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Home My WebLink AboutSDP201300003 Plan - Other (not approved) 2013-01-17PR"EAPP [.....[CA riON PLAN IT 18 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 RESPONSISIUTY 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 FIR(W-M TAX MAP PARCELS 1176M 1 -00-00-002AO 076M 1 -00-00-002BO 076M 1 - LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED 0 SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 11•I J A LOCATION MAP COPYRIGHT ADC 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 ♦APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434 )245 -4932 CONTACT: ALAN TAYLOR S.J. COLLINS ENTERPRISES 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770 )692 -8300 CONTACT: DANIELS. TUCKER a �' ♦BOIUNDARY & TOPOGRAPHIC /ALTA SURVEY: "ALTfAIACSM 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 #2009 -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 14,20`12) ♦ CRITICAL SLOPES SPECIAL E. ;r. EPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 GOVEIZNINGACT iVUES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 4011 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEA.: (434) 296 -5832 FAX: (434) 972 -4126 SHEET INDEX -is " '$e° WO 631 ' ft 2 -3 $ W Zc a ResTMn ° ``�s ((cr �' FiRY5 PRING a rn '� n �9 c , �$`; �° 4 IDGEI << ST 19 ; `' oo qVF �� _ �� ?' ooh¢ 9 YLafl Sot• Piz N 4 � . n Averw VIEW f a Park rn H W W ° , CD Z RR. ¢, X11 '\ 2 1•. Q RPRR\S peU ryry,� W .P( ¢5 y r Z TROOST �`rw.S ' bs °? Rp > 2 11 Q oMasE� fla ill C °�Q �o gM1by s (ANOIN GIB a Q U w jN m LL G Y 4 SITEepac9 9COU GRE N 631 14 gym o y69 Ch o r ottas yea 'y�J' Se iila- Albemarla arity Comple atio c .2 VV 'S S Q" � ,�, ory u c OAK HILL P9110 � oo Cf us ¢ \�Y P Q�`�• C(y y N .'1.. IaK� QJQ \'a\� G j W 9S fllNa q 4 oflm SO" THWOOD R yno o Y A�� r_ Ta S F EST" MHP 3 Lake o y LOCATION MAP COPYRIGHT ADC 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 ♦APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434 )245 -4932 CONTACT: ALAN TAYLOR S.J. COLLINS ENTERPRISES 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770 )692 -8300 CONTACT: DANIELS. TUCKER a �' ♦BOIUNDARY & TOPOGRAPHIC /ALTA SURVEY: "ALTfAIACSM 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 #2009 -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 14,20`12) ♦ CRITICAL SLOPES SPECIAL E. ;r. EPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 GOVEIZNINGACT iVUES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 4011 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEA.: (434) 296 -5832 FAX: (434) 972 -4126 SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES AND DETAILS 2 -3 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN 4 OVERALL SITE AND PHASING PLAN 5 CONCEPTUAL GRADING AND UTILITY PLAN 6 -15 TREE PRESERVATION PLAN 16 APPROVED PROFFERS 17 -18 PROFFER ANALYSIS 19 wa F IW � W z 0`' z CAPW4 REVISIONS 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) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800552 -7001) (MD 1 -800- 257 -7777) (DE 1. 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07113 SCALE: AS NOTED CAD I.D.: SDO PREAPPLICATION PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L_ BOHLER 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 wwwr- AnhiprEnainpprina r_nm COVER SHEET SHEET NUMBER: I OF 19 J LL >QQd W 0 Z ❑2 O0D. �ZZZ�w wOJwga g O Z o3:W4o= ml — mean. U O O M a z O ♦aJ CD 0ZYZ> z XQYU.W : mZ<z OJO2III (gQWUU (n H GGG�� rn H W W z cc CD Z C7 P4 O U a H W � Z lun A � a O � a U REVISIONS 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) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800552 -7001) (MD 1 -800- 257 -7777) (DE 1. 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07113 SCALE: AS NOTED CAD I.D.: SDO PREAPPLICATION PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L_ BOHLER 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 wwwr- AnhiprEnainpprina r_nm COVER SHEET SHEET NUMBER: I OF 19 STANDARD DRAWING LEGEND STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET NOT TO SCALE L1 EXISTING NOTE TYPICAL NOTE TEXT O PROPOSED NOTE R FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE L4 ONSITE PROPERTY LINE / R.O.W. LINE _ _ ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - S 54 01 E EASEMENT LINE L8 ARCH ARCHITECTURAL PT POINT OF TANGENCY 107.18' SETBACK LINE - - - - - - - - BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN L12 BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE 90.55' CONCRETE CURB 8 GUTTER CURB AND GUTTER BK BLOCK PVI POINT OF VERTICAL INTERSECTION L16 SPILL CURB I TRANSITION CUPJ3 BL BASELINE PVT POINT OF VERTICAL TANGENCY L18 I DEPRESSED CURB AND GUTTER 87.32' BLDG BUILDING R RADIUS S 49 014'43" W 68.01' BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE S 53 039'55" W UTILITY POLE WITH LIGHT L23 BRL BUILDING RESTRICTION LANE RET WALL RETAINING WALL 20.31' POLE LIGHT S 70 042'54" W CF CUBIC FEET R/W RIGHT OF WAY TRAFFIC LIGHT p CL CENTERLINE S SLOPE CORRUGATED METAL PIPE SAN SANITARY SEWER O UTILITY POLE 0 ECONN CONN ECTION SF SQUARE FEET TYPICAL LIGHT CONC CONCRETE STA STATION ACORN LIGHT CPP CORRUGATED PLASTIC PIPE STM STORM TYPICAL SIGN -�- CY CUBIC YARDS TBR TO BE REMOVED X PARKING COUNTS X DEC DECORATIVE TBRL TO BE RELOCATED DEP DEPRESSED TC TOP OF CURB DIP DUCTILE IRON PIPE TELE TELEPHONE -170- - ------- - - - - -- 169------ - - - - -- CONTOUR LINE 190 18% DOM DOMESTIC TPF TREE PROTECTION FENCE TC 516.4 OR 516,4 SPOT ELEVATIONS C516.00 TC 516.00 BC 515.55 ELEC ELECTRIC TW TOP OF WALL ELEV ELEVATION TYP TYPICAL SAN SANITARY LABEL pol EP EDGE OF PAVEMENT UG UNDERGROUND �X STORM LABEL X e ES EDGE OF SHOULDER UP UTILITY POLE SL SANITARY SEWER LATERAL SL EW END WALL W WIDE w UNDERGROUND WATER LINE w EX EXISTING W/L WATER LINE E UNDERGROUND ELECTRIC LINE E FES ND SECTION W/M WATER METER G UNDERGROUND GAS LINE G FF FINISHED FLOOR ± PLUS OR MINUS -�y OVERHEAD WIRE OH FH FIRE HYDRANT DEGREE FG FINISHED GRADE 0 DIAMETER T UNDERGROUND TELEPHONE LINE T G GRADE # NUMBER C UNDERGROUND CABLE LINE C GF FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL - - - - - - - - - - - - STORM SEWER GL GRADE OF WALLOWER, SIDE S SANITARY SEWER MAIN S GIRT GRATE 101 HYDRANT GV GATE VALVE O SANITARY MANHOLE �\I 1`._ % HDPE HIGH DENSITY POLYETHYLENE PIPE QD) STORM MANHOLE - \ r - HP HIGH POINT ®M WATER METER 0 HOR HORIZONTAL wv r� WATER VALVE • HW HEADWALL F-1 GAS VALVE INT INTERSECTION ® GAS METER ® INV INVERT LF LINEAR FOOT TYPICAL END SECTION LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE HEADWALL OR ENDWALL )I°R� LOS LINE OF SIGHT ®I YARD INLET O LP LOW POINT CURB INLET full L/S LANDSCAPE O CLEAN O MAX MAXIMUM l� ELECTRIC MANHOLE l�J MIN MINIMUM 0 TELEPHONE MANHOLE O MH MANHOLE MJ MECHANICAL JOINT EB ELECOTRIC FEB] oC ON CENTER EP ELECTRIC PEDESTAL EP PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN MONITORING WELL I.Ir1 TEST PIT PI POINT OF INTERSECTION ® BENCHMARK BORING 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 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 CONSTUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGUUTIONS AND CODES. GENERAL DEMOLITION PLAN NOTES 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 FEDERA L , 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 FOR/TO: 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 AND /OR 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. VI E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE 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. F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "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, STATE, AND 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. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS 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 GEOTECHNICAL ENGINEER. 7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES 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 OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE- DEMOLITION" CONDITION. 12. CONTRACTOR IS 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 ALL "MEANS AIND METHODS" ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. 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. LINE TABLE: NUMBER DIRECTION DISTANCE L1 S 25 045'15" E 45.00' L2 N 67 01 E 94.62' L3 N 79 022'34" E 116.39' L4 S 83 034'22" E 57.57' L5 S 47 052'29" E 144.96' L6 S 19 055'46" E 51.87' L7 S 54 01 E 70.31' L8 S 28 024'07" E 159.06' L9 S 51036'30" E 107.18' L10 S 40 037'37" E 203.95' L11 S 24 022'52" E 74.33' L12 S 44 031'58" E 117.15' L13 S 11 004'03" E 90.55' L14 S 61002'14" E 144.22' L15 S 53 031'54" E 77.25' L16 S 35 035'32" E 146.67' L17 S 48 003'47" E 38.80' L18 S 81029'12" E 87.32' L19 S 52 027'13" E 148.66' L20 S 49 014'43" W 68.01' L21 N 86 035'50" W 35.36' L22 S 53 039'55" W 76.32' L23 S 73 °10'41" W 71.59' L24 S 49 055'36" W 20.31' L25 S 70 042'54" W 100.00' NUMBER DIRECTION DISTANCE L26 S 48 051'09" W 117.87' L27 S 72 °21'31" W 40.36' L28 S 62 010'58" W 62.92' L29 S 34 023'58" W 40.98' L30 S 59 024'00" W 43.08' L31 S 45 °01'13" W 68.60' L32 S 75 04343" W 25.27' L33 N 67 014'58" W 54.07' L34 N 80 020'49" W 42.45' L35 S 70 028'28" W 60.94' L36 S 41013'10" E 107.39' L37 S 82 017'53" E 75.19' L38 N 51034'57" E 90.10' L39 N 29 055'52" E 94.32' L40 N 63 028'27" E 68.44' L41 N 43 023'57" E 83.99' L42 N 10 040'38" E 78.62' L43 N 35 °00'11" E 151.39' L44 N 18 051'49" E 133.94' L45 N 30 °37'56" E 135.46' L46 N 72 056'38" E 66.81' L47 N 55014'43" E 129.56' L48 N 57 039'54" W 20.00' L49 N 39 057'32" E 88.99' L50 N 67 017'05" E 19.76' PROPOSED EASEMENT LEGEND J SI I SIGHT DISTANCE I - STORM DRAIN 1 �ZZZ =W SANITARY SEWER - w WATER U PUBLIC ACCESS Oa 0 - COMMON SHARED IE - INGRESS - EGRESS - PUBLIC UTILITY LLOf LU - VARIABLE WIDTH S 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 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. THE GEOTECHNICAL REPORT 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. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. B. ALL DIMENSIONS SHOWN ON THE PLANS 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 ENTRY /EXIT 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 EXTREME CARE WHEN PERFORMING 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. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND 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 CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. 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 IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS /MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS /MEANS 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 TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED 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 PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB - CONSULTANTS AT A CONSTRUCTION /PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED 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'S 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 TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH 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 OR FOLLOWING THE COMPLETION OF THE PROJECT, 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 SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL 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 BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. 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 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 IS 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 REMOVED /RELOCATED DURING SITE ACTIVITY, 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE 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. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES /SERVICES 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 - INS /CONNECTIONS 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. 7. 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 UTILITIES /SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE 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 IN COMPACTION REPORT PREPARED BY 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 BACKFILL 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 HAVING JURISDICTION FOR EXCAVATION AND TRENCHING 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 AND /OR TRENCHING PROCEDURES. 12. PAVEMENT `HALL 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 EXISTING 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 ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE 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. MF2 w a 1 W W z 0 z pqW4 REVISIONS 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) 1 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800-552-7001) (MO 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: • FOR 5TH STREET STATION LIOCATION 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com Q DANIEL R. HINES 'P Lic. No. 043176 /7 1 ¢SS�ONA1. ECG` SHEET TITLE: SHEET NUMBER: I. J F boa a ME W �ZZZ =W k, w0�wgo �3w�irg w a o o x Or U Oa 0 1 a a x z O ♦ U on C) Z z >:z UV,, LLOf LU cn W 0 0 ♦♦.♦♦ REVISIONS 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) 1 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800-552-7001) (MO 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: • FOR 5TH STREET STATION LIOCATION 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com Q DANIEL R. HINES 'P Lic. No. 043176 /7 1 ¢SS�ONA1. ECG` SHEET TITLE: SHEET NUMBER: I. F W F W ZO UV,, sx I W z a) oz DO A � a O d � a 9 U W REVISIONS 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) 1 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800-552-7001) (MO 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: • FOR 5TH STREET STATION LIOCATION 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com Q DANIEL R. HINES 'P Lic. No. 043176 /7 1 ¢SS�ONA1. ECG` SHEET TITLE: SHEET NUMBER: I. v t COUNTY TM 76M2-1, PAR �fl ZONEVIPUD Alf USE OPENSPACE- VACANTLAND m NIFRANDOLPHD. WADE EAT(Co.) , ik D.B. 983, Pg280P s TM. 76M2, PA J Z, 6 8 A ACV ---------- 1 00ONT, L OAWb RA T �f'21p, PAR 13-1 'u '-ZONEO ftl&- VAC�AAT-__ -OU49JM &R. 0 Ltlt)69�5, Pg 336 (Go COUNTY TM. 76M2-1, PAR C j W ER" D.fl, 222, Pg,�WPLA_ T XP74_ 2cm -Plu- 00AIEDPUD N T, USE OPEN SPA CE - VA CA N T LA ND EkAl 462, isoc. Tyi - - - ---------- ------ DOLPHD. WADE AT 6ucjmy NIFRAN r RR�634, Pg 68 D B. 1087, Pg 549 PLA T (Co.) -6 ec �N. ------------ q J� N 11:10 if j \j A 1'j --------------- 14/ 5, vu 1), AVO V.- �\V -- - - - - - - - - - - r ------- 4_20 - DENSE NWDS�, i A "I "0, _-.400 (W) If I if _9� vi If 0 77-77_�-'� J J ------ -------- if C) A P 0 h�qT WEA 0 17A c� 41 F I it _\ - --- - - 11 1 42 D.A 894. C —4v— -Ir I I f 77A - f 7M '7 j "k, Hill 1� it "Al L �ip N 2 ,j, ql� "i 67 c J ------ 1�0 N.0 Nz:� �zu e� r t Y BUILDING PRI _445 V I? (78R) m iK' 95 y (78R) F DENS, kso, 6y r n M. 76MI, PAR. 4A 4 v j 4V. Z 9.222\ACRES N i-i V ZOMD,,PD-SC ORAGE W4REWOUSE 'A,PR0P1ER7I6SLLC1 0 YR) A*WER _-',M(Cb DB 59,f �;B. 26e Pg L LAT N,,�Pg 166 P (Co.) 29R)\ % LXI, )PPlfF=R,7Y A NSE "s 5 MR) p g" !j� cp, ko) ,,v A QV0, 0 0 Al KX44M TO IFB rTY TM. 2M, -2 jex Z 42 < Pk \f _,x X XNS n------ 1"0 ------------ 4', '40 0 PA P, f ----------- JB, PAR.' Al ---------- RESTAURAzyT A F I I Y L TD. A CRa eOU2�Trl ITAf 76M], Pjfl.-2B 49 488 WS -Pg, 580 Pg, 584 PL A T (C ty) ZONED PD-SC k ml- ", N� - VA CA N T L A ND A NEW,9RA PROPERTIES LLC CO.) -D.B. 2 et, 5el "I IWO �r� jjdlX_. T(Cj1f`ly)�,' ---------- D.R 41� "k 9, LiNr F Y WED B__,40 D.A-473, Pg. 579 PIA T (Cil,;�) _q 4 Ts � ry DEMOLITION/REMOVAL LEGEND DEMO LITION/REMOVAL NOTE co DEMOLITION/REAOVAL NOTE TYPICAL NOTE TE)Cr U -S IG4 USE SE. EASEMENT NIF LOVE ----------------- B. 643(Co.) WATER LINE D.B.8_�4,PgI80PLAT(�6) CONCRETE CURB & ------- E ------- UNDERGROUND j "k, Hill 1� it "Al L �ip N 2 ,j, ql� "i 67 c J ------ 1�0 N.0 Nz:� �zu e� r t Y BUILDING PRI _445 V I? (78R) m iK' 95 y (78R) F DENS, kso, 6y r n M. 76MI, PAR. 4A 4 v j 4V. Z 9.222\ACRES N i-i V ZOMD,,PD-SC ORAGE W4REWOUSE 'A,PR0P1ER7I6SLLC1 0 YR) A*WER _-',M(Cb DB 59,f �;B. 26e Pg L LAT N,,�Pg 166 P (Co.) 29R)\ % LXI, )PPlfF=R,7Y A NSE "s 5 MR) p g" !j� cp, ko) ,,v A QV0, 0 0 Al KX44M TO IFB rTY TM. 2M, -2 jex Z 42 < Pk \f _,x X XNS n------ 1"0 ------------ 4', '40 0 PA P, f ----------- JB, PAR.' Al ---------- RESTAURAzyT A F I I Y L TD. A CRa eOU2�Trl ITAf 76M], Pjfl.-2B 49 488 WS -Pg, 580 Pg, 584 PL A T (C ty) ZONED PD-SC k ml- ", N� - VA CA N T L A ND A NEW,9RA PROPERTIES LLC CO.) -D.B. 2 et, 5el "I IWO �r� jjdlX_. T(Cj1f`ly)�,' ---------- D.R 41� "k 9, LiNr F Y WED B__,40 D.A-473, Pg. 579 PIA T (Cil,;�) _q 4 Ts � ry DEMOLITION/REMOVAL LEGEND DEMO LITION/REMOVAL NOTE TYPICAL NOTE TEXT DEMOLITION/REAOVAL NOTE TYPICAL NOTE TE)Cr EASEMENT ------- w ------- UNDERGROUND ----------------- LINE WATER LINE zo CONCRETE CURB & ------- E ------- UNDERGROUND GUTTER ELECTRIC LINE Z) _j LZU5 Wo LIT G UNDERGROUND W cn _j M 005 W1 I M ILIUM I GAS LINE VIE 0 m POLE LIGHT — — — — — -- OH — — — — — — — OVERHEAD WIRE 04 TRAFFIC — — — — — — — T — — — — — — — UNDERGROUND 'm LIGHT TELEPHONE LINE u UTILITY UNDERGROUND CABLE LINE POLE z u- W _j �- ------ STORM TYPICAL --------- SEWER LIGHT ACORN — — — — — — — 5 — — — — — — — SANITARY LIGHT SEWER MAIN \vj TYPICAL *00 HYDRANT SIGN SANITARY MANHOLE w m z w C�n4 PARKING COUNTS STORM MANHOLE SPOT All 5164 OF 519.4 ELEVATIONS M WATER METER I 3mll I SANITARY wV WATER LABEL VALVE < STORM GAS LABEL VALVE — — — — — — SL — — — — — — — SANITARY SEWER GAS z LATERAL METER t t , Q Y T. .2 A I LEGEND: c 4ATTL4NO uwl c KI INC. CRITICAL SLOPES (SLOPES>25%) 7D. 5 0. 11 vy" (op.) ,Co.) If ".0011 k Iq MAN-MADE CRITICAL SLOPES GENERALNOTE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOMATMED (SLOPES>25%) WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENNTS THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RE IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NO'nFY THE PROJECT ENGINEER SSHALL CONST ACCEPTANCE OF FULL RESPONSIBIL[TY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS DIN NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 120 60 30 0 1201 V'= 120' 44 0-4 z z W4 IF, REVISIONS EV I DATE I Com 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 DEL-AWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) ,(VAI-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION F'PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 1 "= 120' CAD I.D.: DPO Nk r PROJECT: PREAPPLICATION PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA wmW 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540) 349-0321 WWW.iBohlerEngineering.com N� DANIEL R. HINES 7 Lic. No. 043176 13- 1/ 0. /1 3 RO PU A I - it SHEET TITLE: OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: 4 OF 19 LLF zo Z) _j LZU5 Wo W cn _j M 005 VIE 0 m 6�p 0 0', 'm u 0 >�z z u- W _j �- Z:� z O<R uJ rj) 0 r) w m z w C�n4 z 0 U rl) Z cc 0 u < z IF, REVISIONS EV I DATE I Com 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 DEL-AWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) ,(VAI-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION F'PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 1 "= 120' CAD I.D.: DPO Nk r PROJECT: PREAPPLICATION PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA wmW 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349A500 Fax: (540) 349-0321 WWW.iBohlerEngineering.com N� DANIEL R. HINES 7 Lic. No. 043176 13- 1/ 0. /1 3 RO PU A I - it SHEET TITLE: OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: 4 OF 19 CITY TM 218 PAR 501 ZOATDHw CITY TM 21B, PAR. Ao USE. "STA UeWyli ZOAWDHW N1FBosff,wLLSUppLyLTD CITY TAI 2.'B PAR 49 D. B. 714, Pg 580 (City) USW-REsTA UR"T NIFBURGERBUSTERSINC ZONEDHw ID 14, P9 584 PLAT (City) D•B. 650, . Pg 342 (City) USE.-MARKET&GAS NIF TIGER FUEL Co. D.B. 64 71 P9 A f PLA T (City) D. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VW 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR sf ___ , , , , -- — \ - � � � � � f �� `, `2- i g� ( CONSTRUCTION �-SrREAP SUFFER LINE -T-f 7 PROJECT No V122001 `O \\ (9 DRAWN BY JLP CHECKED BY: DRH C'. ti" DATE: 1/07/13 ----------- SCALE: =40' it X let _x - ------- ------------------- sso ---------- .CAD I.D.: - -- — -- ------- • G1 , ` \ \ \ __'''" - --------- - - - - -- -------- --------------- - - - - -- ----------- ------ --------- PROJECT: ------ --------- ------------------- 'm A r I k '1114 cIrREW ItrtlT I ------ -------------- 0-1 11�. --------------- Te 1, ----- ------------- ------------- FFEr�' Uk' 0 v 0 ---------------- ----- -- ----------- ---------- 653-08' ------- -- 105",E 31c,16 A ----------- ------ ---------- ---------- ---------- ----------- J 1 ----------- Pz I, enN ----------- ----------------- -------------- -- 1. lu ---------- ----------------- ------- -------------- ------- ------- _:> - ----------------------- - ------------------------------ p ___ ---------- ---------------------------------------------- -------- 05 - p- INV t MATCHLINE. - SHEET 9- GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC IRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS ORAPPUCABI CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT OEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN[ rs I � Al 40 20 10 0 40 1"= 40' RN, ' T 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVIILLE AND VDOT. LANE IMPROVEMENTS SHOWN ARE SUBJECT TO CHANGE. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 • SHEET NUMBER: 6 OF 19 LL Z -� 0 fr< zo mcj< Tc >I zo oz 'Z.- --c' 0 Z C13 C13 LOL LO Lj c c -,< < CL ♦ 71 -JJ u 0 CL cr �Z' FZ7 0Z> >Z: Zo LOL Iz- 0-oxw < w LI z z O Iz-, z 0 U 04 0 g REVISIONS REVI DATE � 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) (VW 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR sf ___ , , , , -- — \ - � � � � � f �� `, `2- i g� ( CONSTRUCTION �-SrREAP SUFFER LINE -T-f 7 PROJECT No V122001 `O \\ (9 DRAWN BY JLP CHECKED BY: DRH C'. ti" DATE: 1/07/13 ----------- SCALE: =40' it X let _x - ------- ------------------- sso ---------- .CAD I.D.: - -- — -- ------- • G1 , ` \ \ \ __'''" - --------- - - - - -- -------- --------------- - - - - -- ----------- ------ --------- PROJECT: ------ --------- ------------------- 'm A r I k '1114 cIrREW ItrtlT I ------ -------------- 0-1 11�. --------------- Te 1, ----- ------------- ------------- FFEr�' Uk' 0 v 0 ---------------- ----- -- ----------- ---------- 653-08' ------- -- 105",E 31c,16 A ----------- ------ ---------- ---------- ---------- ----------- J 1 ----------- Pz I, enN ----------- ----------------- -------------- -- 1. lu ---------- ----------------- ------- -------------- ------- ------- _:> - ----------------------- - ------------------------------ p ___ ---------- ---------------------------------------------- -------- 05 - p- INV t MATCHLINE. - SHEET 9- GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC IRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS ORAPPUCABI CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT OEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN[ rs I � Al 40 20 10 0 40 1"= 40' RN, ' T 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVIILLE AND VDOT. LANE IMPROVEMENTS SHOWN ARE SUBJECT TO CHANGE. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 • SHEET NUMBER: 6 OF 19 � \ ��. � } \ a r� _ 4 \ r \ � � \ _ , !I fir) 'AL v _ ,}, VIR N �� H Sp RID \ 20 (NADV83 \ \ it \ 1 7 \ \\ .11 \ \ § \ "'I"", \ \ om■ \ \1 �, / , 11 ( I .. 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B, 723, Pg 47 (City) .B. 464, Pg 45P AT (Co) \� 1% \ \ \ ,,JOF/ - \ f cr %';E W)LI).�51 / � 1 --/-- I \ _`_�\ I \ /"'� -_k,.A_A f- "tin.nN '�S'TRL4M t/JFr�/1 �/ I \� \ D . , ' \ \� \\? a, \ \ \ -7 \ �.- ,� \,\\ \\\ \ \ !� \\ \\ -h, _ I yv \ \\ \ \«- `�. \ I \ \ 1, \\ \, 1 \ I 11 \ v \ \ \ \\ \ \ \ 1 I \ ' \\ \\ \ \ \ \ \ VV \ \" \\\ \\\ \\,\ , I \. \ \\ \ � \ v A ;A \ \v •v !/ ,\ � , " \ \ <a, \ \\ \ \ 0 \ \ • `-�,. -_ _,. , \ \ ` \ / \ \� � / \ , . I ,� ` /+y \ ® , \` \\ \ � I !. / / \ / / e� `� \<'" �: \ / / \ I � y , � ��© ll� _ ti �� ' \ - _ - _ _ _ r, +k+Si 3�r z , r v _ 91 \ \ 11llc1v5Z_ 1,'EC0AI71�',�,,'V / \ s 11 12 d I 11 - - - \ - %SINE A WER PlP 11 I � _� 1vv / �\ - ,I `M v \ / - � ' I _ `� / 11 �` +-,_ V - \� \ �� \\ v\ n {r, yr 1 III \ _ -- - _ _- I � __\ - \\ / X _ __ 1 -a ��vvv - _ _ _ / _ ll�. - _ ------- - - - - -- - �oaQ \ \ \ / _ - \ _ \ - 6, ,� / _� - _—, __ ", , A ',v �'� ' \ �� - -- - COIIIVTY T.]t�YjI�. -1 �i6�ll, PAIZ 1 , �1 11, 11 ` ` ` ZOl VI.:v.L! LI 9 �' ;r� \ \ Y t } � 'n I t t , ;iki Sd+1.J(C RYA i �rSE.• VACAIVT`LAND , 03 \ \ \ I..`" r �,� 11 _ _ NIFM0_RRIS ORFEK YACHT- L UB IM7, \ \ \ \ \ � � 1 r ' f , - _ 1 v i '!;�'�N! , � " \ - - - 1' _ _ D. B.1711, Pg 424 (Co.) � � 1 v ` ' , � v � \ I -- -- 464 Pg 45PL�1 T (Co.) \', A � G \ '_ \ �-1 v \ \ DE!✓. E W001i:S \ \ \ i , 0 \ ,: /` 1� i ; i / i i I I _ A A AA I I v y v A I 1 _ \ 1 ! gt'� t &" rye y 11 I �_ `� ,\ A V 1 I V I I rn , I I t —_ ', �_ 1 _ , \ �V I 1 / I I v e��( 1 1 i, I - A I A I 1 I .ice' it, f M1 ,; ' \ I I Iv,�`, ' `I C T.M. ZTRG J V I I 1 11 I I , , I ,� -, kipv>n% ,�'.� v S / / A �� i i PROP. SAN SEWER TIE IMZ 11 I � � v r / �1 ' \ i 1 I I I i / / '+�/ /' �` EXISTING' SAN SEINER LG� �g��y��) " W { � _—. 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'I 1.:�,mA:,�a�?�`�4 ., yy ” °n ,r'I,F }l,d1 \ \/ 1 j I I f) \ /'\ /` E'll HL�NJL� SHEEPTL vv 4 U. �, u2��. ✓ v �\ m �� env �" �' ){' �v 1 �� , -k. MATCHLINE SHEET , \ \ \ �\ } } L. \ '�® \ I I \ PROP `�If Imo,�v I I V , , \ Lo- 3 I, RiAIMNt'3 I A , 380 "1,�, la , , \ r° ar r /s rl r'e1 k \ \ \ \\ I I �1 1i rs `\ ,WA�e LE \ \ \ \ y t \ r ')r , i; �,,, Ail` \\ , 1 v t\ vv ,, FP \ ,{ mod, � ,/h v ® ° PROR. STORM % — 3 FP —�� ' "Ik , w , 1 v v v � .,. a I I n �I� xN 'r - v v v PRO . S RM 9' o? 85 Fp I I• 1 40 20 10 0 40 1.= 40' GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT VORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TI 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 ,CCFPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND 11 F ILL .ONFO uaN F WRH LOCALREGULATIONS AND "S. NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. �- -- `� z 11 {dl f ) / I i , *na >o - 11 �\` I'r r - I i t 7 / l i E �' ". E i e! Z. ?wgo 6� _ i� \ o¢o°o o" 44 w ti W�Lp I- v= a Uw I� % } 1 M1 1f,Y �} `` \` '\ R � �/ LY \ `n { fyl` b' V I it I _ - \I� � � \ Yti _� \ p'1 0 3 IA�I��j ra _ 1 -_ - _ 1 ��, _ - _ \ _ ris ,, x J s1 'l tf 0:�R6t m z� V _ _ J {i>Kh� ( -_ ��, 1 , N 0 O I & 9 F a IL z w z N F R . 01 @ W C7 W W p W `n � y a g � `� U) 0 Px L7 ,< p E €a `- 11 ,. 0 _- �_- w `' ".�\ - -'_ 11 I �' ; �,; ' -_ _- Q a zz " ? z w15 -1 ' _ I, _ _ �. .\ \ e , a 11 U IF W to i TY T.MI 21B, P�? 52 \ ZONED HW/ \ \ \l\", SE.• VACANT D M IS CREEK YA HT CL JIB, IN I / , D. B, 723, Pg 47 (City) .B. 464, Pg 45P AT (Co) \� 1% \ \ \ ,,JOF/ - \ f cr %';E W)LI).�51 / � 1 --/-- I \ _`_�\ I \ /"'� -_k,.A_A f- "tin.nN '�S'TRL4M t/JFr�/1 �/ I \� \ D . , ' \ \� \\? a, \ \ \ -7 \ �.- ,� \,\\ \\\ \ \ !� \\ \\ -h, _ I yv \ \\ \ \«- `�. \ I \ \ 1, \\ \, 1 \ I 11 \ v \ \ \ \\ \ \ \ 1 I \ ' \\ \\ \ \ \ \ \ VV \ \" \\\ \\\ \\,\ , I \. \ \\ \ � \ v A ;A \ \v •v !/ ,\ � , " \ \ <a, \ \\ \ \ 0 \ \ • `-�,. -_ _,. , \ \ ` \ / \ \� � / \ , . I ,� ` /+y \ ® , \` \\ \ � I !. / / \ / / e� `� \<'" �: \ / / \ I � y , � ��© ll� _ ti �� ' \ - _ - _ _ _ r, +k+Si 3�r z , r v _ 91 \ \ 11llc1v5Z_ 1,'EC0AI71�',�,,'V / \ s 11 12 d I 11 - - - \ - %SINE A WER PlP 11 I � _� 1vv / �\ - ,I `M v \ / - � ' I _ `� / 11 �` +-,_ V - \� \ �� \\ v\ n {r, yr 1 III \ _ -- - _ _- I � __\ - \\ / X _ __ 1 -a ��vvv - _ _ _ / _ ll�. - _ ------- - - - - -- - �oaQ \ \ \ / _ - \ _ \ - 6, ,� / _� - _—, __ ", , A ',v �'� ' \ �� - -- - COIIIVTY T.]t�YjI�. -1 �i6�ll, PAIZ 1 , �1 11, 11 ` ` ` ZOl VI.:v.L! LI 9 �' ;r� \ \ Y t } � 'n I t t , ;iki Sd+1.J(C RYA i �rSE.• VACAIVT`LAND , 03 \ \ \ I..`" r �,� 11 _ _ NIFM0_RRIS ORFEK YACHT- L UB IM7, \ \ \ \ \ � � 1 r ' f , - _ 1 v i '!;�'�N! , � " \ - - - 1' _ _ D. B.1711, Pg 424 (Co.) � � 1 v ` ' , � v � \ I -- -- 464 Pg 45PL�1 T (Co.) \', A � G \ '_ \ �-1 v \ \ DE!✓. E W001i:S \ \ \ i , 0 \ ,: /` 1� i ; i / i i I I _ A A AA I I v y v A I 1 _ \ 1 ! gt'� t &" rye y 11 I �_ `� ,\ A V 1 I V I I rn , I I t —_ ', �_ 1 _ , \ �V I 1 / I I v e��( 1 1 i, I - A I A I 1 I .ice' it, f M1 ,; ' \ I I Iv,�`, ' `I C T.M. ZTRG J V I I 1 11 I I , , I ,� -, kipv>n% ,�'.� v S / / A �� i i PROP. SAN SEWER TIE IMZ 11 I � � v r / �1 ' \ i 1 I I I i / / '+�/ /' �` EXISTING' SAN SEINER LG� �g��y��) " W { � _—. 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I oQ B. 469, Pg 32PLAT (City') v.I °' v \\ i' rl j I / D 473 P 0ty) > t ' i1 I I I ,' liV' `C / g 9PLAT( \v\ I�, pO l 1 , I I 1 , I ( , , PF/ , 1 ///111 ) i I 1 I , , , f \ i / t fi I ', A / / I ,�- , I I 1 I I I I , I� / v \ k, v \ \ \ A , I I I I 1 1 1T rV `\ d ?cat it A I - _- 4j / ,� / �: I � 1 c 1 1 `t 1 O i i � i I I 1 11 I I I ,I I I I I tJJ . 1 I r a t ".Y. V 1 11 1! I 1' II ' II ',, I , , 6'; I A "SLatcT \ \. / . I . ,1, I , - , ," \ r _,. - „, \, _ . , ., r - 11 _ ..., ,, e. t �. C . -. , .. -.. a .:, a .,. s _ }, _, fi� ._ e. 11 _.... ,,.,., ,.. ,.._. , .., ,., „ ,. ,, cYi , r... ._. ... s. ., , ,, r , ...Yu. :. ., Z,.. a.,. 1 ... ......: ...{_.,, 4 11.. :�. t 1:..} .5.. .. _u .. ':. , ., � .,: , a. :.. ,. r -..r„� _... .... \( xti ��, I 1 ,-._ 1 1 I , ,.�, r. , ::1,,: {., „wL',wA.r ;)'. ,''. `. ,,. �;' &'n1x.:.. :,t7. �). S :( '§u:,,. 'I 1.:�,mA:,�a�?�`�4 ., yy ” °n ,r'I,F }l,d1 \ \/ 1 j I I f) \ /'\ /` E'll HL�NJL� SHEEPTL vv 4 U. �, u2��. ✓ v �\ m �� env �" �' ){' �v 1 �� , -k. MATCHLINE SHEET , \ \ \ �\ } } L. \ '�® \ I I \ PROP `�If Imo,�v I I V , , \ Lo- 3 I, RiAIMNt'3 I A , 380 "1,�, la , , \ r° ar r /s rl r'e1 k \ \ \ \\ I I �1 1i rs `\ ,WA�e LE \ \ \ \ y t \ r ')r , i; �,,, Ail` \\ , 1 v t\ vv ,, FP \ ,{ mod, � ,/h v ® ° PROR. STORM % — 3 FP —�� ' "Ik , w , 1 v v v � .,. a I I n �I� xN 'r - v v v PRO . S RM 9' o? 85 Fp I I• 1 40 20 10 0 40 1.= 40' GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT VORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TI 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 ,CCFPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND 11 F ILL .ONFO uaN F WRH LOCALREGULATIONS AND "S. NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. REVISIONS 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 81 1) (WV 1- 800 - 245- 4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: 1 .1=40' CAD I.D.: SSO PROJECT: PREAPPLICATION 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Pho Ime. (540 ) 349-4500 Fax: 540 349-0321 49 0 321 www.BoblerEngineering,com L DANIEL R. HINES •p Lic. 0.04 176 O 13 Ar ,�J (Z t �. lw� I SSj �� . � ONAL _ . 0i I SHEET TITLE: GRADING AND UTILITY ]PLAN SHEET NUMBER: i OF 19 z I I 1 a V 0 , *na >o O Z �w ¢. 5 I'r r p�>0sa %w -_ �' ". E i e! Z. ?wgo 6� _ i� REVISIONS 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 81 1) (WV 1- 800 - 245- 4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: 1 .1=40' CAD I.D.: SSO PROJECT: PREAPPLICATION 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Pho Ime. (540 ) 349-4500 Fax: 540 349-0321 49 0 321 www.BoblerEngineering,com L DANIEL R. HINES •p Lic. 0.04 176 O 13 Ar ,�J (Z t �. lw� I SSj �� . � ONAL _ . 0i I SHEET TITLE: GRADING AND UTILITY ]PLAN SHEET NUMBER: i OF 19 z V 0 , *na >o O Z �w ¢. 5 p�>0sa %w z U Z. ?wgo 6� o¢o°o o" 44 w ti W�Lp I- v= a Uw Ig W �e 0 �- ****** R W4 U 'Ii lL p O � a a z �11111114 � g� U L} = }o�Q 0 a° OZYZ> im z =Y O FQYJF 0 �� 0:�R6t m z� " ♦ * * .0 ♦ N 0 O 9 F a IL z w z N F R . 01 @ W C7 W W p W `n � y a g U) 0 Px L7 ,< p E €a 4 O I � V w< � ii -- ") W r" U z w z � u � Q a zz " ? z w15 -1 p a F-� 0 U IF W REVISIONS 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 81 1) (WV 1- 800 - 245- 4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: 1 .1=40' CAD I.D.: SSO PROJECT: PREAPPLICATION 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Pho Ime. (540 ) 349-4500 Fax: 540 349-0321 49 0 321 www.BoblerEngineering,com L DANIEL R. HINES •p Lic. 0.04 176 O 13 Ar ,�J (Z t �. lw� I SSj �� . � ONAL _ . 0i I SHEET TITLE: GRADING AND UTILITY ]PLAN SHEET NUMBER: i OF 19 1 _ CITY T.1:'2iB,—PAR.11 i �(fNED HW - -------------------- I l 1 1 USE. VACANT LAND N/F WILLOtIGHBYPROPERTY - -- `- - -- ---- - - - - -- F�- - - - - -- -- - - - - -- O ff/ATRS ASSOCIA TION D.B. 462, I -------- - - - - -- — D.B. 327 Pg't09PLAT (City) ,� - ---------- --------- -- --- --- - - - --- I -- j, --- ------- �,� U ' '�� • \ /� ' _ 11 1 v , — ------- - - - - -- - -- iro -- --------------- \ QCgg - -- - - -- -- -- - - -- rf�'>x``i .a, l',I x - 7 '..r }- ,' 4 & l gX( t �gY diu I � i r s Wr k v �1�4n,w / �" sw �C 4 7 • � e , I . ,.�r s) ��' %. . 1� � ;. �',,.,.a.` 'r �� . i. ,� � Su.,r I� {rraF _ 3.. // s t -. t f "I ,� t r 'd Y".,, J` *I• n`a d, .fs �'�.,. - 4r'.;4 �r *'�A „�,.�NS MA�1 �L� `�`\ `\ \ I\ \\ _ " I ,i 7/i f�u ��,{i�. '.!h '••; -..b x I�•.,� ,,u�,J =xI. ". ____ ________ - f '��+8tr+t �i {P r.`a {p,�}a'i� .`\ '. \\ \ I / I , f � \ COZJ�jT"Y 7:1�i 7611T2 PAR. 68 A I Z® 1 1 ATD R Y Y� y aka , \ -m-2 t: - lJ� I i lI l l /- / d.Jf: / .. — -• _ — a x�. i� u� 14 T 1.,,1� .� . -'' _ — — fir: ..?�° r } h { \ \ _ _' / ZONED R3 / , - !�� V ':y +I m ,.. _ _ / s:'.y,,= s''',:` vK — ,• „ 1,V ItV. v ` v A _ I I 11 / CITY t .��R -- W -YACANTLAND) i ;� � •�� .�� r4\ �'. sY`,� � I dus:.. arliv a u! , 37 �. Var�u' J _e�ilf�;� t' \ \ \ , i / � I 1 I � /� NIP KEITH 0. WOOD44RD,, 4i r as — ---- FP FP \\ FP p I ;I \ B� 695, Pg 336 (!f ty) 380 pp � • '4" :�^� �,,, '. ''\ __ - , 1.. \ l/.L. iIi/2 �l � �VV +✓�A1 ( ( \ , 000 tyb. _ 1_ v v s / 3oyA� POTENTIAL A u : ,, I�,�r, � (� �/ SWM /BMP FACILITY r4 y S 0 -------- 1i, y 0— ` PROP. STORM _ i - _ �, '.7r __ ,� ;';i ,' ,.. r ,.:;° ______________- ________ _ e x; \ s l — / �� .` , , , - — V ` +vfW \ \ Y t k 1 s PROP. 10 PARKING SETBACK - -_' PROP 7T 4�� yrquf }Yr kIF. U i / r / ♦ Y r• w� • `fie / s i °�1 1 \N X14 r��'�fi it !/kk�':.?.r�, ,,•,,\ \ \ ` 1 I\ i Y Gn \ I I - MUr.VMIF -RLINE \ \ \ rl -- _ _ - - - - — - - - i M \ \ P &5 3; i '�' - --- 5 , / ga ° �r'k, rr� t r g :' i I Ir I I l L0 r* � r � 180.08' ,` >� .: � -� � ..\\ ` \ '` ` ^7i �V ,IT�� @�•u r' @� r�4# \ 1 '' \\ :. ..\ \, �'•� 1 I I � I I � , / r OQ � ��, \\ `I \� Ia�r r k�ri I ya `.�' 1`I `\ i 1 \ \` `F li i I II I I / /!I ` 's� \\ \ \\ �S gkli 7 4 ,h' a'- I I I'I I BUP,fck Z//VL 95.92 Q� ', , f PROP. SAN SEW R' J 4K/ MAJOR r� TENANT F y;fs F1z, I \ 76,34' �J �J R 7 160' 52)28 ■ S� SHOPS i SHOPS SHOPS 4 804 SF FF= 416.00 � FF- 418.00 ^ S \ \ o T� RETAININGW L ` as 4 ' 800 SF 4 800 p REST\� is FF= 414.00 °' \ 4.a \� ,''` . FF= 418.00 69 276' j I n,a4 3 87 SF . .. ,. . .'h . r, ,»'i.. -.,✓! 1 .,..,a ,[�lr a ,r_.. .. _A-;�x . ,.f -r , r. t.- a ...,... . ... ,:t . ,.�. .. „ . t W - l k �!�•.,,, ] \ ,. ,, ... . 1 .- ,.- -. � ,. . ,. .:+:_, ., dr @ v , .a„aa i, . fit :.. ,x,i .. r.,;.2t 6 \ j dot t3 r �a, , . . , •, `\ M M MATCHLINV. — SHEET 10 ry o \ M � OQ • - � - _ - `\ \\.., \\ „ry ,�y, y��r \ •'\ rs y\ +��s e � "t \ \ �O `]Y 40 20 10 0 40 1 .1= 40' ATCHLINE e SHEET 9 --A GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT DRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 FHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD 0 NRITING PRIM TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONF I TIONSAND CmES. \ I/r ■ n NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. i REVISIONS REV I DATE I 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 - 245- 4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: 1 " =40' CAD I.D.: S30 PROJECT: ]PREA]PPLICATION 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 BLACIKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: 540 349-4500 Fax: ( 540) 349 -0321 www.,BohlerEngineering.com �- DANIEL R. HINES T .p Lic. No. 043176 7 /13 SHEET TITLE: CONCEPTUAL GRADING AND UTILITY PLAN SHEET NUMBER: 8 OF 19 I A D J LL v/ zz o¢Zw oa Z w �ZZZgW U ui =1 m0,c~n 0, o U a w p CL w o. o o" }raj w Z m} 0O a ^J DS n m Z¢ Z 0j0 =w F m o cn¢=UU °zdd 0 L Ty1, h a . a E W c O Z U a o z Z u 04 A t? w to o� UW REVISIONS REV I DATE I 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 - 245- 4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: 1 " =40' CAD I.D.: S30 PROJECT: ]PREA]PPLICATION 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 BLACIKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: 540 349-4500 Fax: ( 540) 349 -0321 www.,BohlerEngineering.com �- DANIEL R. HINES T .p Lic. No. 043176 7 /13 SHEET TITLE: CONCEPTUAL GRADING AND UTILITY PLAN SHEET NUMBER: 8 OF 19 I A 7, m ® \EA v 1 1 1 1 1 I , 1 20' 24' t m - -- o 0 0 0 a , o f f f1 f1 nI MATT LINE ° SHEET 10 \- Tw 0 o V V V V V y�V ' , rr _ t s a d, .a r m'✓x:, u, k .. w ,y `•y "o � N #"� PROP. STORM PROP. STORM ' 1 1 f �� `�%� �•� �'�rm�'� , l 1 i I 1 1 I • t 1�; 1 r" " / xd ^�+ r, sa, '. I 1 I I 'I I 1 -� `'.ri as S ' 1 1 I I I 1 1 '• � �� ` / r / LIW T(TYP.) 8 8 B IA r o ` L „r 8 I 4 II• . a. I P ! L , .a' (L� ' - -_ ,— ,,:. °�, ,s, k~k�, >,�V�� ” ,, �, �`�c / I 30' 18' f 20' 2 20' 20' 30' 20' 20'M�. -- 10' 20' 24' 20' 4' 1 Ir 1; 1 U r 1 J � � 1 I ,I' , 20' 20' 24' 20 i ft " t :I } Oµ, 1 �nl' f71 "e d I V x, " PROP. STORM 9 9 ❑ \ —_TEL- � �-.�. =-11 ® � �, P'kpP. r,r1'r Y��Si� a � �' z. u'cv� RETAINING WALLIC,) r ti r � ® / d01S dO1S dO1S d0lS o — D4t� 39 ��OONQ 33 DOI�iENi� DONOTEF11 \'° \A � - ;.,, ...,. ,rte,. ®__� —: � —,''— - -- ,•— _!_� -- �`` .Q,� .t: •.� F�.,h ••\ , v,,\ g�ud�u�� #�"��yi�,. v \\ PROP. WATER L1FtE PROP! _M -_�_ —YU —� T— 1G(— W— —aN — —YY - 1� w- — W— \ k , - - -- ----- ----: - PROP. SANSEWE PROP. AN EWE_ �— •® •\ °O� \ \ �* + ..� \ s. 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SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRO IECI )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE �CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FOLL GONFORUANCE WITH LOCAL REGULATIONS AND CODES. REVISIONS 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 811) (WV 1- 800 - 245- 4848)(PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MD 1-8)0-257-7777) (DE 1- 800 -282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 1.1=40' CAD 4.D.: SSO PROJECT: ]PREA.]PP]LICATION 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 BLACKVWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fans: (540) 349 -0321 www.BohlerEngineering.com Of DANIEL R. HINES .O Lic. PD. 943176 �SS�4NA'L boa SHEET TITLE: CONCEPT UAL GRADING AND UTILITY PLAN SHEET NUMBER: 12 k. OF 19 IO1 J 2 O LL e, ¢¢a 00 HE p - -� �__ _..ter • __. ti ' 5 � I'�,�'°. uj / /f g m UO a a REVISIONS 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 811) (WV 1- 800 - 245- 4848)(PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MD 1-8)0-257-7777) (DE 1- 800 -282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 1.1=40' CAD 4.D.: SSO PROJECT: ]PREA.]PP]LICATION 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 BLACKVWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fans: (540) 349 -0321 www.BohlerEngineering.com Of DANIEL R. HINES .O Lic. PD. 943176 �SS�4NA'L boa SHEET TITLE: CONCEPT UAL GRADING AND UTILITY PLAN SHEET NUMBER: 12 k. OF 19 IO1 J 2 O LL ¢¢a 00 HE W= 5 uj o o� J Z w 0 g m UO a a H z - 01ms10= m l -� € o �w W ^iii z ♦��♦ �m � L!- o W O O a �Q o Z61 a zYZ> O �Z mOQ' �o a� FQY�H COZQZ X 0�UU �m �o w z CG W w a 55 F U � z ° L) a o� cc cc �7 Ui u u A �w o� d a4 oLL U W REVISIONS 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 811) (WV 1- 800 - 245- 4848)(PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MD 1-8)0-257-7777) (DE 1- 800 -282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 1.1=40' CAD 4.D.: SSO PROJECT: ]PREA.]PP]LICATION 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 BLACKVWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fans: (540) 349 -0321 www.BohlerEngineering.com Of DANIEL R. HINES .O Lic. PD. 943176 �SS�4NA'L boa SHEET TITLE: CONCEPT UAL GRADING AND UTILITY PLAN SHEET NUMBER: 12 k. OF 19 IO1 L18 >,td0 a.1 Av �I r r {air ;l� \ 1 d I"i b U, i \ 1 pp ` I \ u d NT , ,yl a 'J err /14 IN a , ,/' r,i ,/ ,• .' � � .� �. i }d'It ate h d ,�„ --�y��. / s` S v ff § "h "} t�" i bl 9 Y L21 �x POTENTIAL / � µ i ," r Vii? __ d''ssY t, da � s•+s.a $ ,�-� �� us5 � — �'�" �, f. 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SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECI )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE xEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CmES. REVISIONS REV I DATE I 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 1- 800 - 245 -4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: 1. =40' CAD I.D.: SSO PROJECT: PREAED "LICAT10N ]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 www.BohlerEngineeiing.com DANIEL R. HINES =' .q Lic . o 043176 4r r` 1r' Fss�o E�G�: NAL - SHEET TITLE: CONCEPTUAL GRADING AND UTILITY FLAN SHEET NUMBER: 13 OF 19 J LL Z O � < C T� V CL p<i ❑m�Opa� IF Z LdZgZW g p o= 29 LtiOgW 44 E••j - o Z OOWQO= m � vJ � u. n. €O '� aWz W � ......g N a � W O } a 2 Z lrii 0Q � NU w O m>-0 �o z Ir ��rr F-E m <YOW 3W OmOxw =1 H mQXUU z Ey w(S� .e U] ao zd iiF�� -I 6.J N W w z u OU a P, O j P, Z A a �w o � o � om U W F REVISIONS REV I DATE I 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 1- 800 - 245 -4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: 1. =40' CAD I.D.: SSO PROJECT: PREAED "LICAT10N ]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 www.BohlerEngineeiing.com DANIEL R. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) NOT APPROVED FOR IIIII -I CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1107/13 SCALE: 111=40' CAD I.D.: SSO PROJECT: PREAP]PLICATION PLAN ii FOR 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 BLACKWELL PARK LANE, SUITE 201 WARRIENTON, VIRGINIA 20186 PhlDne: (540) 349 -4500 Fax (540) 349 -0321 II www.B©hlerEngineedng.com �/ /fir � jo "�' '� :ANIEL R. HINES i' r Lic. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245- 4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001)(MD 1- 800 - 257- 7777)(DE 1- 800 - 282 -8555) NOT APPROVED FOR IIIII -I CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1107/13 SCALE: 111=40' CAD I.D.: SSO PROJECT: PREAP]PLICATION PLAN ii FOR 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 BLACKWELL PARK LANE, SUITE 201 WARRIENTON, VIRGINIA 20186 PhlDne: (540) 349 -4500 Fax (540) 349 -0321 II www.B©hlerEngineedng.com �/ /fir � jo "�' '� :ANIEL R. HINES i' r Lic. No. 04,3176 16��' / `- NAL E SHEET TITLE: C ®T�E�P`T�JAL GRADING AND UTILITY ILITY ALAN SHEET NUMBER: 14 III OF 19 ill ill J �� - �� t� 1 I� ___.. a \ i f/ 1 SHEET TITLE: C ®T�E�P`T�JAL GRADING AND UTILITY ILITY ALAN SHEET NUMBER: 14 III OF 19 Il l INE SHEET 14 xv y T � 165ACRES 21. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) �(VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION r'PROJECT No.: V1220011 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 11.40' CAD I.D.: sso IF, PROJECT: PREAPPLICATION PLAN FOR 5�TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA IF- - XBOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com DANIEL R. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) �(VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION r'PROJECT No.: V1220011 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 11.40' CAD I.D.: sso IF, PROJECT: PREAPPLICATION PLAN FOR 5�TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA IF- - XBOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com DANIEL R. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 NE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD ID WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL GONFORUauGE WITH LOCAL RF[Y iLATIONS AND GOOES. 0 t�11 120 60 30 0 120 1 " =120' I I 1 I \ 0 u I r •47 V Q¢a � � Q w / / / Q r. zoo Z I ! 0 0 1 I > I I 0 � I � 4 I �1 u IV t , I / . 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1 NE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD ID WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL GONFORUauGE WITH LOCAL RF[Y iLATIONS AND GOOES. 0 t�11 120 60 30 0 120 1 " =120' REVISIONS 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) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1 -800- 552 -7001) (MO 1 -800- 257 -7777) (DE 1 -800- 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 1"=120' CAD I.D.: TCO Jf PROJECT: PREA]P]PLICATION ]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 IFax: (540) 349 -0321 www.iBohlerEngineering.com '"DANIEL R. HIDES 'O Lic. No. 0,43176 SS�4NAL. E� EET TITLE: TREE. PRESERVATION AREA SHEET NUMBER: 16 OF 19 0 u r •47 V Q¢a � � Q w Q r. zoo Z ❑ � J W( Jw g '. I o ~ O z m�m�LLa g U W4 U a pzYZ> [6 }z LL W m Z Q Z r O�OSW c rj)Q[CUU ♦..s♦ yt� 1�-1 Q °c F FI a rn U a w z U z m F=e Oct U� �3 / C a o a U g W REVISIONS 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) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1 -800- 552 -7001) (MO 1 -800- 257 -7777) (DE 1 -800- 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: 1"=120' CAD I.D.: TCO Jf PROJECT: PREA]P]PLICATION ]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 IFax: (540) 349 -0321 www.iBohlerEngineering.com '"DANIEL R. HIDES 'O Lic. No. 0,43176 SS�4NAL. E� EET TITLE: TREE. PRESERVATION AREA SHEET NUMBER: 16 OF 19 1"ryl` COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Virginia Charlottesville, inia 22902 -4596 g Phone (434) 296 -5832 Fax (434) 972 -4126 September 25, 2012 Valerie W. Long C/O Williams Mullen 321 E. Main Street, Suite 400 Charlottesville, Va. 22902 RE: ZMA2 00900001 Avon Center Tax Map 76M1, Parcels 2A, 2B and 4A Tax Map 77, Parcel 11 E th SP201000003.5 Street — Avon Center — Parkincl Structure Tax Map 76M1, Parcels 2A, 2B and 4A Dear Ms. Long: The Board of Supervisors took the following actions on the above noted petitions at their September 12, 2012 meeting: Reaardina ZMA200900001 Amendments to the existing proffers, application plan and development framework for the above noted parcels zoned 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, 2012. 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 Albemarle County Board of Supervisors took action on the project noted 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; • compliance 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 -noted action, please do not hesitate to contact Rebecca Ragsdale at 296 -5832. Sincerely, Wayne Ci . berg Director of nning Email CC: Tex Weaver, File Elise Hackett 2 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. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPOPISIBILtIY BYTHE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN Fifth Street —Avon Center PROFFER STATEMENT Date: September 4, 2012 ZMA # 2009 -001 Fifth Street — Avon Center Tax Map and Parcel Number(s): 076M1- 00- 00- 002AO, 076M1- 00- 00- 002BO, 076M1- 00- 00 -004A, and 07700- 00 -00 -0011 EO Approximately 81.94 Acres zoned Planned District - Shopping Center (PD -SC) New Era Properties, LLC, a Virginia limited liability company, and Avon Holdings, LLC, a Viginia limited liability company, are the fee simple owners (collectively, the "Owner ") of tax map parcels 076M1- 00 -00- 002A0, 076M1- 00 -00- 002BO, 076M1- 00- 00 -004A, and 07700- 00- 00- O011EO (collectively, the "Property"). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this Proffer Statement, which shall be applied to the 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 the Owner dated March 10, 2008, and signed on March 12, 2008 (the "Original Proffers "), an Application Plan dated February 19, 2008 prepared by The Cox Company (the "Original Application Plan "), and a Development Framework prepared by The Cox Company (the "Original Development Framework'D. 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 5e Street —Avon Center" dated December 17, 2009, last revised August 34, 2012 (the "Application Plan Amendment ") which shall supersede and replace the Original Application Plan in all respects. Any references in this Proffer Statement to the "Application Plan" shall mean 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 improvements proposed for the Property are collectively referred to herein as the "Project." This Proffer Statement shall supersede and replace the 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 plans approved by the Virginia Department of Transportation ('1 DOT "), the City of Charlottesville, and the County of Albemarle (the "Counry'�, the Owner shall construct signal and lane improvements at the intersection of Bent Creek Road and Fifth Street prior to issuance of approval of the first certificate of occupancy for the Property. An example of the improvements that the City of Charlottesville may require of the Owner is attached as Exhibit IA, entitled "5'1' Street Intersection Exhibit 1A" prepared by Collins Engineering and dated August 15, 2012. B. Bent Creek Road Bridge. Pursuant to road 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 within the Property. T'he bridge expansion shall be sufficient to accommodate at least two (2) through lanes for Bent Creek Road, and shall 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 Avon Street (Excluding the Landfill Segment). The Owner shall cause to be constructed a two lane (with right -of -way 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'D in the general location shown 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(g) 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. If either 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 section with curb and gutter, The Parkway shall be constructed, bonded and ready. to be recommended by the Albemarle County Boazd of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed ") prior to issuance of the first certificate of occupancy within the Property. Once the Owner completes that portion of Bent Creek Parkway 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 Parkway as a public road. The 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 within the floodplain, if necessary; the approval of such permits shall be reserved by the Board of Supervisors. D. Bent Creek Parkway; Landfill Segment. That portion of the- Parkway- that transects the former City of Charlottesville Landfill on tax map parcel 07700- 00- 00- 0011EO (the "Landfill Segment ") shall be designed, constructed and maintained as follows: 1. Status of Landfill Segment: The precise length of the Landfill Segment shall be determined by the parameters submitted as part of the Landfill Work Plan (as "Landfill Work Plan" is 'defined in 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 tine County's request and in the County's sole discretion. If the County requests dedication and the 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. Desig : The Landfill Segment shall have the same design as that approved by VDOT for the segment of Bent Creels 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 road plans for the Landfill Segment to the County Engineer for review and approval, along with copies of all design requirements and imposed by DEQ in its approval of the Landfill Work Plan. 3. Construction and method of construction: The Landfill Segment shall be constructed in accordance with the road plans submitted by the Owner and 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 the Property. 4. Maintenance. The Owner shall obtain approval from 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 Landfill 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 Segnnent shall be constructed and 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. Remediation and reopening in the event of closure. If DEQ, or any other public entity havin g 1 ur i sdiction over such matters orders that the Landfill l S e im e n t be closed to pedestrian and vehicular traffic because of an environmental hazard or risk arising from the former landfill, 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 Segment is temporarily closed as provided herein, the Owner shall obtain approval of the reopening from DEQ or other public entity, and reopen the Landfill Segment for pedestrian and vehicular tr affic within 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 this Proffer Statement shall not confer any approval of special use permits for any construction of the Parkway or other improvements 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 shall construct a left turn lane and signal improvements at the intersection of Avon Street and the Bent Creek Parkway. If the 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. The Avon Street Improvements 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 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 road improvements listed in paragraphs 1B, 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 (inside 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 shall 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 IA and 113 herein. The City Transportation 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 t'ne 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 (6) months after the first final site plan for the Property is approved by the County, or if the City does not approve City Transportation Plans that meet all of the City's conditions of approval within six (6) months after submittal by Owner of City Transportation Plans that meet all such conditions, then 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 Stop; Park and Ride Lot: The Owner shall provide a paved parking area on the Property consisting of no less than twelve (12) spaces either: (i) 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 construction 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 ") 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 easement to the County over) the area shown on the Application Plan Amendment as "Greenway Trail Improvements" (the "Greenway 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 Application Plan Amendment (the "Greenway Trail'D. Such dedication shall occur 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 six (6) months after delivery of the Dedication Request Notice: If the Dedication Request Notice is delivered prior to final site plan approval, the 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 permit construction by the County of an extension of the Greenway Trail for the County Greenway System beyond the Property line to Interstate 64, along Biscuit Run, in the area shown as "Future Greenway Trail Extension" on the Application Plan Amendment. The Greenway 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 Trail Land to the County, 3. Dedication for Greenway Park-, Cash Contribution for Greenway Trail xrc enway Park aid 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 "). At least five 4 (5) parking spaces in the adjacent parking lot on the Application Plan Amendment shall be reserved for a trail head use for the Greenway Park. The Passive Open Space and Trailhead Park 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 Park land to the County. Prior to the issuance ce 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 Park and a Bike /Pedestrian system (dae "Park Master Plan "); and (c) construction of the Greenway Park and Bike /Pedestrian system, each by the County. If the Park Master Plan and construction of the Greenway Park and Greenway Trail are completed for less than "T'wo Hundred Fifty Thousand Dollars ($250,000), 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 contribution 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, all unexpended funds shall be refunded to the Owner. Beginning January 1, 2013, the amount of the 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 oral Avera e > Southeast Average, e , Cate o r3 C. Masonry Bearin g WAS issued by. Marshall Valuation Service (a /k /a Marshall & Swift) (the "Index ") or the most applicable Marshall & Swift index determined by the County if Marshall & Swift 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 amount 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 year most recently ended. The annual adjustment shall be effective on and after the date the Index value from 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 Contribution for Pedestrian Link to Willow hbv Subdivision. In the event that sufficient right -of -way exists or can be obtained by others for any land located within the In Subdivision necessary therefor, ,the Owner shall make a cash contribution to the County in the amount of One Hundred Thousand Dollars ($100,000) 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 Plan as "Potential Pedestrian Connection to Willoughby," which connection would include a pedestrian bridge over Moore's Creek, and reasonable access to at least one neighborhood street within Willoughby (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 the County that sufficient right -of- -way exists or is contractually obligated to be provided 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 the first 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 right -of -way for the Willoughby Link does not exist or cannot be obtained for the County to construct the Willoughby Link (as determined by the County), within five (5) years after issuance of the first certificate of occupancy within the Property, the County shall notify 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 ($25,000), which contribution shall be delivered to the County within thirty (30) 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 this paragraph 4 within fifteen (15) 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 Plan as Conservation Areas, no land disturbing activities shall occur except in accordance with Best Management Practices, as defined by the Virginia Department of Forestry. On the Application Plan, 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 constructing 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 Landfill Area is considered to constitute Tax Map Parcel 07700- 00- 00- 0011E0, wliich contains 21.165 total acres (the "Landfill Area" }. Management of Conservation Areas on the Property for any other purpose not involving land disturbing activities, including wildlife habitat improvement, shall be in accord with 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 soil and water. 6. LEED Standards. The Owner shall cause buildings within the Project to be designed to be rated a nninnirnum of "Certified" under die LEED Green Building Rating System or combination of LEED Green Building Rating System that is most applicable to the particular building(s) 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 Development, 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 rendered 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 based. 7. Moore's -Creek Erosion and .Buffer Projects. The Owner shall complete the erosion and buffer projects for Moore's Creek, above Biscuit Run in the areas depicted on the map atfached as Exhibit B, and also in the areas within the 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 CH21VIHill, 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 Virginia Stream Restoration and StabillZation $esd Management Practices Guide 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 limited to the installation of new riparian plantings in general conformity with the Riparian Buffers Modification and Mitigation Guidance Manual prepared by the Virginia Chesapeake Bay Local Assistance Department in September 2003 or any subsequent updates or revisions. The Erosion and Buffer 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 6 REVISIONS 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) (WV 1 -800- 245 -4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: 11111 11111' `. 51 F I (�l �. FOR 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 IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.B(ohlerEngineering.com 5J" DANIEL R. HINES y .p Lic. No. 0 3176 ?� /13 7 4✓ kbONAL � SHEET TITLE: SHEET NUMBER: 17 OF 19 J a4 o 1= Q C, Q j K 6 w Q<N oM OQa k' 1y� !mot W.?wgo °S o o F•-I w Z V) vi?u_a �w W v LL O O M } a a oz Z¢ W O ♦ U 7) a J8 oZ0Zj 2 z =ZY�W -� j o_°,oiw zj cnamUU �o F tZ W z �� w w Fn h z O � ° C7 a O O U U g oa his F z z U =w <� O O m A �� hw w. C4 O ° om U W w REVISIONS 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) (WV 1 -800- 245 -4848) (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 CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: 11111 11111' `. 51 F I (�l �. FOR 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 IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.B(ohlerEngineering.com 5J" DANIEL R. HINES y .p Lic. No. 0 3176 ?� /13 7 4✓ kbONAL � SHEET TITLE: SHEET NUMBER: 17 OF 19 Erosion and Buffer Projects shall be submitted and approved with the first final site plan within the Property and shall be completed within three (3) years from the date of the approval of the first final site plan within the Pruperty. 8. Landfill Area; Work Plan. Department of Environmental Quality. The Owner shall have obtained DEQ approval of a work plan (the "Landfill Work Plan ") addressing the implications of the Owner's constructing any portion of the Bent Creek Parkway, and any proposed project improvements 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 Plan shall be prepared by an environmental consulting 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 field observations, and if necessary, electromagnetic induction (EM) 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 minimum of two (2) feet of clean fill or stone over all exposed waste, except where DEQ finds that alternative products or methods provide an equal or better cover, or DEQ fuids that disturbing dds area to establish.a cover would create additional and undesirable environmental risks. Where DEQ finds 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 diligently-pursue DEQ's approval of the Landfill Work Plan. Unless DEQ requires otherwise, the components of the Landfill Work Plan referenced above may be submitted to DEQ separately or within the same document. The County shall be provided with a copy of both the submitted and the approved Landfill Work Plan, together withal] backup data submitted in DEQ's approval of the Landfill Work Plan, as a condition of approval of the first preliminary site plan. The work described within the Landfill Work Plan shall be substantially completed by the Owner prior to the 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 of any 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 I 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 Preservation Act of 1974, and Executive Order 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 conform to the qualifications specified by the Secretary of the Interior's Standards and Guidelines forAnheology and Historic Preservation (48 Fed. Reg. 44,716 - 44,742 (1983)), and by the Virginia Department of Historic Resources in its pulblication entitled Guidelines For Conducting Cultural Resourre Survey In Virginia: Additional Guidance for the Implementation of the Federal Standards Entitled Archaeology and Historic Preservation: Secretary of the Interiors Standards and Guidelines (48 7 FR 44742, September 29, 1983), 1999, rev. 2000. In the event that any Duman 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 regarding an), Potential Resource Site's eligibility for nomination to the National Register of Historic Places (NRHP). All artifacts generated in the course of survey and associated records will be curated according to the requirements specified in Curation of Federally Owned and Administered Archaeological Co!!ec'tiorrs (36 C, FR. 5 79) and Virginia Department of Historic• Resouraer State Curation Standards. 10. Erosion and Sediment Control and Stormwater Quality Management. A. Erosion and Sediment Cntr�l. 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 (80 9/6) for the Property. (As a reference, current regulatory structural measures achieve a sixty percent (60 %) optimal removal rate.) B. Stormwater Quality Management. 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 Harvesting ") 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 of Rainfall Harvesting shall be submitted as part of each preliminary site plan for the Prolperty, 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 plans for the Property (unless the Owner hlas elected to submit a comprehensive Rainfall Harvesting plan with the first preliminary site plan for the Property, in-which case the final comprehensive Rainfall Harvesting design and engineering documentartion shall be submitted with the first final site plan and building plans for the Property). In addition, the roofs of all buildings within the Project shall utilize energy efficient roofing materials with a high insulation valuJe (insulation value of at least R -19). In addition, the Owner shall select a roof material in an earth -tone color that satisfies the Monticello viewshed guidelines as determined by the Thomas Jefferson Foundation. IPrior to final site plan approval the Owner shall provide written documentation to the County Director of Community Development that tlhe Thomas Jefferson Foundation has approved the proposed roof material color for the buildings within the Property. 11. Intentionally Omitted. 12. Transit Funding. Prior to the issuance of the first certificate of occupancy within the Project, the Owner shall contribute cash to the 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 the 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 IORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TI 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 CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND 11 _..LULLCONFORMANCE WITH LOCAL F ,I I ATIONS AND 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 Property. 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 shall be refunded to the Owner. This paragraph 12 shall be subject to the Cash Proffer Annual Adjustment Terms. 13. Architectural Consistenc y. Buildings within the Project shall have a consistent architectural theme. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK; SIGNATURE PAGES TO FOLLOW.] WITNESS the following signatures; 717.11 37_',M)0(: 9 NEW ERA PROPERTIES, LLC a Virginia limited liability company By: River Bend Management, Inc. a Virginia corporation, its Manager By: ..._._w_6_- �- Coran Capshaw, President Date: 116 AVON HOLDINGS, LLC a Virginia limited liability company By: River Bend Management, Inc, a Virg) coLpo ton, its Manager By: r Coran Capshaw, President Date: 11611-1 [[o] c u =main© IA- if i �--•- � rte.-- �„��°- ��. �- . `s �!A 1 = a U.. 7. n n �- t yr' 5- c n E E n U M E t t4 J LL ¢¢a [K 0 >Zw= O2 -00 EL kw Ai U i �w>i', w i � WEw, y z o o U) LL E ml- w�u.o_ g o �y I Wz�...... UJ og �a ao ,n W O V 2 Y 9 Zo 5 _j 5- c n E E n U M E t t4 REVISIONS REV DATE COMMENT BY OOF 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 -4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 2828555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: PIREAIRP- LICAT ON JU LAN FOR7� 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA &' . R 'i ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohierEngineering.com U"--DANIEL R. HINES y Lic. NO. 0 3176 �O 1 T. �tv NAL SHEET TITLE: SHEET NUMBER: 18 OF 19 J LL ¢¢a Qi 0 >Zw= O2 -00 EL kw �j F-1 U i i S w i � WEw, O Z o o U) LL E ml- w�u.o_ g o �y Wz�...... UJ og �a ao ,n W O O 2 Y 9 Zo 5 _j W4 p U §§ ozYZ> Wo z - �ZY _JW m Ia r �a F m o_ �iNke gog i� tN"7)�A£ >3G �A N"' 'Y ix �o 15 darcgFt s or Ifi f`�+`f s i °�7'�,r"Y t�x�s yi ,. o N w W rn Ch H O a0 U U a R o z z w �' U rn Q Z ,8 a O m U (s1 i. REVISIONS REV DATE COMMENT BY OOF 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 -4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 2828555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: PIREAIRP- LICAT ON JU LAN FOR7� 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA &' . R 'i ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohierEngineering.com U"--DANIEL R. HINES y Lic. NO. 0 3176 �O 1 T. �tv NAL SHEET TITLE: SHEET NUMBER: 18 OF 19 J LL ¢¢a Qi 0 >Zw= O2 -00 EL kw �j F-1 U w 0 Z LU a i S w i � WEw, O Z o o U) LL E ml- w�u.o_ g o �y Wz�...... UJ og �a ao W O O 2 Y 9 Zo 5 _j W4 p U §§ ozYZ> Wo z - �ZY _JW m Z Q Z OJO2w mQa:UU F m o_ �o V Z o N w W rn Ch H O a0 U U a R o z z w �' U rn Q Z ,8 a O m U (s1 REVISIONS REV DATE COMMENT BY OOF 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 -4848) (PA 1-800- 242 -1776) (VA 1-800- 552- 7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 2828555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: PIREAIRP- LICAT ON JU LAN FOR7� 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA &' . R 'i ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohierEngineering.com U"--DANIEL R. HINES y Lic. NO. 0 3176 �O 1 T. �tv NAL SHEET TITLE: SHEET NUMBER: 18 OF 19 PROFFER ANALYSIS 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 COUNTY'S 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. 5. 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 (GS -7). 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 COMPLETED WITHIN 6 MONTHS AFTER RECEIPT OF REQUEST. 3. DEDICATION FOR GREENWAY PARK; CASH CONTRIBUTION FOR GREENWAY TRAIL 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 PARK". 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 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 COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULLCOQMN RueNGEWITH frAl RFrt 11 ATl LAND r �. 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 DAYS OF THE NOTICE. 5. TREE CONSERVATION AREAS PLEASE REFER TO SHEET 16 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 RATING 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 MOORE'tEEK. 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. S. 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. B. 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 PLAN WITH ALL BACKUP DATA SUBMITTED IN DEQ'S APPROVAL OF THE LANDFILL WORK PLAN AS A CONDITION OF APPROVAL FOR THE FIRST PRELIMINARY SITE PLAN. 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. 10. EROSION AND SEDIMENT CONTROL AND STORMWATER 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. B. 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 AND /OR OPERATING EXPENSES RELATED TO THE EXTENSION OF THE PUBLIC TRANSIT SERVICE TO THE PROPERTY PRIOR TO THE ISSUANCE OF THE 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 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- 800 - 245- 4848) (PA 1-600- 242 -1776) (VA 1 -800- 552 -7001) (MD 1 -800- 257 -7777) (DE 1$00 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY:. JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: 1*, 19, 10 19' 10' 1 ! FOR 5TH S'T'REET 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com W DANIEL R. HINES 7 LIC. N .043176 t / 7 a �� SS14NAL L ��G SHEET TITLIE: SHEET NUMBER: J LL <w m >OW =� ZW 2zZZ =w IFS --11 U wOmw�❑ `� 'wfmc�� s O Z ml -cn�LL a gN aFzW......� a x z O ♦ n 4� w as ozyz� 0 Elo im z -� �mzaz �w. w. V)¢ceUU 0 �o z�y W z H o FF�II w W cn CW7 E~ O U 9 � ap� w z m p A a w Old o ° a F_o U LL REVISIONS 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) (WV 1- 800 - 245- 4848) (PA 1-600- 242 -1776) (VA 1 -800- 552 -7001) (MD 1 -800- 257 -7777) (DE 1$00 - 282 -8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY:. JLP CHECKED BY: DRH DATE: 1/07/13 SCALE: N/A CAD I.D.: SDO PROJECT: 1*, 19, 10 19' 10' 1 ! FOR 5TH S'T'REET 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 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com W DANIEL R. HINES 7 LIC. N .043176 t / 7 a �� SS14NAL L ��G SHEET TITLIE: SHEET NUMBER: