through lames for Sent Creel: Road, and shah be deemed complete when the County Engineer has determined that the bridge is safe and convenient for traffic. C, Bent Creek Parkway From Bent Creek Road to Avoca Street (Excluding the Landfill Segment). The Owner shall cause to be constructed a two lane (with right -of -wag sufficient for future expansion to four lanes) limited access road from the bridge' at Bent Creek Road through to Avon Street ("Bent Creek Parkway," also referred to herein as the "Parkway' in the general location shov.Yr+ on the Application Plan Amendment. The Owner intends to construct the Parkway to be a "rural section" in design, without curb and gutter, and will construct it as such if such design is approved by VDOT, and subject to a waiver being granted by the County Board of Supervisors pursuant to Sections 32.7.2.8 and 4.12-15(Eo of the Zoning Ordinance, and, if applicable, a waiver being granted by the County Board of Supervisors pursuant to Section 14-410(1) of the Subdivision Ordinance, Ifeither VDOT does not approve the Parkway as a rural section without curb and gutter, or if the County Board of Supervisors does not grant any waiver required for the Parkway to be a rural section without curb and gutter, then the Owner shall construct the Parkway as an urban cross sections with curb and gutter. The Parkway shall be constructed, bonded and ready..to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined drat the roadway is safe and convenient fox traffic (hereinafter, "completer' prior to issuance of the first certificate of occupancy within the Property. Once the Owner completes that portion of Sent Creek. Parlmay that excludes the Landfill Segment (as "Landfill Segment" is defined in paragraph 1D), and within sixty (60) days after the written request of the County, the Owner shall dedicate such portion of the Partway as a public toad. Tice Board of Supervisors' acceptance of this Proffer Statement shall not confer any approval of special use permits for any construction of the Parkway or other improvements vlithia the floodplain, if necessary; the approval,of sucks. -permits shall be reserved by the Board: of Supervisors. D. -Bent -Creek Parkway; Landfill Seguseiit:That portion of the •Parkway -that transects the former City of Charlottestille Landfill on tax map parcel 07700-00-00-0011E0 (the "Landittt Segzzienf" shall be designed, constracted and tnairntained as follows: 1. Status o£Landfill Seinent The precise length of theLandfill Segment shah be C 7 ' - ed b rile parameters r determined ers submitted as part � i d5lt r o the Lara Work flan as "Land W y p p ( fill Work Plan is defined inti paragraph 8 herein). The Landfill Segment shall be a private street that is privately maintained,but shall be subject to a "public access easement'.' creating a perpetual right -of -passage over the Landfill Segment for the benefit of the public. The first final site plan for the Property shall reserve the Landfill Segment, including pedestrian and bicycle accommodations and the dedication of related drainage, slope and utility easements, for future dedication to the County at the County's request and in the County's sole discretion, If the County requests dedication and die public right-of-way is not dedicated by subdivision plat, the Owner shall be responsible for the cost of a survey and preparing the deed to convey the public right-of-way to the County. 2. Design: The Landfill Segment shall have the sante design as that approved by VDOT for the segment of Bent Creek Parkway from Fifth Street Extended to the Landfill segment, subject to any additional design requirements of the Virginia Department of Environmental Quality ("DEQ") as set forth in the Landfill Work Plan. The Owner shall submit the roach plans for the Landfill. Segment to the County Engineer for review and approval, along with copies of all design requirements and unposed by DEQ in its approval of the Landfill Work Plan. 3. Construction and method of construction: The Landfill Segment shall be constructed in accordance wide the road plans subr7aitted by the Ownerand approved by the County Engineer. The Owner shall obtain approval of the method of construction of the Landfill Segment from DEQ as an element 2 of the approved Landfill Work Plan prior to approval of the first final site plan for tine Property. 4,. aintcnancc. The Owrncr shall obtain approval frown the County Director of Community Development, and the County Attorney of a recordable instrument providing for the perpetual maintenance by the Owner of the Landfill Segment, subject to dedication and acceptance of the LandFJI Segment as a public right-of-way. The maintenance instrument shall be in a form and be of a substance that is approved by the Director of Community Development and by the County Attorney. 5: Completion. The -Landfill Segment shall be constructed acid bonded, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed") as a condition of the issuance of a certificate. of occupancy for the first building within the Property. . 6. Rernediation and reornening-in the event of closure. If DEQ, or any other public ' 1 entity Laving 3u_rzsdicticara saver such orders,that the Larndfll Segment b closed to pedestrian and vehicular traffic because of an environmental hazard or risk arising from the former. landfall, the Owner shall promptly remediate the hazard or risk and take all other steps necessary to comply with such orders, including the reconstruction, repair, or relocation and construction of the Landfill Segment to allow it. to reopen. If the Landfill Segr entis temporarily closed as provided herein, the Owner shall obtain approval of the reopening from DEQ or otherpublic.entity, and reopen the Landfill Segment for pedestrian and vehicular traffic vrithin sixty (60) days, of completed remediation associated with the closure. The County Director of Community Development may authorize that deadline be extended for reopening the Landfill Segment if the Owner demonstrates to the satisfaction of the County that it is necessary for the purpose of rebuilding the road, In the event the Landfill. Segment -is temporarily, closed as provided herein, the businesses within the Project may continue to operate and conduct business. 7, County's Acceptance. The County's acceptance of thus Proffer Statement shall not confer any approval of special use permits for any construction of the Parkway or other improver lents within the floodplain, if necessary; the approval of such permits shall be reserved by the Board of Supervisors. . E. Avon Street Improvements. The Owner shall dedicate public right-of:way, as. shown on final site plans, and construct a right turn lane on. Avon. Street southbound from the northern boundary of the Property to the intersection: of Avon. Street and the Parkway. If warranted, the Owner shaff construct a left turn lane and signal. improyernents at the intersection of Avon Street and the Bent Crcck Parkway, If the public right of way is not by subdivision plat, the Owner shat be responsible for the cost of a survey and preparing the deed to convey the public right-of-way to the County. 'I'lie Avon Street Improvements shall be constructed, bonded and ready to be recommended by. the Albemarle County Board of Supervisors for acceptance into the,public systems, and the County Engineer shall have determined that the roadway is safe rind convenient for traffic as a condition of issuance of the first certificate of occupancy within the Property. F. Transportation Proffers Compliance, L The road improvements listed in paragraphs 113, 1C, and 1E above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing; improvements listed in paragraphs 1B, 1C, and 1E shall be (i) constructed to VDOT design standards pursuant to detailed plans approved. by VDOT, and (ii) offered to be accepted by VDOT for public use or bonded for VDOT's acceptance. The width, (except as specified in 1C above) length, location (nide .median or outside existing pavement), type of section (e.g., urban vs. rural, and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 2. Any signal improvements proffered herein shalt be coordinated with, and approved 3 by the City of Charlottesville and VDOT to address signal timing 3. The Owner shall submit to the City of Charlottesville engineering drawings, plans, and construction documents ("City Transportation Plans' for all road, signal and other transportation improvements contemplated in this Proffer Statement or shown on the Application Plan that are located within the limits of the City of Charlottesville, and such improvements shall be completed as specified in paragraphs 1A and 16 herein. The CityTransportation Plans shall be submitted within. sixty (60) days after the first site plan for the Property is submitted to the County. The Owner shall diligently pursue approval of the City Transportation Plans with the City, If the City does not provide a list of conditions for approval of all the City Transportation Plans within six (b) months after the first final site plan for the Property is approved by tlne County, or if the City does not approve City Transportation Plans that meet all of Che City's conditions of approval within six (6) months after submittal by Owner of City Transportation Plans Haat meet all such conditions,, theca the Owner shall not be required by this Proffer Statement to construct any improvements for which approvals have not been obtained. In the event that the City acquires right-of-way in the City for such improvements, the Owner shall reimburse the City for its costs in acquiring the land. G, Transit Stolz; Park and Ride Lot, The Owner shall provide a paved panting area on the Property consisting of no less than twelve (12) spaces either: (1) within the area labeled "Potential Area for Future Park and Ride Lot" on sheet 2 of the Application Plan Amendment, or (ii) in conjunction with the cos,. --ruction of a parking area for another use, (e.g. a grocery store), for temporary use by commuters accessing transit, trails or carpools (the "Park and Ride Lot's. The Park and Ride Lot shall include a transit stop. Construction of the Park and Ride Lot by the Owner shall occur in conjunction with the construction and dedication of the adjacent Bent Creek Parkway section or, if the Park and Ride Lot is constructed within a parking area for another use (e.g,, a grocery store), then the Park and Ride Lot shall be constructed in conjunction with such use_ The transit stop and Park and Ride Lot shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Charlottesville Area Transit (°`CAT'S or Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage consistent with other similar CAT facilities. 2. Greenway Dedication. The Owner shall dedicate in fee simple to the•County (or at the County's option, convey an casement to the County over) the area shown on the Application Plan Amendment as "Greenway Trail Improvements" (the "Greenvnay Trail Land', to permit the construction by the County of a Greenway Trail through the Property in the location shown as "Greenway Trail Improvements" on the t z Application Plan Amendment (the "Greenway T_*azl D. Such dedication shall oCetnr after final site plan approval and after receipt of a written request from the County for such dedication (the "Dedication Request Notice` ), If the Dedication Request Notice is delivered after final site plan approval, the dedication shall be completed -within sax (6) months after delivery of the Dedication Request Notice. If the .Dedication Request Notice is delivered prior to final site plan approval, die dedication shall be completed within six (6) months after final site plan approval. The Greenway Trail would be constructed to meet the Class A trail definition as contained in the County's Greenway Plan. In the event that sufficient right-of-way exists or can be obtained by others, the Owner shall per construction by the County of an extension of the Green -way Trail for the County Greenway System beyond the Property line to Interstate 64, along Biscuit Run, in tli,= area shown as "Future Greenway Trail Extension" on the Application Plan Amendment. The Greernmy Trail Land shall be dedicated by subdivision plat, and the Owner shall be responsible for the cost of a survey and preparing the deed to convey the Greenway Trait Land to the County. 3. TDedication f6r Gireen:g Par-15,CPar-15, Cash Contribution for GreehaAv Trail Greenway Farlw and Bike/Pedestrian Master Plan. Within the general area depicted on the ,Application Plan Amendment as "Passive Open Space and Trailhead Park," the Owner shall, within six (6) months after receipt of the Dedication Request Notice, dedicate in fee simple to the County (or at the County's option, an easement to the County), for a Greenway Park, to include the stream valley areas along Moore's Creek, For use by the public for hiking, bicycling, picnicking and other passive recreational use (the "Greenway Park l At least five 4 (5) parking spaces in the adjacent parking lot on due Application Plan Amendment shall be reserved for a trail head use for the Greenway Park. The Passive Open Space a -ad Traslhead Par'- land shall be dedicated by subdivision plat, and the Owner shall be responsible for the cost of a survey and preparing the deed, to convey the Passive Open Space and Trailhead Parr land to the County. Prior to the issuance of the first certificate of occupancy within the Project, the Owner shall make a cash contribution to the County in the amount of Two Hundred Fifty Thousand Dollars ($250,000) for the purpose of funding (a) the construction of the Greenway Trail; (b) a master plan for the development of the Greenway Dark and a Bike/Pedestrian system (tine "Park: Master flan"); and (c) construction of the Greenway bark and Bike/Pedestrian system, each by the County. If the Park Master Pian and construction of the Greenway lark and Greenway Trail are completed for less than Two Hundred Fifty Thousand Dollars (5250,000), any remaining funds may be retained by the County and used to fund additional public recreational amenities within the Property, the Greenway Trail Land, or the Greenway,.Park, If such cash contributions is not expended for the Park Master Plan or the construction of the Greenway Trail or the Greenway Park within fifteen (15) years from the date of the contribution, -ail unexpended funds shall be refunded to the Owner. Beginning January 1, 2013, the amount of ahe cash contribution required herein shall be adjusted annually until paid, to reflect any increase or decrease for the preceding calendar year in the Comparative Cost Multiplier, Regional City &verage, Southeast Average, Category C: Masonry Bearing Walls issued by, Marshall Valuation Service (a/k/a Marshall & Swift) (the "Indent') or the.most applicable Marshall & Swift index . . determined by the County if.Marshall & Sv ift ceases publication of the Index identified herein, or any other more applicable index that the County may elect in its discretion to utilize, The annual adjustment shall be made by multiplying the proffered cash contribution arnount for the preceding year by a fraction, the numerator of which shall be the Index as of December 1 in the preceding calendar year, and the denominator of which shall be the Index as of December 1 in the year preceding the calendar yea; most recently ended, The annual adjustment shall be effective on and after the date the Index value froze the preceding calendar year is published, For purposes of this Proffer Statement the terms of this -paragraph shall be referred to as the "Cash Proffer Annual Adjustment Terms!' 4, Cash Contribu 'ion f r.Pedcstria.n Link: to Willouby Subdivision. In. the. event that sufficient zzght-of way exists or can be obtained by others for any land located within the Wlloughby Subdivision necessary therefor, the Ovmer.shali make.a cash contribution to the County in tide amount of One Hundred Thousand D-ollars ($1047,000) for the construction. -by the County of a pedestrian path or trail connecting the Property to the Willoughby Subdivision in the general area. shown on the ,application Ilan as "Potential Pedestrian Connection to Willoughby," which counection -would include a pedestrian bridge over Moore's Creek, and reasonable access to at least one neighborhood street.witl�in Wi'111oughby (the , , "Willoughby Link''- For the purposes of this proffer, reasonable access shall mean a pedestrian,access that is topographically feasible, but sensitive to terrain features, as determined by the County Engineer. Such cash contribution for the Willoughby Link shall be delivered to the County after receipt of written notice from. die County that sufficient right-of­way exists oris contractually obligated to.beprovided by. others for the 'Willoughby portion of land needed for the Willoughby Link (the "Willoughby Link Notice"). If the Willoughby Link Notice is delivered after final site plan approval, but prior to issuance of the first certificate of occupancy within the Project, the Owner shall deliver the cash contribution for the Willoughby Link to the County prior to issuance of die ls.rst certificate of occupancy within the project. If the Willoughby Link Notice is delivered after issuance of the first certificate of occupancy within the Project, the Owner shall deliver the cash, contribution for the Willoughby Link to the County within thirty (30) days after delivery of the Willoughby Link Notice. In the event that sufficient zightof-way for the Willoughby Link does not exist or cannot be obtained .for the County to construct the WihoughbyLink (as determined by the County), within five (5) years after issuance of the first certificate of occupancy within the Property, the County shah notif3, the Owner of such determination in writing, in which event the amount of the cash contribution owed to the County by the Owner pursuant to this paragraph 4 shall be reduced to Twenty -Five Thousand Dollars 5 (525,000), which contribution shall be delivered to the County within thirty (ail) days after delivery of such notice, and the County .may elect to use the contributed funds for the Greenway Park and the Greenway Trail within the Property. If such cash contribution is not expended for the purposes described in dais paragraph 4 within Fifteen (1.5) years from the date of the contribution, all unexpended funds shall be refunded to the Owner. This paragraph 4 shall be subject to the Cash Proffer Annual Adjustment Terms. 5, Tree Conservation Areas. Within the areas depicted on the Application flan as Conservation Areas, no land disturbing activities shalt occur except in accordance with Best Management Practices, as defined by the.Virgiznia Department of Forestry. On the Application Pian, Conservation Areas are generally depicted, and incorporate approximately 12 total acres, with approximately 7 acres lying outside the Landfill Area and approximately 5 acres lying within the area of the Landfill Area. In order to provide an allowance for areas necessary for consttuctitng stream mitigation and other environmental and conservation measures, compliance with this proffer requires the Owner to design., set aside and allocate not less than 11 acres for Conservations Areas, including not less than 6.5 acres on the portion of the Property lying outside the Landfill Area, and not less than 4.5 acres within the area of the Landfill. Area. For the purposes of this proffer, the l .andfil.1 Area is considered to constitute Tax Map Parcel 07700-00-00-0011E0, which contains 21.165 total acres (the "Landfill Area"). Management of Conservation Areas on tine Property for any other purpose not involving land disturbing activities, including wildlife habitat improvement, shall be in accord witli a forest stewardship plan approved by the County. Director of Community Development. Best Management Practices, as defined by the Virginia Department of Forestry, shall be used to control erosion and protect water, quality during any forest activity. The primary objectives of the forest stewardship plan shall be to (a) maintain the health of the Conservation Areas, (b) maintain a scenic, urban forest and (c} conserve solLl and water. 6. LEEP} Standards. The Owner shall cause buildings within the Project to be designed to be rated a minimum of "Certified" under the LEED Green Building Rating Sys Lem or combination of LIED Green Building Rating System that is most applicable to the particular buildings) at the time of application; in recognition of the evolution of such LEED -rating systems, which may include, among others, the LEED Rating System for Core & Shell Developrnent Version 2.0, July 2006 or the LEED Rating System for Retail; New Construction and Major Renovations, Pilot Version, July 2008, or the then -applicable version of such LEED Rating System, or some combination thereof (the "LEED Compliant Commercial Space'), Prior to issuance of the building permit for any proposed LEED Compliant Commercial Space, the Owner shall provide to the County's Director of Community Development a certification from a LEED certified architect that such space, if constructed in accordance with the building plans, is designed to achieve the minimum "'Certified" rating provided in this paragraph 6. Before the Owner requests a certificate of occupancy for any building for which a LEED certified architect tendered such a certificate, the Owner shall submit to the County's Director of Community Development a written statement from the architect that the building was built to the plans on which the opinion was leased. 7, Moore's Creek Erosion and -Buffer Projects. The Owner shall complete the erosion and buffer projects for Moore's Creek, above Biscuit Ruin in the areas depicted on the *reap attached as Exhi 't and also in :.lie areas within die Property on the City side of Moore's Creek (the "Erosion and Buffer Projects"). Exhibit B originally appeared as an Exhibit to the County's Stormwater Action Lists Report for Stormwater Master Plan, prepared by C142MH11, dated January, 2004. The Erosion and Buffer Projects shall include but not be limited to stream bank restoration and stream channel stabilization in general conformity with The fliginia S,�rxam Fkdarativn arsd S1abilitatr'on BW Afanagement Prizaices G;dde published by the Virginia Department of Conservation and Recreation. in 2004 or any subsequent updates or revisions. The Erosion and Buffer Projects also shall include but not be iisnited to the installation of new riparian plantings m general cornfornnity with the Ripaiiarn B: errAfo*cation andtVlitigalion Guidan Manwaiprepared by the Virgiiiaa Chesapeake Bay Local Assistance Department in September 2003 or any subsequent updates or revisions. The Erosion and Suffer Projects' scope shall be subject to all applicable federal and state and local approvals, including the requirements set forth in the final DEQ Landfill Work Plan. The schedule and scope of the b REVISIONS REV DATE COMMENT BY i L7 1 I � I i I E i } f THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, ORANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (NVIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-8M245-4848)(PA 1-800-242-1778) (VA 1-800-552.7001} (Mt) 1-800-257-7777) (DE 149)0-282-8555) 00 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V922001 DRAWN BY; JLPIRTY CHECKED BY: DRH BATE: 021/9113 SCALE: N/A CAD I.D.: SD(} PROJECT: INITIAL SITE ]UPLAN FOR- 5TH OIL5 TH STREET ATI LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 'llltARRENT©N, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349-0321 www.BohlerEngineering.com W" DANIEL R. HINES 7 .4 LIC, N ( ? 4r iV� � ,•;,� Rte'' +�i S�"i� ET TITLE SHEET NUMBER l OF 63 a 0 Z, Z!:i � �zz9w §U U_� w _ �a `I-' LL 0. � o o � Z m + n�0 ¢ z Z 0 < m o MZ0 cn¢trcav Z Z F M I cc Gr d Z ;E Z # Z C U Z Z REVISIONS REV DATE COMMENT BY i L7 1 I � I i I E i } f THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, ORANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (NVIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-8M245-4848)(PA 1-800-242-1778) (VA 1-800-552.7001} (Mt) 1-800-257-7777) (DE 149)0-282-8555) 00 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V922001 DRAWN BY; JLPIRTY CHECKED BY: DRH BATE: 021/9113 SCALE: N/A CAD I.D.: SD(} PROJECT: INITIAL SITE ]UPLAN FOR- 5TH OIL5 TH STREET ATI LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 'llltARRENT©N, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349-0321 www.BohlerEngineering.com W" DANIEL R. HINES 7 .4 LIC, N ( ? 4r iV� � ,•;,� Rte'' +�i S�"i� ET TITLE SHEET NUMBER l OF 63 Erasion and 3uff er Projects shall be submitted and approved 6th the first final site plan within the Property tI and shall be completed within three (3) :years from the date of the approval of the first final site plan within Elie Property, 8. Landfill Areg;'Work Plan; Department of Environmental Quality. T1 -ie Owner shall have obtained DEQ approval of a work plan (the "Landfill Work flan") addressing the implications of the Owner's constructing any portion of the Bert Creels Parkway, and any proposed project impro,, ec aesits on the Property implicating the Landfill Area prior to preliminary site plan approval, preliminary subdivision plat approval, or the approval of any grading plan involving disturbance of the Landfill Area. The Landfill Work Plat_ shall be prepared by an environmental coaisulting firm and shall contain the following: A. A discussion of the geology, site history, and generalized subsurface stratigraphy of the landfill site, based upon a systematic study to include held observations, and if necessary, electromagnetic induction pN survey to determine the lateral extent of waste deposits on the Property. B. A plan to stabilize and cover to DEQ's satisfaction any areas of exposed waste on the Property discovered during the systematic study referenced in paragraph 8A. This plan shall include a minirtsum of two (2) feet of clean fel or stone over all exposed haste, except where DEQ finds Gnat alternative products or methods provide an equal or better cover, or DEQ finds that disturbing tliis area to establish.a .cover would create additional and undesirable environmental risks. Where DEQ} funds there to be areas of additional and undesirable environmental risk, the Owner shall consult with the Director of Community Development and DEQ on preferred options that assure environmental safety and,stability of the landfill while minimizing any public nuisance from the exposed waste, with DEQ having the sole authority to determine appropriate measures for these areas. C. A plan that addresses the construction techniques to be employed to allow construction of Bent Creek Parkway and any related improvements over the waste deposits within the Landfill. Area. D. The Owner shall diligendyl pursue DEQ's approval of the Landfill, Work Plan. Unless DEQ requires otherwise, the components of the Landfill Work Man referenced above may be Submitted to DECD separately or within the same document. The County shall be provided with a copy of beth the subrnitted and the approved Landfill Mork Plan, together withaD backup data submitted in DEVs approval of the Landfill Worts Plan, as a condition of approval of the first pselimiaaary site plaza. The work.described within the Landfill Work plan shall be substantially completed,l y.the Owner prior to Inc issuance of any building permit for constructing building improvements on the Property, as confirmed by DEQ.and the County Engineer, and shall be completed prior to issuance of the first certificate of occupancy within the Property. In addition, the Owner shall provide a certification from a licensed geotechnical engineer that the work under the Landfill Work Plan is complete. Preliminary site plan. approval and grading permits may be issued pending completion of the work described within the Landfill Work Plan. 9, Cultural Resources. Prior to commencing land disturbance ofany of the area included in the former Willoughby Mansion Site, as depicted on the attached. Exhibit C (the "Phase I Scope Area'), the Owner shall cause to be completed and supplied to the County, a Phase I Historic Resources Survey ("Phase I Survey") for any areas within the Phase T Scope Area to be disturbed. The Phase I Survey shall be conducted pursuant to the National Historic Preservation Act of 1966, as amended, the Archaeological and Historic Preseivation Act of 1974, and Executive Orden: 11593• The consultant conducting the Phase I Survey shall meet the professional qualification standards of the Department of the Interior (48 Fed, Reg, 44,738 - 44,739). The archaeological fieldwork component of the Phase I Survey shall confo-m to the qualifications specified lay the Semlary of the inrcriar r Stancfarclr and G:rzdelirses forArx:eolo,gy and Histrzric Prerervaezan (48 Fed. Reg. 44,716 - 44,742 (1983)), and by the Virginia Department of Historic Resources in its publication entitled Qid:linesFor C•andueiing Cultural-ReswemeSurvy In Virginia:.Ald;:itionalGuidancr far the Implementation of the Federal Standaardr nti wl Anhaeokgy and fir nric° Tarrservataon, Semrary of tb>e hateriorlr St'andardr and Guidelines (4$ 7 FR 44742, September 29,1983),19911, rev. 2000. In the event that any human remains are encountered in the course of conducting any Phase I Survey, no land disturbance shall proceed prior to delivery of evidence to the County= that all applicable regulations regarding the disturbance or removal of such remains have been complied with, or that avoidance can be achieved. The Phase I Survey consultant shall follow federal and state guidelines and legislation in conducting the Phase I Survey in making recommendations regar=ding any Potential Resource Site's eligibility for nomination to the National Register of Historic Places �NRHT), A11 artifacts generated in the course of survey and associated records will be curated according to the requirements specified in Cxratfon of Federal# Owned Cvltectiam- (36 C�?.It. § 79 and 'Virginia iDipar tmew of Hix49tic Reesowra, State Curatton Stanr_an&. 10. Erosion and Sediment Control and Storna.water Quality Management. A, Erosion and Sediment Control. The Owner shall, to the maximum extent practicable as determined by the County's Program Authority, provide additional erosion and sediment controls to achieve a sediment removal rate of eighty percent (8(7°la} for doe Property, (As a reference, current regulatory structural measures achieve a sixty percent (601'/6) optimal removal rate) B. Stormwater Quality Managgment, The Owner shall construct a stormwater quality management facility in the general area shown as "SWM/BMP Pond Facility" on sheet 2 of the Application Plan Amendment (near the southeast corner of Block A), to capture and filter the water runoff and drainage from an off-site area that is equal to at least twenty percent (20%) of the land area of the Property, in compliance with the Water Protection Ordinance (Albemarle County Code 517-100 et seq.), prior to such water being discharged into Moore's Creek. C. intentionally Omitted (superseded by the Section 17-207 of the Albemarle County Water Protection Ordinance) D. Rainfall Harvesting and Roof Design. The Owner shall incorporate rainfall harvesting measures ("Rainfall Hamestirig") into the overall Property. Rainfall Harvesting measures may include but need not be limited to impervious surface alternatives for parking and drive isles, and cisterns. Rainfall Harvesting shall be submitted as part of, and must be compatible with the Best Management Practices reviewed and approved by the County's Program Authority in satisfying paragraph 10B above, The Owner's. proposed use df Rainfall Harvesting 'shall be submitted as part of each preliminary site plan for the Property, unless the Owner elects in its discretion to submit a comprehensive Rainfall Harvesting plan with the first preliminary site plan for the Property. Final Rainfall Harvesting design and engineering documentation shall be submitted with each final site plan and with the building plains for the Property (unless the Owner has elected to submit a comprehensive .Rainfall Harvesting plan with the first preliminary site plat - for the Property, in•which case the final comprehensive Rainfall Harvesting design and engineering documentation shall be submitted with the first final site plan and building plazas for the Property). In addition, the roofs of all buildings within the Project shall utilize ener&v efficient roofing materials with a high insulation value (insulation value of at least R-19). In addition, the Owner shall select a roof material in an earth -ton.: color that satisfies the Monticello viewshed guidelines as determined by the Thomas;efferson Foundation. Prior to fi-sal site plan approval the Owner shall provide written documentation to tine Comity Director of Community Development that the Thomas Jefferson Foundation has approved the proposed roof material color for the buildings within the Property. 11, Intentionafly Omitted. 12. Transit Funding-. Prior to the issuance of the First certificate of occupancy within the Project, the Owner shall contribute cash to die County or to its designee (which may include a regional transit authority) in the amount of One Hundred Thousand Dollars ($100,000) to be used for capital and/or operating expenses related to tI•ze extension of public transit service to the Property (either to the Bent Creek 8 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHAD. CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN Road or Avon Street entrances to the Project, or to the interior developed area of the Project). Such cash contribution may also be used towards the formation, capitalization and operation of a regional transit authority whose service area includes the Prop". If such cash contribution is not expended for the purposes described in this paragraph 12 within five (5) years from the date of such contribution, all unexpended funds shalt be refunded to the Owner. This paragraph 12 shall be subject to the Cash Proffer .Annual Adjustment Terms. 13. Architectural Consistency. Buildings within the Project shall have a consistent architectural theiria, [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK; SIGNATURE. MAGES TO FOLLOW] WITNESS the following signatures: ztz�ss =.:roc; 2 NEW ERA PROPERTIES, LLC a Virginia limited liab4.ity company By: River Bend Management Inc. a Virginia corporation, its Manager Conan Capshaw, President Date: AVON HOLDINGS, LLC a Virginia limited liability company By: River Bend Management, Inc. a Vir' corpse giro, its Manager B Y� Coran Capsh�faw, President Date: 116 r j IN QZ I 1 .... T.'.� , W z �<(�Q , K � _..I0 Ui Coll? 0 or n 01 117^ � d o < a O ♦ s ¢ 1- f Z ? Za°T QI'- i2� � m W QX 0 0 T X60♦fir cc N��-: CC tJ t e O i3 fTs G ,s { ti Z it U � 1 F � r 1 41. 0. 1 .... T.'.� , W z �<(�Q , K � _..I0 Ui Coll? 0 or n 01 117^ � :REVISIONS REVI DATE COMMENT i BY I L i 3 i! I I I i i j i THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1 -WO -2454848) (PA 1-800-242-1776) (VA 1-300-552-7001) (MD 1-800-257-7777) (DE 1.800-282-856.5) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02M 9113 SCALE: NIA CAD I.D.: SD€i rMWECT: INITIAL IAL SITE UPLAN FOR 5TH STREET STATION LOCATION OF SIVE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL A .BE IIARLE COUNTY, VA B H.LE E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 Iwww.Bohier,Engineering.com W DANIEL R. HINES =" Lic. tio. 0,43176 N%�ti.. SHEET TITLE: SHEET NUMBER: 131D OF 63 I W z �<(�Q ©>0W©- Z. _..I0 Ui Coll? 0 or n d o < a O ♦ s ¢ 1- =)o Z ? Za°T QI'- i2� � m W QX 0 0 T X60♦fir cc CC tJ O Z W G Z Z U � :REVISIONS REVI DATE COMMENT i BY I L i 3 i! I I I i i j i THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1 -WO -2454848) (PA 1-800-242-1776) (VA 1-300-552-7001) (MD 1-800-257-7777) (DE 1.800-282-856.5) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/RTY CHECKED BY: DRH DATE: 02M 9113 SCALE: NIA CAD I.D.: SD€i rMWECT: INITIAL IAL SITE UPLAN FOR 5TH STREET STATION LOCATION OF SIVE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL A .BE IIARLE COUNTY, VA B H.LE E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 Iwww.Bohier,Engineering.com W DANIEL R. HINES =" Lic. tio. 0,43176 N%�ti.. SHEET TITLE: SHEET NUMBER: 131D OF 63 1. ROAD IMPROVEMENTS A. BENT CREEK ROAD AND FIFTH STREET INTERSECTION A PLAN WILL BE PREPARED FOR THE BENT CREEK ROAD AND FIFTH STREET INTERSECTION IMPROVEMENTS. THIS PLAN WILL BE COORDINATED WITH AND APPROVED BY THE CITY OF CHARLOTTESVILLE. THE REQUIRED SIGNAL LANE IMPROVEMENTS AT THIS INTERSECTION WILL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF APPROVAL OF THE FIRST CERTIFICATE OF OCCUPANCY FOR THE PROPERTY. B. BENT CREEK ROAD BRIDGE AN INVESTIGATION IS CURRENTLY TAKING PLACE TO SEE IF THE EXISTING BRIDGE SPANNING MOORE'S CREEK SUPPORTING BENT CREEK ROAD IS SAFE FOR TRAFFIC. AT LEAST TWO (2) THROUGH LANES FOR BENT CREEK ROAD WILL BE PROVIDED. C. BENT CREEK PARKWAY FROM BENT CREEK ROAD TO AVON STREET (EXCLUDING THE. LANDFILL SEGMENT) THIS PLAN PROPOSES A TWO-LANE ROAD OTHERWISE KNOWN AS BENT CREEK PARKWAY TO BE CONSTRUCTED FROM BENT CREEK ROAD TO AVON STREET WITH 77 FOOT RIGHT -OF WAY, WHICH WILL BE SUFFICIENT FOR A FUTURE EXPANSION TO FOUR -LANES. CURB AND GUTTER IS PROPOSED ON THE DEVELOPMENT SIDE OF THE PROPERTY AND A SHOULDER IS PROPOSED ON THE OTHER SIDE OF THE ROAD. BENT CREEK PARKWAY WILL BE CONSTRUCTED, BONDED, AND READY TO BE RECOMMENDED FOR ACCEPTANCE INTO THE PUBLIC ROADWAY SYSTEM; AND IT WILL BE DETERMINED THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY. ONCE THIS IS DONE AND WITHIN 60 DAYS AFTER THE WRITTEN REQUEST FROM THE COUNTY, THE OWNER WILL DEDICATE THIS PORTION OF BENT CREEK PARKWAY AS A PUBLIC ROAD INTO THE VDOT MAINTENANCE SYSTEM. THIS PORTION OF BENT CREEK PARKWAY WILL BE OFFSET TO THE DEVELOPMENT SIDE OF THE PROPERTY FROM THE CENTERLINE OF THE RIGHT-OF-WAY. D. BENT CREEK PARKWAY; LANDFILL SEGMENT 1. STATUS OF LANDFILL SEGMENT THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT IS PROPOSED WITH THIS APPLICATION AS A PRIVATE STREET THAT IS PRIVATELY MAINTAINED WITH A PUBLIC ACCESS EASEMENT. THE FIRST FINAL SITE PLAN FOR THE PROPERTY WILL RESERVE THE LANDFILL SEGMENT AND ALL APPLICABLE EASEMENTS FOR FUTURE DEDICATION TO THE COUNTY AT THE COUNTY'S REQUEST AND IN THE COUNTYS SOLE DISCRETION. 2. DESIGN BENT CREEK PARKWAY ON THE LANDFILL SEGMENT HAS THE SAME PROPOSED RIGHT-OF-WAY WIDTH OF 77 FEET AS THE DEVELOPMENT PARCEL; HOWEVER BOTH SIDES OF THE ROAD WILL BE A SHOULDER SECTION. THIS PORTION OF THE ROAD WILL ALSO BE CENTERED WITHIN THE RIGHT-OF-WAY. THIS PORTION OF BENT CREEK PARKWAY WILL ALSO INCORPORATE ADDITIONAL DESIGN REQUIREMENTS FROM DEQ'S WORK PLAN. 3. CONSTRUCTION AND METHOD OF CONSTRUCTION THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT IS PROPOSED TO BE TOTALLY IN FILL SO NO CUT IS ANTICIPATED ON THIS SEGMENT WHICH COULD CHANGE THE EXISTING LANDFILL. THE OWNER WILL OBTAIN APPROVAL OF THE METHOD OF CONSTRUCTION FOR THIS PORTION OF BENT CREEK PARKWAY FROM DEQ AS AN ELEMENT OF THE APPROVED LANDFILL WORK PLAN PRIOR TO APPROVAL OF THE FIRST FINAL SITE PLAN FOR THE PROPERTY. 4. MAINTENANCE THE OWNER WILL COORDINATE WITH THE COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT AND COUNTY ATTORNEY TO OBTAIN APPROVAL OF A RECORDABLE INSTRUMENT PROVIDING FOR THE PERPETUAL MAINTENANCE BY THE OWNER OF THE LANDFILL SEGMENT OF BENT CREEK PARKWAY, SUBJECT TO THE DEDICATION AND ACCEPTANCE OF THE LANDFILL SEGMENT AS PUBLIC RIGHT-OF-WAY. THIS MAINTENANCE INSTRUMENT WILL BE IN A FORM AND BE OF A SUBSTANCE THAT IS APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND BY THE COUNTY ATTORNEY. S. COMPLETION THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT WILL BE CONSTRUCTED AND BONDED AND THE COUNTY ENGINEER WILL DETERMINE THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE FIRST BUILDING WITHIN THE PROPERTY. 6. REMEDIATION AND REOPENING IN THE EVENT OF CLOSURE ACKNOWLEDGED, THE OWNER SHALL COMPLY WITH THIS PROFFER IN THE EVENT OF ROADWAY CLOSURE OVER THE LANDFILL. 7, COUNTY'S ACCEPTANCE NOTED, THE COUNTY'S ACCEPTANCE OF THIS PROFFER STATEMENT DOES NOT CONFER ANY APPROVAL OF SPECIAL USE PERMITS. E. AVON STREET IMPROVEMENTS THE OWNER WILL DEDICATE PUBLIC RIGHT-OF-WAY THAT WILL BE SHOWN ON THE FINAL SITE PLANS, AND CONSTRUCT RIGHT TURN LANE ON AVON STREET SOUTHBOUND FROM THE NORTHERN BOUNDARY OF THE PROPERTY TO THE INTERSECTION OF AVON STREET AND BENT CREEK PARKWAY. A LEFT TURN LANE AND SIGNAL IMPROVEMENTS ARE CURRENTLY ANTICIPATED AT THE INTERSECTION OF AVON STREET AND BENT CREEK PARKWAY. AN INVESTIGATION IS CURRENTLY IN PROGRESS TO SEE IF THE SIGNALS AND LEFT TURN LANE ARE WARRANTED AT THIS INTERSECTION. THESE IMPROVEMENTS WILL BE CONSTRUCTED, BONDED, READY FOR RECOMMENDATION FOR ACCEPTANCE INTO THE PUBLIC SYSTEM, AND DETERMINED THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC AS A CONDITION OF ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY. F. TRANSPORTATION PROFFERS COMPLIANCE 1. THE. IMPROVEMENTS TO BENT CREEK ROAD BRIDGE, THE PORTION OF BENT CREEK PARKWAY FROM BENT CREEK ROAD TO THE LANDFILL SEGMENT, AND THE AVON STREET IMPROVEMENTS ARE DESIGNED TO VDOT STANDARDS. THESE IMPROVEMENTS WILL ULTIMATELY BE APPROVED BY VDOT AND ACCEPTED INTO THE PUBLIC SYSTEM. VDOT HAS CONFIRMED THAT THIS APPLICATION CAN USE THE GEOMETRIC DESIGN STANDARDS FOR URBAN COLLECTOR STREET SYSTEM li 2. ALL WARRANTED SIGNAL IMPROVEMENTS WILL BE COORDINATED WITH AND APPROVED BY THE CITY OF CHARLOTTESVILLE AND VDOT TO ADDRESS SIGNAL TIMING. 3. THE OWNER WILL SUBMIT TO THE CITY OF CHARLOTTESVILLE PLANS FOR ALL TRANSPORTATION AND INFRASTRUCTURE IMPROVEMENTS, SPECIFICALLY TO THE FIFTH STREET AND BENT CREEK ROAD INTERSECTION THAT ARE WITHIN THE LIMITS OF THE CITY OF CHARLOTTESVILLE. THESE PLANS WILL BE SUBMITTED WITHIN 60 DAYS AFTER THE FIRST SITE PLAN OF THE PROPERTY IS SUBMITTED TO THE COUNTY AND APPROVAL WILL BE DILIGENTLY PURSUED. G. TRANSIT STOP; PARK AND RIDE LOT TO BE SHOWN WITH THE FINAL SITE PLANS, THE OWNER WILL EITHER PROVIDE A PAVED PARKING AREA CONTAINING 12 PARKING SPACES NEAR THE AVON STREET INTERSECTION OR SHARE PARKING SPACES WITH ANOTHER USE FOR TEMPORARY USE BY COMMUTERS. THE PARK AND RIDE LOT WILL ALSO INCLUDE A TRANSIT STOP. THE PARK AND RIDE LOT WILL BE CONSTRUCTED WITH EITHER THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL PARCEL OR WITHIN THE PARKING AREA OF ANOTHER USE. THE TRANSIT STOP AND PARK AND RIDE LOG WILL BE DESIGNED AND CONSTRUCTED IN COORDINATION WITH THE COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT AND CHARLOTTESVILLE AREA TRANSIT OR REGIONAL TRANSIT AUTHORITY AND WILL INCORPORATE A SHELTER INCLUDING A REST BENCH, PEDESTRIAN ACCESS, AND SIGNAGE CONSISTENT WITH OTHER SIMILAR CAT FACILITIES. 2. GREENWAY DEDICATION THE OWNER WILL DEDICATE AN AREA AS APPROXIMATELY SHOWN ON THE ZONING APPLICATION PLAN AMENDMENT AS "GREENWAY TRAIL IMPROVEMENTS". SUCH DEDICATION WILL OCCUR AFTER FINAL SITE PLAN APPROVAL AND AFTER THE COUNTY REQUESTS SUCH DEDICATION IN WRITING. THE DEDICATION WILL BE COMPLETER WITHIN 6 MONTHS AFTER RECEIPT OF REQUEST. 3. DEDICATION FOR GREENWAY PARK; CASH CONTRIBUTION FOR GREENWAY TRAIT. THE OWNER WILL DEDICATE WITHIN 6 MONTHS AFTER RECEIPT OF THE REQUEST FOR DEDICATION THE AREA SHOWN ON THE APPLICATION PLAN AMENDMENT AS "PASSIVE OPEN SPACE AND TRAIL HAND PARD.'. AT LEAST 5 PARKING SPACES IN THE ADJACENT PARKING LOT WILL BE RESERVED FOR TRAIL HEAD USE FOR THE GREENWAY PARK. THE OWNER WILL MAKE A $250,000 CONTRIBUTION TO THE COUNTY PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR Ta THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPEOPICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT MWEER OF RECORD IN WRITING PRIOR TO THE START OFCONSTRUCTT ION. FAILURE BY THE CONTRACTOR TONOTIFYTHEPROJECT ENGINEER SHALL CONSTIT�Fft E ACCEPTANCE OF FULL RESPONSEBIUTY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 4. CASH CONTRIBUTION FOR PEDESTRIAN LINK TO WILLOUGHBY SUBDIVISION THE OWNER WILL MAKE A CASH CONTRIBUTION TO THE. COUNTY IN THE AMOUNT OF $100,000 FOR THE CONSTRUCTION BY THE COUNTY OF A PEDESTRIAN PATH OR TRAIL CONNECTING THE. PROPERTY TO THE WILLOUGHBY SUBDIVISION. IF THIS NOTICE IS REQUESTED AFTER FINAL SITE PLAN APPROVAL BUT PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY, THE CONTRIBUTION WILL BE PAID BY THE OWNER. PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. IF THE NOTICE IS DELIVERED AFTER ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT, THE CONTRIBUTION WILL BE PAID BY THE OWNER WITHIN 30 DAYS AFTER DELIVERY OF THE NOTICE.. IF SUFFICIENT RIGHT-OF-WAY DOESN'T EXIST OR CANNOT BE OBTAINED TO CONSTRUCT THE WILLOUGHBY LINK WITHIN FIVE YEARS AFTER ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY, THE COUNTY WILL NOTIFY THE OWNER OF SUCH DETERMINATION IN WRITING, IN WHICH EVENT THE OWNER WILL PAY A $25,000 CONTRIBUTION WITHIN 30 HAYS OF THE NOTICE. 5. TREE CONSERVATION AREAS PLEASE REFER TO SHEET It WHICH SHOWS THE 12 ACRES TO BE SAVED WITH APPROXIMATELY 7 ACRES ON THE DEVELOPMENT PROPERTY AND THE 5 ACRES WITHIN THE LANDFILL AREA. A FOREST STEWARDSHIP PLAN WILL BE APPROVED BY THE COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT FOR MANAGEMENT OF CONSERVATION AREAS ON THE PROPERTY. 6. LEED STANDARDS ARCHITECTURE WILL BE DESIGNED TO BE RATED A MINIMUM OF CERTIFIED UNDER THE LEED GREEN BUILDING DATING SYSTEM OR A COMBINATION OF LEED GREEN BUILDING RATING SYSTEMS THAT IS MOST APPLICABLE TO THE PARTICULAR BUILDINGS AT THE TIME OF THE APPLICATION. PRIOR TO ISSUANCE OF THE BUILDING PERMIT FOR ANY PROPOSED LEED COMPLIANT COMMERCIAL SPACE, THE OWNER WILL PROVIDE A CERTIFICATE FROM A LEED CERTIFIED ARCHITECT THAT SUCH SPACE IS DESIGNED TO ACHIEVE A MINIMUM "CERTIFIED" RATING. THE OWNER WILL ALSO SUBMIT A WRITTEN STATEMENT FROM THE ARCHITECT THAT THE BUILDING WAS BUILT TO THE PLANS AS WHICH THE OPINION WAS BASED. 7. MOORE'S CREEK EROSION AND BUFFER PROJECTS THE OWNER WILL COMPLETE THE EROSION AND BUFFER PROJECTS FOR MOORE'S CREEK IN THE AREAS DEPICTED ON THE MAP AS SHOWN WITH EXHIBIT B AND ALSO IN THE AREAS WITHIN THE PROPERTY ON THE CITY'S SIDE OF MOOD CHEEK. THE SCHEDULE AND SCOPE OF THE EROSION AND BUFFER PROJECTS WILL BE SUBMITTED AND APPROVED WITH THE FIRST FINAL SITE PLAN WITHIN THE PROPERTY AND WILL BE COMPLETED WITHIN THREE (3) YEARS FROM THE DATE OF THE APPROVAL FROM THE FIRST FINAL SITE PLAN WITHIN THE PROPERTY. 8. LANDFILL AREA; WORK PLAN; DEPARTMENT OF ENVIRONMENTAL QUALITY THE OWNER WILL OBTAIN DEQ APPROVAL OF A WORK PLAN PRIOR TO PRELIMINARY SITE PLAN APPROVAL, PRELIMINARY SUBDIVISION PLAT APPROVAL, OR THE APPROVAL OF ANY GRADING PLAN INVOLVING DISTURBANCE OF THE LANDFILL AREA. A. THE LANDFILL WORK PLAN WILL INCLUDE A DISCUSSION OF THE ITEMS MENTIONED IN THIS PROFFER. S. THE LANDFILL WORK PLAN WILL INCLUDE A PLAN TO STABILIZE AND COVER ANY EXPOSED WASTE ON THE PROPERTY DISCUSSED DURING THE SYSTEMATIC STUDY REFERENCED IN PARAGRAPH 8A. C. THE LANDFILL WORK PLAN WILL INCLUDE A PLAN THAT ADDRESSES THE CONSTRUCTION TECHNIQUES TO BE EMPLOYED TO ALLOW CONSTRUCTION OF BENT CREEK PARKWAY AND ANY RELATED IMPROVEMENTS OVER THE WASTE DEPOSITS. D. THE OWNER WILL PURSUE DEQ'S APPROVAL OF THE LANDFILL WORK PLAN AND WILL PROVIDE THE COUNTY A COPY OF BOTH THE SUBMITTED AND APPROVED LANDFILL WORK PIAN WITH ALL BACKUP DATA SUBMITTED IN DEQ'S APPROVAL OF THE. LANDFILL WORK PLAN AS A CONDITION OF APPROVAL FOR THE FIRST PRELIMINARY SITE FLAN. THE WORK. DESCRIBED WITHIN THE LANDFILL WORK PLAN WILL BE SUBSTANTIALLY COMPLETED BY THE OWNER PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT FOR CONSTRUCTING BUILDING IMPROVEMENTS ON THE PROPERTY AND SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY. THE OWNER. WILL ALSO PROVIDE A CERTIFICATION FROM A LICENSED GEOTECHNICAL ENGINEER THAT THE WORK UNDER THE LANDFILL WORK PLAN IS COMPLETE, 9. CULTURE RESOURCES A PHASE I HISTORIC RESOURCES SURVEY WILL BE COMPLETED AND SUPPLIED TO THE COUNTY PRIOR TO COMMENCING LAND DISTURBING ACTIVITY IN THE AREA INCLUDING IN THE FORMER WILLOUGHBY MANSION SITE. 1i EROSION AND SEDIMENT CONTROL AND STORMiI'ftATER_QUALITY MANAGEMENT A. EROSION AND SEDIMENT CONTROL TO THE EXTENT PRACTICABLE, ADDITIONAL EROSION AND SEDIMENT CONTROLS TO ACHIEVE A SEDIMENT REMOVAL RATE OF 80% FOR THE PROPERTY WILL BE PROVIDED WITH FINAL ENGINEERING BY THE OWNER. S. STORMWATER QUALITY MANAGEMENT WITH THIS PLAN, A BMP FACILITY HAS BEEN PROPOSED IN THE. GENERAL AREA SHOWN AS THE BMP POND FACILITY ON SHEET 2 OF THE ZONING APPLICATION PLAN AMENDMENT TO CAPTURE AND FILTER THE WATER RUNOFF AND DRAINAGE FROM AN OFFSITE AREA, C. INTENTIONALLY OMITTED D. RAINFALL HARVESTING AND ROOF DESIGN THE OWNER WILL INCORPORATE RAINFALL HARVESTING MEASURES INTO THE OVERALL PROPERTY WITH THE INITIAL SITE PLAN. THE ROOFS OF ALL BUILDINGS WILL UTILIZE ENERGY EFFICIENT ROOFING MATERIALS. 11. INTENTIONALLY OMITTED 12. TRANSIT FUNDING THE OWNER WILL CONTRIBUTE $100,000.00 TO THE COUNTY OR IT'S DESIGNEE TO BE USED FOR CAPITAL ANDIOR OPERATING EXPENSES RELATED TO THE EXTENSION OF THE PUBLIC TRANSIT SERVICE TO THE PROPERTY PRIOR TO THE ISSUANCE OF T H2 FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. 13. ARCHITECTURAL. CONSISTENCY ALL BUILDINGS WITHIN THE PROJECT WILL HAVE A CONSISTENT ARCHITECTURAL THEME. REVISIONS REV; DATE COMMENT I BY i � I f I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTKS SURFACE ANYWHERE IN THE STATE. (€N VIRGINIA, MARYLAND, AND DELAWARE 811) (INV 1-800-2454W)(PA 1-800-242176) (VA t -80o 5s2-7001) (MD 1-800-257-7777)PE 14M28M555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: ORH DATE: 02/19143 SCALE: NIA CAD I.D: SD0 PROJECT: I� jilL 1111 f�fflj FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 1 91 26 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com SHEET TITLE: SHEET NUMBER, 14 4 4.7 �5 OF 63 J � i1. u ! �z z`"' 1z€-< s w, '<r Iro _ Z c>oMc Q f6 H u ..��.� { Ix u. O o C iol 5 m}20 R10? ,z<d C?J U" Z3 osw 0 to zrp W z P Z c Q REVISIONS REV; DATE COMMENT I BY i � I f I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTKS SURFACE ANYWHERE IN THE STATE. (€N VIRGINIA, MARYLAND, AND DELAWARE 811) (INV 1-800-2454W)(PA 1-800-242176) (VA t -80o 5s2-7001) (MD 1-800-257-7777)PE 14M28M555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPIRTY CHECKED BY: ORH DATE: 02/19143 SCALE: NIA CAD I.D: SD0 PROJECT: I� jilL 1111 f�fflj FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 1 91 26 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com SHEET TITLE: SHEET NUMBER, 14 4 4.7 �5 OF 63