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HomeMy WebLinkAboutSDP201800050 Plan - Submittal (First) Final Site Plan and Comps. 2018-06-25PREPARED BYCONTACT INFORMATIONLOCATION OF SITEROUTE 29 (SEMINOLE TRAIL ROAD) ANDSTATE ROUTE 643 (POLO GROUNDS ROAD)RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIALOCATION MAPCOPYRIGHT ADC THE MAP PEOPLEPERMIT USE NO. 20602153-5SCALE: 1"=2000'CONTACT: RYAN T. YAUGER, P.E.REFERENCESBOUNDARY & TOPOGRAPHIC/ALTA SURVEY:"ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC."PREPARED BY: ROUDABUSH GALEPROJECT NUMBER: V152000DATED: OCTOBER 18, 2016CODE OF DEVELOPMENT:PREPARED BY: COLLINS ENGINEERINGPROJECT NUMBER: V152000ZMA APPLICATION NUMBER: ZMA201500007DATED: JUNE 15, 2015(REVISED OCTOBER 13, 2016)APPROVED NOVEMBER 9, 2016INITIAL SITE PLAN - SECTION 1 (BLOCK 4A):PREPARED BY: BOHLER ENGINEERINGPROJECT NUMBER: V152000DATED: JULY 31, 2017(REVISED: OCTOBER 11, 2017)(APPROVED: OCTOBER 20, 2017)INITIAL SITE PLAN - SECTION 1 (BLOCK 4B):PREPARED BY: BOHLER ENGINEERINGPROJECT NUMBER: V152000DATED:MARCH 5, 2018(REVISED: MAY 24, 2018)(APPROVED: MAY 25, 2018)ROAD IMPROVEMENT PLAN:PREPARED BY: BOHLER ENGINEERINGPROJECT NUMBER: V152000DATED: JULY 31, 2017(REVISED: MARCH 7, 2018)BROOKHILL APARTMENTS:PREPARED BY: FUGLEBERG KOCH PA/PCPROJECT NUMBER: 5413DATED:MAY 2, 2018GOVERNING AGENCIESCOUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT401 McINTIRE ROADCHARLOTTESVILLE, VA 22902TEL: (434) 296-5832FAX: (434) 972-4126ALBEMARLE COUNTY SERVICE AUTHORITY168 SPOTNAP ROADCHARLOTTESVILLE, VA 22911TEL:(434) 977-4511FAX:(434) 979-0698SHEET INDEXSHEET TITLESHEET NUMBERCOVER SHEETC-100GENERAL NOTESC-101 - C-102APPROVED PROFFERSC-103 - C-104PHASING PLANC-105 - C-106OVERALL EXISTING CONDITIONS PLANC-201EXISTING CONDITIONS AND DEMOLITION PLANC-202 - C-203SITE PLANC-301 - C302GRADING PLANC-401 - C-402UTILITY PLANC-501 - C-502ROOF DRAIN PLANC-503 - C-504LANDSCAPE PLANC-701 - C-702LANDSCAPE COMPLIANCE CHARTSC-703LIGHTING PLANC-704 - C-705LIGHTING DETAILSC-706FIRE LANE PLANC-707 - C-708WATERLINE PROFILESC-801SANITARY PROFILESC-803 - C-804SANITARY COMPUTATIONSC-805STORM PROFILESC-806 - C-807STORM COMPUTATIONSC-808RETAINING WALL DETAILSC-901CONSTRUCTION DETAILSC-902 - C-903WATER AND SEWER UTILITY DETAILSC-904 - C-905LANDSCAPE DETAILSC-906SIGHT DISTANCE PROFILE ARCHER AVENUE NORTH AND SOUTHC-907SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 3 WESTC-908FORBROOKHILLSECTION 1(BLOCK 4A AND 4B APARTMENTS)¨¨FINAL SITE PLANCONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:41 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSTAX MAP PARCELS04600-00-00-019B404600-00-00-019B1¨OWNER:CROCKETT CORPORATION435 PARK STREETCHARLOTTESVILLE, VA 22901¨APPLICANT:RIVERBEND MANAGEMENT321 EAST MAIN STREET, SUITE 201CHARLOTTESVILLE, VA 22902(434)245-4932CONTACT: ALAN TAYLORAS NOTEDSD C-100COVER SHEET¨¨¨¨¨NOTES:1.A SPECIAL USE PERMIT HAS BEEN APPROVED TO ALLOW GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAYDISTRICT.APPLICATION NUMBER: SP201500025APPROVED: NOVEMBER 9, 2016APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARBDEPARTMENT OF FIRE RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATIONHEALTH DEPARTMENT¨28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comTM GENERAL DEMOLITION PLAN NOTES1.BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION.2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS ANDSPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES ORDEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FORRESOLUTION 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 ANDAVAILABLE FOR REVIEW.B.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTIONMEASURES PRIOR TO SITE DISTURBANCE.C.LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITEDTO 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 THEREQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUNDUTILITIES.D.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVEDDURING ALL DEMOLITION ACTIVITIES.E.FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLEFOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THECONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES ANDSERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITYCOMPANY REQUIREMENTS.F.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDSAS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.G.A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OFALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCEWITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALLCONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR INACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORKINCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN ISTHE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT.4.BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TOPROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHAREQUIREMENTS, 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 AREREMAINING ON-SITE OR OFF-SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OFDAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEWMATERIAL. 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 THELIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICALENGINEER.7.EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLEGOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT AREREQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING ANEXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMICVIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES.8.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES INCONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL,STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAYRIGHTS-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 BERECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY.10.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINEWITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATEGOVERNMENT AGENCY.11.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR INACCORDANCE 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 THEDEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TOTHEIR "PRE-DEMOLITION" CONDITION.12.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH AMANNER 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 BEREMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARETO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TOPROVIDE 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 ANDAPPLICABLE CODES.GENERAL SITE PLAN NOTES1.ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADAREQUIREMENTS.2.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ANDAPPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THECONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OFTHE 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 AFTERCONSTRUCTION FOR SIGN-OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TOPROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITHREPRESENTATIVES OF THE APPROPRIATE PARTIES.4.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THEREQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.5.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIREDCONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLYNOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANYSUCH 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 PLANPREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERINGIF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULDBE INHIBITED BY ANY OTHER SITE FEATURES.8.ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TOPROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FORWORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IFSUCH NOTIFICATION HAS NOT BEEN GIVEN.9.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITYLOCATIONS.10.DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUSMATERIAL, 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 INACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OFCONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.12.CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TOPAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THEAPPROPRIATE 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 NOTIFYINGCONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FORREPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TODRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANDSHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORYEQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTINGCONDITIONS.14.ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED INSPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.15.ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORKDEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME.CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIORTO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORDWHEN A CONFLICT IS IDENTIFIED.16.ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FORSUCH PURPOSES.17.ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITYINSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALLCONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITSSUB-CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGESUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS.ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCEOF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURINGTHE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENTPERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB-CONSULTANTSFROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES ANDDEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BYEMPLOYEES OF THE CONTRACTORS.18.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLERENGINEERING OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALLRELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUTNOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARYFOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES.BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANYCONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH ORSAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BEMADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITYINSURANCE.19.BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THECONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICHTHE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FORCONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANSOR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETYPRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'SREVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TOPERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERINGHAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALLNOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THEATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOTBE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMSHAVE NOT BEEN RECEIVED.20.IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THEPROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTORMUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THEPROJECT SHALL BE SUBMITTED TO NON-BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREEOTHERWISE.21.THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENTSUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENTCONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTSWITH THEIR SUBCONTRACTORS, SUB-CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDINGFOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSEAGREEMENTS.22.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINEDTHEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THEOWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORKDONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVEDAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER ANDENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES ANDPENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.GENERAL GRADING & UTILITY PLAN NOTES1.LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMEDINDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OREXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMEDINDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALLDISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALLCOMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ALLPROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELDVERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.2.ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORMSEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BEVERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THEREQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUNDUTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURINGCONSTRUCTION AT NO COST TO THE OWNER.3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONSASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THECONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVECODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TOTHE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALLCONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OFWORK 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 THATARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMSTHAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY.5.THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDERREQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION ASIDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTENNOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED INACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS.6.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGNFOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOORACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT.THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUALCOMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITYREQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIORTO 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 LOCALUTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES ANDAPPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE.8.ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLEDUNDERGROUND. ALL NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THEUTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.9.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THERECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THECONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS ASSPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED ASOUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BESUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTEREDWITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB-GRADEAREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCEWITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICALREPORT. SUB-BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS ANDOTHER UNSUITABLE MATERIALS. SHOULD SUB-BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'SREPRESENTATIVE, SUB-BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED ASDIRECTED BY THE GEOTECHNICAL REPORT.10.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PERTHE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THEAPPLICABLE UTILITY COMPANY SPECIFICATIONS.11.THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS ANDREGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHINGPROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIREDTO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HASJURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.12.PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALLDEBRIS 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 BEADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS.14.THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITYINVERT 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 SAFETYOR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITHCONSTRUCTION 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 UNLESSOTHERWISE 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 TAKEPRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS.18.CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITEMATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TOENGINEER AND OWNER PRIOR TO INITIATING WORK.CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:41 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSN/ASD C-101GENERALNOTESPROPOSED NOTECURB AND GUTTERSPILL CURBTRANSITION CURBDEPRESSED CURB AND GUTTERXTYPICAL NOTE TEXTNEIGHBORINGPROPERTY LINE /INTERIOR PARCEL LINESTANDARD DRAWING LEGENDFOR ENTIRE PLAN SET(NOT TO SCALE)ONSITE PROPERTYLINE / R.O.W. LINEEASEMENTLINESETBACKLINECONCRETE CURB &GUTTERUTILITY POLEWITH LIGHTPOLELIGHTTRAFFICLIGHTUTILITYPOLETYPICALLIGHTACORNLIGHTTYPICALSIGNPARKINGCOUNTSBORINGBENCHMARKCSLWEGOHTORETEPEBSAN#X#SANITARYLABELSTORMLABELSANITARY SEWERLATERALUNDERGROUNDWATER LINEUNDERGROUNDELECTRIC LINEUNDERGROUNDGAS LINEOVERHEADWIREUNDERGROUNDTELEPHONE LINEUNDERGROUNDCABLE LINESTORMSEWERSANITARYSEWER MAINHYDRANTSANITARYMANHOLESTORMMANHOLEWATERMETERWATERVALVEGASVALVEGASMETERTYPICAL ENDSECTIONHEADWALL ORENDWALLGRATEINLETCURBINLETCLEANOUTELECTRICMANHOLETELEPHONEMANHOLEELECTRICBOXELECTRICPEDESTALMONITORINGWELLTESTPITSDSTCBC516.00515.55516.00TC190CONTOURLINESPOTELEVATIONS187 STORM DRAIN SANITARY SEWER WATER SIGHT DISTANCE PROPOSED EASEMENT LEGEND COMMON SHARED INGRESS-EGRESS PUBLIC ACCESS PUBLIC UTILITY PUIECSEPADIMWSSSTMDIMDIMDIMDIMDIMDIM-VAR VARIABLE WIDTH SSIDIM STORMWATER FACILITYSWMDIM MANAGEMENTSTANDARDABBREVIATIONSFOR ENTIRE PLAN SETACACRESADAAMERICANS WITHDISABILITY ACTARCHARCHITECTURALBCBOTTOM OF CURBBFBASEMENT FLOORBKBLOCKBLBASELINEBLDGBUILDINGBMBUILDING BENCHMARKBRLBUILDING RESTRICTION LINECFCUBIC FEETCLCENTERLINECMPCORRUGATED METAL PIPECONNCONNECTIONCONCCONCRETECPPCORRUGATED PLASTIC PIPECYCUBIC YARDSDECDECORATIVEDEPDEPRESSEDDIPDUCTILE IRON PIPEDOMDOMESTICELECELECTRICELEVELEVATIONEPEDGE OF PAVEMENTESEDGE OF SHOULDEREWEND WALLEXEXISTINGFESFLARED END SECTIONFFFINISHED FLOORFHFIRE HYDRANTFGFINISHED GRADEGGRADEGFGARAGE FLOOR (AT DOOR)GHGRADE HIGHER SIDE OF WALLGLGRADE LOWER SIDE OF WALLGRTGRATEGVGATE VALVEHDPEHIGH DENSITYPOLYETHYLENE PIPEHPHIGH POINTHORHORIZONTALHWHEADWALLINTINTERSECTIONINVINVERTLFLINEAR FOOTLOCLIMITS OF CLEARINGLODLIMITS OF DISTURBANCELOSLINE OF SIGHTLPLOW POINTL/SLANDSCAPEMAXMAXIMUMMINMINIMUMMHMANHOLEMJMECHANICAL JOINTOCON CENTERPAPOINT OF ANALYSISPCPOINT CURVATUREPCCRPOINT OF COMPOUNDCURVATURE, CURB RETURNPIPOINT OF INTERSECTIONPOGPOINT OF GRADEPROPPROPOSEDPTPOINT OF TANGENCYPTCRPOINT OF TANGENCY,CURB RETURNPVCPOLYVINYL CHLORIDE PIPEPVIPOINT OF VERTICALINTERSECTIONPVTPOINT OF VERTICAL TANGENCYRRADIUSRCPREINFORCED CONCRETE PIPERET WALLRETAINING WALLR/WRIGHT OF WAYSSLOPESANSANITARY SEWERSFSQUARE FEETSTASTATIONSTMSTORMS/WSIDEWALKTBRTO BE REMOVEDTBRLTO BE RELOCATEDTCTOP OF CURBTELETELEPHONETPFTREE PROTECTION FENCETWTOP OF WALLTYPTYPICALUGUNDERGROUNDUPUTILITY POLEWWIDEW/LWATER LINEW/MWATER METER±PLUS OR MINUS°DEGREEØDIAMETER#NUMBERADA INSTRUCTIONS TO CONTRACTORCONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUSTCOMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKINGSPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLEBUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOTLIMITED TO THE FOLLOWING:·PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.·CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%).·LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOTEXCEED 1:50 (2.0%) IN ANY DIRECTION.·PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OFTRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NOGREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE.WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO.A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET (30 INCHES), SHALL BE PROVIDED. THE RAMPMUST HAVE ADA HAND RAILS AND 60" W BY 60" L LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORETHAN 1:50 (2.0%) IN ANY DIRECTION FOR POSITIVE DRAINAGE.·DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAYFROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESSTHAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVEDOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.)·WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OFOR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTINGELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDSFOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTORMUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THATDIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORECOMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUMLIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.·THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANYNON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIORTO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACENON-CONFORMING CONCRETE.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCALBUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALBEMARLE COUNTY ENGINEERINGGENERAL CONSTRUCTION NOTES FOR SITE PLANS1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANYEXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHEREANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.2.ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENTSPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVEDEROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHERCONSTRUCTION.4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUMALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1OR BETTER ARE TO BE ACHIEVED.5.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THEALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARYIN ORDER TO STABILIZE A DRAINAGE CHANNEL.6.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROLDEVICES.7.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.8.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THECONSTRUCTION INDUSTRY (29 CFR PART 1926).CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:41 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSN/ASD C-102GENERALNOTESZONING AND SITE TABULATIONSPARCEL:04600-00-019B4, 04600-00-019B1ZONING AND OVERLAY DISTRICTS: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICTENTRANCE CORRIDOR OVERLAY (EC)AIRPORT IMPACT OVERLAY (AIA)MANAGED AND PRESERVED SLOPES OVERLAY DISTRICTFLOOD HAZARD OVERLAY DISTRICT (FH)THIS SITE DOES NOT LIE IN A WATER SUPPLY WATERSHED.ASSOCIATED PLANS:PROFFERS AND CODE OF DEVELOPMENT ZMA201500007 - NOVEMBER 9, 2016SPECIAL USE PERMIT SP201500025 - NOVEMBER 9, 2016ROAD IMPROVEMENT PLAN - JULY 31, 2017, WPO PLAN 201700037 - APRIL 19 2017,INITIAL SITE PLAN 4A - JULY 31, 2017, INITIAL SITE PLAN 4B - MARCH 5, 2018MAGISTERIAL DISTRICT:RIVANNA DISTRICTPROPOSED USE:MULTI-FAMILY DWELLINGS147 1-BEDROOM UNITS145 2-BEDROOM UNITS24 3-BEDROOM UNITSBLOCK CLASSIFICATION (4B):URBAN DENSITY RESIDENTIALTOTAL SITE AREA:277.5 ACRESTOTAL 4A APARTMENT PARCEL AREA:358,365 SF ≈ 8.23 ACRESTOTAL 4B APARTMENT PARCEL AREA:330,507 SF ≈ 7.59 ACRESBLOCK 4A AREA (PROPOSED):477,982 SF ≈ 11.0 ACRES (APPROXIMATE)BLOCK 4B AREA (PROPOSED):447,393 SF ≈ 10.3 ACRES (APPROXIMATE)TOTAL BLOCK 4 AREA (PROPOSED):925,375 SF ≈ 27.9 (APPROXIMATE)BLOCK 4 AREA (APPROVED):1,193,544 SF = 27.4 ACRESRESIDENTIAL DENSITY:PERMITTED (UNITS/AC.)PROPOSEDBLOCK 4A:6 - 34147 UNITS / 8.23 AC. = 17.86 UNITS/AC.BLOCK 4B:6 - 34169 UNITS / 7.59 AC. = 22.27 UNITS/AC.BUILDING YARD SETBACKS:MINIMUMPROVIDEDRESIDENTIALFRONT5'20.3'SIDE5'5.0'REAR10'33.8'REGULATED PARKING GUIDELINES:MINIMUM SETBACK:6' SIDE AND REAR PARKING SETBACK FROM R/W. FRONT SETBACK ESTABLISHEDBY THE PRIMARY STRUCTURELOCATION:NEIGHBORHOOD CENTER AND URBAN DENSITY AREASNOTES:1.PARKING LOT TO BE LOCATED IN THE SIDE OR REAR OF THE PRIMARY STRUCTURE AND SHALL NOTEXTEND PAST THE FRONT OF THE BUILDING2.PARKING LOTS SHALL BE SCREENED FROM PUBLIC R/W WITH CONTINUOUS EVERGREEN SHRUBSOR 4' MAX. HEIGHT OPAQUE WALL.3.WALLS OR FENCES USED TO AUGMENT SCREENING SHALL BE A MINIMUM OF 42" IN HEIGHT.PARKING TABULATION:REQUIREDMULTIFAMILY APARTMENTSBLOCK 4A 1 BEDROOM (71 UNITS)(1.5 SPACES / PER UNIT) = 107BLOCK 4B 1 BEDROOM (76 UNITS)(1.5 SPACES / PER UNIT) = 114BLOCK 4A 2 BEDROOM (64 UNITS)(2 SPACES / PER UNIT) = 128BLOCK 4B 2 BEDROOM (81 UNITS)(2 SPACES / PER UNIT) = 162BLOCK 4A 3 BEDROOM (12 UNITS)(2 SPACES / PER UNIT) = 24BLOCK 4B 3 BEDROOM (12 UNITS)(2 SPACES / PER UNIT) = 24BLOCK 4A ADA SPACESSPACES (1 VAN SPACE)= 8BLOCK 4B ADA SPACESSPACES (1 VAN SPACE)= 8TOTAL 559 PARKING TABULATION:PROVIDEDMULTIFAMILY APARTMENTSBLOCK 4A GARAGE SPACES24BLOCK 4B GARAGE SPACES29BLOCK 4A APRON SPACES24BLOCK 4B APRON SPACES29BLOCK 4A SURFACE SPACES227BLOCK 4B SURFACE SPACES249 BLOCK 4A ADA SPACES 12BLOCK 4B ADA SPACES10 TOTAL 582 SPACESOPEN SPACE:REQUIREDPROVIDED6.9% (0.75 AC)15.6% (1.78 AC)MAXIMUMPROVIDEDHEIGHT OF ALL STRUCTURES:60' MAX FOR BUILDINGSALL BUILDINGS: (4 STORIES) ±60'4 STORIES OR LESS (BY RIGHT);70' FOR 5 STORY BUILDINGSWITH SPECIAL EXCEPTIONRECREATIONAL AREA:± 60,200 SF POOL AREA INCLUDED WITH BLOCK 4PROPOSED IMPERVIOUS COVER:BLOCK AREA± 8.56 AC (APPROXIMATE)LANDSCAPE PLAN REQUIRED:YESGENERAL CONSTRUCTION NOTES FOR STREETS(THIS LIST IS IN ADDITION TO THE GENERALCONSTRUCTION NOTES)1.ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDSAND SPECIFICATIONS.2.SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHINEASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO ABOUNDARY LINE OR A NATURAL WATERCOURSE.3.GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTSWILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED ATLOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FORPRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BEINSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAYSHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.4.WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TOVDOT CG-9(A, B OR C).5.WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TOVDOT STANDARD PE-1.6.COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THETYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.7.ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THEFINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANSSHALL BE NULL AND VOID.8.ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORMTRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERINGORDINANCE AND MANUAL.9.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPERWHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TOPROVIDE SAFE AND CONVENIENT ACCESS.10.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR ASDETERMINED BY VDOT FOR PUBLIC ROADS.11.VDOT STANDARD CD-1 OR CD-2 CROSS-DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALLCUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.12.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMEDINACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED INACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE.2.3.2.2 Urban Density Residential - Block 2 through Block 4RequirementMinimumMaximumNotesFront SetbackPorches5' minimum4' minimum25' maximum25' maximumExceptions to the maximum setbacksshall be considered during the site planprocessSide Setback5'No maximumMinimum 10' bldg. separationSide, Corner Lot Setback5'No maximumRear Setback10'No maximumRear setback for Block 4 shall beadjacent to Route 29 BufferGarage SetbacksSee Figure 12See Figure 12Figure 12 is located on Sheet 30 of theCode of DevelopmentHeightNo minimum4 stories / 60'5 stories / 70' withSpecial ExceptionBuildings greater than 3 stories muststep back a minium of 15 feet after the3rd story or provide a minimum 15 footfront setback or seide setbackadjacent to a streetLot SizeNo minimumNo maximumBuilding FootprintNo minimum15,000sf(Non-Residential) &No maximum forResidential UnitsMaximum does not apply to assistedliving facilities, rest homes,recreational and civic spaces, healthclubs, and multi-family buildingsNote: Buildings over 3 stories shall require a 26' wide, exclusive of shoulders, aerial fire apparatus access road that is no more than 30'from the building to meet Fire and Rescue regulations.SITE USE AREA TABULATIONS:USE:AREA:RESIDENTIAL·BLDG. TYPE A (2)21,553 X 2 = 43,106 SF (0.99 AC.)·BLDG. TYPE B (2)13,633 X 2 = 27,266 SF (0.63 AC.)·BLDG. TYPE C (2)11,768 X 2 = 23,536 SF (0.54 AC.)·BLDG. TYPE D (2)10,702 X 2 = 21,404 SF (0.49 AC.)·BLDG. TYPE E (1)11,768 SF (0.27 AC.)AMENITY AREA·FITNESS BUILDING2,604 SF (0.06 AC.)·CLUBHOUSE5,394 SF (0.12 AC.)·POOL AREA9,000 SF (0.21 AC.)·OTHER52,020 SF (1.19 AC.)·TOTAL69,018 SF (1.58 AC.)MAINTENANCE BUILDING906 SF (0.02 AC.)TOTAL PERMITTED NON-RESIDENTIAL AREA:15,000 SFREMAINING AVAILABLE NON-RESIDENTIAL:6,096 SF CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:41 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSN/ASD C-103APPROVEDPROFFERS CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:41 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSN/ASD C-104APPROVEDPROFFERSPROFFER ANALYSIS:IN RESPONSE TO PROFFER ITEM 1.A (TRANSPORTATION IMPROVEMENTS), THE DEVELOPER SHALL SUBSTANTIALLY COMPLETETHE POLO GROUNDS ROAD IMPROVEMENTS, AS DEEMED FIT BY THE COUNTY ENGINEER, PRIOR TO THE ISSUANCE OF THEFIRST CERTIFICATE OF OCUPANCY OF THE MULTIFAMILY UNITS PROPOSED WITH THIS PLAN. CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PH0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:42 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSNOT TO SCALEPH C-105PHASING PLANNOT TO SCALE BLOCK19BLOCK 8BBLOCK 4ABLOCK 17BLOCK 18BLOCK 16BLOCK 14BLOCK 15BLOCK 13BLOCK 12BLOCK 11BLOCK 9BLOCK 10BLOCK 1BLOCK 3BLOCK 3BLOCK 2BLOCK 5BLOCK 7BLOCK 6BLOCK 8ABLOCK 4BBLOCK 4CLEGENDSECTION 1 DELINEATIONBLOCK DELINEATIONFUTURE BLOCK DELINEATIONU.S. ROUTE 29 SEMINOLE TRAILROUTE POLO GROUNDSSTATE643PRELIMINARY PLATSUB - 2017 - 00188INITIAL SITE PLANSUB - 2017 - 00047ROAD IMPROVEMENT PLANSUB - 2017 - 0017INITIAL SITE PLANBLOCK 4BCONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PH0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:42 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTS1"=200'PH C-106PHASING PLAN1"=200'020050100200NOTES1.PROPOSED AREA FOR FUTURE BLOCKS WILL BE REVISED AND INCLUDED WITH FUTURESUBMISSIONS AS ENGINEERING IS FINALIZED2.ROAD IMPROVEMENTS ALONG ROUTE 29 AND POLO GROUNDS ROAD INCLUDED IN SECTION 1BLOCK AREA SUMMARYBLOCKLAND USE DISTRICTAREA PER BROOKHILLCOD (AC)PROPOSED AREA (AC.)CIVIC /PARKSGREENWAYOPENSPACEBUFFERSTOTALGREENSPACE1NEIGHBORHOODSERVICE CENTER12.00.00.00.00.00.02URBAN DENSITY6.31.20.00.00.01.23URBAN DENSITY5.85.10.00.00.00.00.03AURBAN DENSITY3.33BURBAN DENSITY1.84URBAN DENSITY27.421.60.23.41.92.98.44AURBAN DENSITY11.004BURBAN DENSITY10.305NEIGHBORHOODDENSITY12.30.05.71.50.07.26NEIGHBORHOODDENSITY7.27.00.00.00.27.27NEIGHBORHOODDENSITY20.60.02.94.71.18.78NEIGHBORHOODDENSITY25.824.760.05.14.04.013.18ANEIGHBORHOODDENSITY17.608BNEIGHBORHOODDENSITY7.179NEIGHBORHOODDENSITY11.40.01.80.02.84.610NEIGHBORHOODDENSITY8.10.03.61.00.14.711NEIGHBORHOODDENSITY13.91.28.21.30.010.712NEIGHBORHOODDENSITY9.90.03.21.00.04.213NEIGHBORHOODDENSITY13.10.01.41.10.93.414NEIGHBORHOODDENSITY10.10.04.71.30.06.015NEIGHBORHOODDENSITY21.00.04.12.11.27.416NEIGHBORHOODDENSITY11.50.01.81.30.03.117NEIGHBORHOODDENSITY19.10.03.33.80.27.318NEIGHBORHOODDENSITY38.80.74.43.82.611.519NEIGHBORHOODDENSITY3.20.00.00.00.00.0 LIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANEROUTE 29 100' BUFFER70' UNDISTURBED BUFFER30'PLANTED/REFORESTEDBUFFERCONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000DP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:43 AM LAST SAVED BY: MGIBSONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTS1"=80'DP C-201OVERALLEXISTINGCONDITIONSPLAN1"=80'402080080SLOPE LEGENDPRESERVED SLOPESMANAGED SLOPESMATCHLINE - SHEET C-202 MATCHLINE - SHEET C-203 LIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANE70' UNDISTURBEDBUFFERROUTE 29 100' BUFFER30' PLANTED /REFORESTED BUFFER1"=40'DP C-2021"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000DP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:45 AM LAST SAVED BY: MGIBSONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-203 EXISTINGCONDITIONS ANDDEMOLITIONPLANSLOPE LEGENDPRESERVED SLOPESMANAGED SLOPES LIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESTELLA LANEROUTE 29 100' BUFFER70' UNDISTURBED BUFFER30' PLANTED /REFORESTEDBUFFERROUTE 29 100' BUFFER30' PLANTED /REFORESTED BUFFER1"=40'SP C-2031"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000DP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:47 AM LAST SAVED BY: MGIBSONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-202 EXISTINGCONDITIONS ANDDEMOLITIONPLANSLOPE LEGENDPRESERVED SLOPESMANAGED SLOPES LIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANE70' UNDISTURBEDBUFFERROUTE 29 100' BUFFER30' PLANTED /REFORESTED BUFFERPROP. FH(TYP.)PROP. FH(TYP.)PROP. 4"FIRE LINEPROP. FDCPROP. 4" FIRELINEPROP. FDCPROP. FDCPROP.FDCPROP. FDCSAN20W20STM25STM20STM20STM20STM25TPTPTPPROP. FDCPROP. "STOP"BAR (TYP.)PROP. "STOP"BAR (TYP.)12.2' 4.5'R 15'RPROP.MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'E')FF = 458.50PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 456.50BF = 445.8418'162.4'24'10'18'18'85'18'24'18'10'18'26'18'26'18'271.5'18'26'18' 12.4' 12.4'12'12.2'6'12.4'17.7'36'12'6'12.4'6'19.7'30'12'3'R5'R4.5'R4.5'R39'R4.5'R 5'R 5'R4.5'R4.5'R1 5 ' R 3'R4.5'R 5'R15 ' R5'R5' R 15'R4.5'R 4.5'R 5'R5'R15'R5' R 4.5'R 5'R5'R5'RPROP."STOP" SIGN(TYP.)4.5'R4.5'R5'R1 5 ' R15'R5' R 4.5'R 4.5'R 5'R1 5 ' R 15'R5' R 15'R5' R 5'R5'R5'R1 5 ' R PROP."STOP" SIGN(TYP.)PROP."STOP" SIGN(TYP.)PROP."STOP" SIGN(TYP.)PROP."STOP" SIGN(TYP.)PROP. "STOP"BAR (TYP.)PROP. "STOP"BAR (TYP.)PROP."STOP" SIGN(TYP.)PROP. "STOP"BAR (TYP.)PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 458.50BF = 447.84172.2'30'149.5'10'R10'R27.9'30.2'20.3'50.2'15'RPROP. WALL CPROP.WALL CPROP. WALL BPROP.WALL A5'R10 'R 3' R 4'R5'R12'6'4'R4' R 5'R7.1'8'8'4'R3'R3'R 11.6'26'9'9'9'9'9'9' 9'9'9'9'12' 9' 9' 9' 9' 9' 9' 9'9'9'9'9'9'9'9' 9' 9'22.5'9'12.2'12' 5' 30'178.1'81.1'100.1'208.9' 80.9'172.2'22.6'81.1'81.1'56.4'33.8' 12'12.2'13.4'13' 11.5'11'5'8' 4' R4'R11.7'3'R10.6'12'12.4'5'R 3.6'R4' R 8'5'8'18'9.5'5'R3'R15'RPROP. TRASHCOMPACTOR9'8'5'8.2'12'6'10.6'6'12'12.4'10' 50.7'21.7'PROP. FENCE4'R18.2'555353681010111111108745288810101044998910101011428PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00208.9' 10.8'162.4'69.4'30'10.8'37.3'24'24'81.1'24.6'56PROP. WALL EPROP. WALL D5655511.9'11.5'6.4'10.3'6'11.5'1'9.9'PROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)115'PROP. CLASSA1 RIP-RAPPROP. EXTENDEDDETENTION BMPAREA24.7'PROP.LEVELSPREADER17.7'PROP. WALL BPROP. WALL A18.3'PROP. WALL DPROP.WALL E25' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK5'8.4' 5'11.9'5'C2 225.1'5' MIN. FRONT SETBACK5' MIN. FRONT SETBACKL16 25' MAX. FRONT SETBACK5'7.2'5'8'C4PROP. PUBLIC ROW C3C5L5 L8C7L19L7L203'R L12 L11L18L17 L14C6PROP. PUBLIC ROW C8L23PROP. PUBLIC ROWPROP. ASPHALT3'R1'R37.6'PROP. ASPHALT0.5'R 35.4'PROP. ASPHALTPROP. "STOP"BAR (TYP.)14 '74.8'7.9'PROP."STOP" SIGN(TYP.)PROP. "STOP"BAR (TYP.)26.3'1'R PROP."STOP" SIGN(TYP.)5'0.5'R 18.2'3'R 102.8'18.3'0.5'R 3'R 0.5'R 0.5'R0.5'R 3'R0.5'R PROP."STOP" SIGN(TYP.)3'R1'R 3'R0.5'R 3'R0.5'RPROP. "STOP"BAR (TYP.)1'R 1'R1'R3' STONE LAYER8" SPREADER LIP7' V-DITCHLIMIT OF GREENSPACE AND FUTUREGREENWAY AREA PER ZMA20150007CODE OF DEVELOPMENTLINE TABLELINEL2L3L5L7L8L11L12L14L16L17L18L19L20L23BEARINGS59° 04' 25"EN30° 55' 35"EN59° 04' 25"WN62° 21' 41"WS30° 55' 35"WN59° 04' 25"WN59° 04' 25"WN62° 42' 47"WS62° 27' 13"EN75° 04' 58"EN30° 55' 35"ES73° 25' 03"EN59° 04' 25"WS30° 55' 35"WDISTANCE560.11'572.03'403.66'118.34'230.26'351.11'72.48'89.38'105.27'95.69'88.26'117.68'294.73'127.88'CURVE TABLECURVEC2C3C4C5C6C7C8RADIUS54.00'445.50'56.32'53.60'554.50'355.65'330.41'LENGTH84.82'25.56'60.62'28.16'35.22'132.44'52.32'CHORD BEARINGN14°04'25"WN60°43'03"WS60°44'38"WN74°07'26"WN60°53'36"WS11°16'16"WS26°18'31"WCHORD76.37'25.56'57.74'27.84'35.22'131.67'52.26'DELTA090°00'00"003°17'16"061°40'11"030°06'03"003°38'22"021°20'09"009°04'19"TANGENT54.00'12.79'33.62'14.41'17.62'66.99'26.21'1"=40'SP C-301SITE PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:47 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-302 LEGEND:PRIMARY BUILDING ENTRANCENOTES:1.STELLA LANE AND ARCHER AVE ARE PROPOSED/UNDER REVIEW AS PART OF ROAD PLANSUB201700117 AND ARE SHOWN FOR CLARITY PURPOSES ONLY.2.PROPOSED AMENITY AREA SHOWN FOR INFORMATION ONLY. CONTRACTOR TO REFER TOPLAN SUBMITTED UNDER SEPARATE COVER BY ARCHITECT FOR DESIGN / HARDSCAPEDETAILS.3.SEE ARCHITECTURAL PLAN FOR ADDITIONAL DETAILS ON FENCES, RETAINING WALLS, ANDSCREENING MEASURES. LIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANEROUTE 29 100' BUFFER70' UNDISTURBED BUFFER30' PLANTED /REFORESTEDBUFFERPROP. FDCPROP. 4"FIRE LINEPROP. FDCPROP. 4" FIRELINEPROP. FDCSAN20SAN20W20W20PROP. FH(TYP.)STM20STM20STM20STM47STM20TPTPPROP. FDCPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25162.4'30.2'20.3'PROP.WALL A11.6'30'81.1'100.1'208.9'50.7'21.7'18.2'565' R PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 447.00BF = 437.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.004'R5'R 4'R3'R15'R10'R15'R5'R 4.6'R 5'R26' 5' R5'R4.5'R 5'R5'R4.5'R 4.5'R4.5'R 5'R 5'R4'R 4.5'R4'R4.5'R50'R5' R 80'R15'R5' R 5'R5'R50'R4.5'R 4.5'R 3'R15'R15'R3'R4.5'R 5.5'R 5.5'R4.5'R15'R5'R15'R15'R 3'R4.5'R 4.5'R 3'R 15'R15'R3'R4.5'R3'R 4.5'R208.9'10.8'162.4'69.4'30'10.8'37.3'100.1'118.7'88.2'18.7'24'24'189.2'81.1'24.6'9'9'9'9'9'9'9'9'9'9'11'5'8'9'11.9'11.5'11.7'11.7'11.5'11.9'6'1'16.5'5'18.5'26'18'10'18'26'18'5.5'108'5.5'18'24'18'10'18'26'26'18' 9' 9' 9'9' 9' 9'9'9' 9' 9' 9'9'510119'11.2'11.1'10.2'11.3'9.2'13.2'12.5'172.2'30'149.5'81.1'50.8'81.1'50.8'57109121094101010410101081010810243563530'12.4 'PROP."STOP" SIGN(TYP.)PROP. "STOP"BAR (TYP.)PROP."STOP" SIGN(TYP.)PROP. "STOP"BAR (TYP.)PROP."STOP" SIGN(TYP.)PROP. "STOP"BAR (TYP.)PROP. "STOP"BAR (TYP.)PROP."STOP" SIGN(TYP.)5'PROP. WALL EPROP. WALL DPROP. WALL FPROP."STOP" SIGN(TYP.)PROP. "STOP"BAR (TYP.)11.5'6'10.6'6'11.5'12.9'26'311.4'11.2'11.1'129'8'5'11'18'9'5'60'20.6'113.6'8'5'11'5'R 4'R 5'R 5'R11.9' 8'5'11' 1'10.6'6'11.5'65355511.9'11.5'6'1'11.9'PROP. TRASHCOMPACTOR41'R10'RPROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)FF = 455.0017.7'PROP. WALL BPROP. WALL A18.3'100'25.6'11'PROP. WALL DPROP.WALL E5'PROP. AMENITYAREA SEE NOTETHIS SHEETPROP.MAINTENANCEBUILDINGPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 452.50BF = 442.50PROP.BIORETENTION,BMP AREAPROP.POOLAREAPROP.AMENITYAREAPROP. CLUBHOUSEFF = 452.00PROP.FITNESSBUILDINGFF = 454.0018'40.5'33'12'33.6'25'74.7'23.5'35.2'48'35'32.1'44.1'88.9'7.7'1'5'16.1'68'25' MAX. FRONT SETBACK25' MAX. FRONT SETBACK5' MIN. FRONT SETBACK 5' MIN. FRONT SETBACK8' 7' 5'5'8'5' C25' MIN. FRONT SETBACK 25' MAX. FRONT SETBACK25' MAX. FRONT SETBACK5'C4PROP. PUBLIC ROWC3 C5L5 6'L7L3L2 L12 L11L14C6 PROP. PUBLIC ROW PROP. PUBLIC ROWPROP. ASPHALTPROP.ASPHALTPROP. ASPHALTPROP. "STOP"BAR (TYP.)PROP. ASPHALTPROP."STOP" SIGN(TYP.)PROP."STOP" SIGN(TYP.)18.3'21.3'13.3'34'PROP. "STOP"BAR (TYP.)44'7' R18.3'18'43'17.7'41.9'PROP. CLASSA1 RIP-RAPPROP. CLASSA1 RIP-RAPCURVE TABLECURVEC2C3C4C5C6C7C8RADIUS54.00'445.50'56.32'53.60'554.50'355.65'330.41'LENGTH84.82'25.56'60.62'28.16'35.22'132.44'52.32'CHORD BEARINGN14°04'25"WN60°43'03"WS60°44'38"WN74°07'26"WN60°53'36"WS11°16'16"WS26°18'31"WCHORD76.37'25.56'57.74'27.84'35.22'131.67'52.26'DELTA090°00'00"003°17'16"061°40'11"030°06'03"003°38'22"021°20'09"009°04'19"TANGENT54.00'12.79'33.62'14.41'17.62'66.99'26.21'LINE TABLELINEL2L3L5L7L8L11L12L14L16L17L18L19L20L23BEARINGS59° 04' 25"EN30° 55' 35"EN59° 04' 25"WN62° 21' 41"WS30° 55' 35"WN59° 04' 25"WN59° 04' 25"WN62° 42' 47"WS62° 27' 13"EN75° 04' 58"EN30° 55' 35"ES73° 25' 03"EN59° 04' 25"WS30° 55' 35"WDISTANCE560.11'572.03'403.66'118.34'230.26'351.11'72.48'89.38'105.27'95.69'88.26'117.68'294.73'127.88'1"=40'SP C-302SITE PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 10:39 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-301 LEGEND:PRIMARY BUILDING ENTRANCENOTES:1.STELLA LANE AND ARCHER AVE ARE PROPOSED/UNDER REVIEW AS PART OF ROAD PLANSUB201700117 AND ARE SHOWN FOR CLARITY PURPOSES ONLY.2.PROPOSED AMENITY AREA SHOWN FOR INFORMATION ONLY. CONTRACTOR TO REFERTO PLAN SUBMITTED UNDER SEPARATE COVER BY ARCHITECT FOR DESIGN / HARDSCAPEDETAILS.3.SEE ARCHITECTURAL PLAN FOR ADDITIONAL DETAILS ON FENCES, RETAINING WALLS,AND SCREENING MEASURES. LIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANEPROP.MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'E')FF = 458.50PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 456.50BF = 445.84PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 458.50BF = 447.84PROP. WALL CPROP.WALL CPROP. WALL BPROP.WALL APROP. TRASHCOMPACTORPROP. FENCEPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. WALL EPROP. WALL DPROP. CLASSA1 RIP-RAPPROP. WALL BPROP. WALL APROP. WALL DPROP.WALL E25' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK C2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACKL16 25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8C7L19L7L20L12 L11L18L17 L14C6PROP. PUBLIC ROW C8L23PROP. PUBLIC ROWPROP. ASPHALTPROP. ASPHALTPROP. ASPHALTSSSSSSSSSSSSSSSSS S S S S SLWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWSL SL SL SL FWWWWW W W W WWSSPROP. 6" HDPEROOF DRAIN(TYP.)PROP. 8" HDPEROOF DRAIN(TYP.)SL SL SL SL F WL WLFPROP. 6" HDPEROOF DRAIN(TYP.)WFSLPROP. 8" HDPEROOF DRAIN(TYP.)PROP. 8" HDPEROOF DRAIN(TYP.)PROP. 6" HDPEROOF DRAIN(TYP.)PROP. 6" HDPEROOF DRAIN(TYP.)STMB17STMB10STMB18STMB15STMB7STMB9STMB8STMB16STMB6STMB14STMB19STMB4STMB3STMB12STMB2STMB13STMB5STMB13 0 " R C P 30" HDPE24" RCP24" RCP24" RCP 18" RCP 1 5 " R C P 15" RCP12"HDPE12" HDPE24" RCP15" RCP 15" RCP 1 2 " HDPE12" HDPE12" HDP E 12" HDPE12" HDPE30" HDPESL12"HDPESTMB2065SAN62SAN67CO69CO68CO66CO63SAN64SANFFPROP. 6'X6' RISERSTRUCTURE48" RCPSTMB11PROP.SWMISOLATOR ROWSTMISO1STMISO2STM25STM20STM20STM20STM25TPTPTP454452458458 4 5 4 448442 446 446 444 442 440 4 4 8 44 8 452452454454 438 440 445442 443445 460 460454454 458 454 446450448 454 45645645645645645 6 4 5 6 454456456444444 444 458 458 454452456452456450446444442444 426 428 430432 436 434440442444 448446 442 444 442 444 456456 454 452 450 450 446 45 6 454 452 450 4 5 2470468466464462460 456458TW 451.35BW 448.35TW 452.00BW 449.00TW 455.86BW 452.86TW 451.04BW 448.04TW 456.04BW 453.04TW 455.30BW 450.00G 454.05TC 455.35TC 455.10TC 455.30G 446.30RIM 453.70G 442.75G 444.69G 447.64G 458.75FF 458.50BF 447.84G 456.55TW 458.00BW 458.00TC 457.82TC 457.82TC 457.85TC 456.00TC 456.45TC 454.30G 460.30TC 455.15TC 454.20G 456.55G 456.55G 455.95TW 450.73BW 447.73TC 456.34TC 456.34TC 454.00TC 454.00TC 454.10TC 454.60TC 456.00TC 456.45TC 456.12G 456.55TC 456.60TC 457.89RIM 456.86RIM 456.86RIM 453.25TW 454.30BW 450.00TW 447.00BW 447.00TW 453.00BW 453.00TW 455.80BW 455.80TW 454.00BW 454.00TW 448.20BW 448.20RIM 452.28G 454.25TC 453.87TW 455.00BW 452.00G 455.80TW 454.00BW 454.00TW 452.00BW 449.00TW 451.35BW 448.35TW 453.00BW 450.00G 455.00G 454.20TW 450.73BW 447.73G 453.75G 454.25G 453.75TC 454.15TC 453.75G 454.17TC 454.12TC 454.00TC 454.00TC 455.00TC 454.95TC/G 456.00G 456.75G 456.75G 456.75TC 456.60TC 456.47TC 457.29TC 457.25TC 457.62G 458.50G 458.75G 458.00TC 458.34TC 457.25TC 457.64G 458.00G 458.50TC 458.20TC 457.88G 458.75G 456.50G 456.50TC 457.56TC 457.52TC 456.88TC 457.05TC 455.85TC 456.00TC 455.90TC 456.05TC 456.85TC 454.80TC 453.75TC 453.87TC 453.75TC 456.85TC 456.05TC 455.90TC 456.85RIM 456.85TC 456.88TC 457.05TC 457.52TC 457.56TC 454.80TC 454.84TC 454.98TC 454.30TC 454.53TC 454.67TC 454.75TC 455.20TC 455.00TC 457.31TC 454.00TC 453.45TC 453.70TC 454.00TC 453.75TC 453.10TC 452.33TC 452.33TC 452.67TC 453.55TC 453.85TC 454.35TC 453.30TC 458.95TC 454.15TC 453.25TC 453.25TC 453.45TC 453.30TC 453.45TC 454.95TC 454.95RIM 454.95TC 454.95TC 455.15TC 455.15TC 455.72TC 455.72TC 455.70TC 458.20TC 456.77TC 457.00TC 456.80TC 455.85TC 455.65TC 456.30TC 456.10TC 457.70TC 457.50G 461.00TC 458.10G 446.45G 449.00G 454.50G 455.00G 455.00G 455.20TC 454.78TC 454.98G 456.00G 455.50G 455.50G 456.00TC 455.80TC 455.40TC 455.20G 437.50G 445.00G 446.50G 445.00G 442.00G 441.33G 442.00G 441.33G 442.00G 441.33G 445.00G 445.00G 447.00TW 446.00BW 446.00RIM 455.85G 458.50G 454.50G 454.50G 454.50TW 451.05BW 448.05G 456.25G 456.25G 456.25G 456.00G 456.00G 456.50G 458.00TC 458.36G 458.50TC 458.50TW 454.75BW 451.75G 456.70TW 455.00BW 452.00TW 455.30BW 451.30G 447.75G 445.75G 445.75TW 456.00BW 455.36TW 457.50BW 455.36TW 451.00BW 448.501"=40'GP C-401GRADING PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000GP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:48 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-402 LIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESTELLA LANEPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. WALL BPROP.WALL APROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 447.00BF = 437.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. WALL EPROP. WALL DPROP. WALL FPROP. TRASHCOMPACTORFF = 455.00PROP. WALL BPROP. WALL APROP. WALL DPROP.WALL EPROP.MAINTENANCEBUILDINGPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 452.50BF = 442.50PROP. CLUBHOUSEFF = 452.00PROP.FITNESSBUILDINGFF = 454.0025' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK 5' MIN. FRONT SETBACKC 2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACK 25' MAX. FRONT SETBACK25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8L7L3L2 L12 L11L14C6 PROP. PUBLIC ROW PROP. PUBLIC ROWPROP. PUBLIC ROWPROP. CLASSA1 RIP-RAPPROP. CLASSA1 RIP-RAPSLSSSSSS S S S S SLWWWWWWWWWWFWWWWSL SL SL W W W W W W W W W WWWWWWWWWWWW W W W W WL WL WL WWWWWWSSSSWS S S S S S S S S SSPROP. 6" HDPEROOF DRAIN(TYP.)PROP. 6" HDPEROOF DRAIN(TYP.)WPROP. 2 1/2"FIRE LINEWPROP. 2 1/2"FIRE LINEWL WLSLSLSL S S S S S S S FPROP. 2 1/2"FIRE LINEPROP. 6" HDPEROOF DRAIN(TYP.)SLSLFWLPROP. 8" HDPEROOF DRAIN(TYP.)SL SL SL SL F WL WLFPROP. 6" HDPEROOF DRAIN(TYP.)WPROP. 2 1/2"FIRE LINEPROP. 8" HDPEROOF DRAIN(TYP.)SSSSSSSTMA11STMA10STMA7STMA6STMA9STMA12STMA5STMA8STMA4STMA3STMA2STMA1STMB15STMB19STMB1212" HDPE12" HDPE24" RCP24" RCP24" RCP18" RCP 18" RCP 15" RCP 12" HDPE12" HDPE15" RCP12" HDPE12" HDPE12" HDPESL12"HDPESTMB2065SAN62SAN67CO66CO73SAN74CO75CO71SAN72SAN35SAN32SAN33SAN31SAN37CO38COFFSTMA14SLSLSLSLSLSLWLWL 34SANTPTPRIDGERIDGERIDGERIDGERIDGERIDGERIDGERIDGE RIDGE RIDGERIDGE 442444446 44444244 0 4 3 8 446 440 430 42843844044244444644844844644 6 4444544564584604624 5 4452 452454454 452442 440 440 438 450448 454 452452452456456 454454 45445 4 4544544334544564482%RIDGE 4523:12.5%450446RIDGE454 454 452452454456452450452 458448450444 446448 454444446448454 432434436434434 436 438 456 432 434 436 436 436 4361 YR WSE = 434.032 YR WSE = 434.45BIOSCAPEFILTERRAMEDIATOP=434.251-YR ORIFICE=433.50BOTTOM=433.00TW 436.00BW 436.00TW 451.35BW 448.35TW 452.00BW 449.00TW 455.86BW 452.86TW 451.04BW 448.04TW 456.04BW 453.04G 454.05G 456.55G 456.55TW 450.73BW 447.73TC 454.00TC 454.00TC 454.10TC 454.60TC 456.00TC 456.45G 456.55RIM 453.25TW 447.00BW 447.00TW 453.00BW 453.00TW 454.00BW 454.00G 454.25TC 453.25TC 454.35TC 454.18TC 453.70G 442.75G 437.00G 441.80G 447.00TW 446.00BW 433.00TW 444.50BW 436.20G 436.00TC 446.31TW 455.00BW 452.00G 455.80TW 454.00BW 454.00TW 452.00BW 449.00TW 451.35BW 448.35TW 453.00BW 450.00TC 447.42RIM 441.64G 455.00G 454.20FILTERSURFACE = 433.00G 441.20G 433.00G 428.42TC 426.13TC 427.83G 452.65TW 450.73BW 447.73TC 453.88G 453.75G 454.25G 453.75TC 454.15TC 453.75G 454.17TC 454.12TC 454.00TC 454.00TC 455.00TC 454.95TC/G 456.00G 456.75G 456.75TC 454.00TC 453.75TC 452.33TC 453.25TC 453.45TC 453.30TC 454.95TC 455.15TC 455.72TC 455.70TW 442.00BW 442.00TC 442.50TC 445.45RIM 445.00G 437.00G 447.00G 454.05G 453.76G 453.47G 455.15G 446.50G 446.50G 447.00TC/G 446.68TC 446.88G 448.00TC 445.85TC 446.55TC 446.65TC 445.55TC 445.55RIM 445.50TC 445.15TC 445.85TC 446.55TC 446.27TC 446.09TC 445.85G 452.50G 452.50G 452.50G 452.50G 452.00G 452.50G 452.00G 452.50G 452.75G 452.50G 442.50TC 453.48TC 447.60TC 447.18TC 451.62TC 450.95TC 451.38TC 451.80RIM 450.70TC 450.95TC 450.73TC 450.73TC 452.00TC 451.75TC 451.75TC 452.95TC 451.80TC 452.20TC 452.90TC 453.62TC 453.24TC 454.75TC 454.90TC 454.90TC 454.12TC 455.00TC 453.77RIM 452.74TC 453.67TC 454.06TC 453.75TC 454.68TC 454.57TC 454.33TC 454.10TC 454.40TC 454.15G 453.33TC 455.50TC 454.90G 454.50G 455.00TC 454.68TC/G 454.50G 455.00G 455.20RIM 453.05TC 453.66TC 453.25TC 453.85TC 453.45TC 454.78TC 454.98G 456.00G 455.50G 455.50G 456.00G 455.50G 456.00G 456.00G 455.10TC 455.80TC 455.50TC 455.50TC 454.04TC 455.70TC 455.50TC 455.40TC 455.20TC 454.40TC 453.75TC 454.55TC 453.90TC 453.55TC 453.85TC 453.52TC 453.35RIM 453.60TC 454.72TC/G 455.30TC 455.75RIM 452.50TC 451.90TC 452.00TW 446.00BW 446.00G 454.50G 454.50G 454.50TW 451.05BW 448.05TC 453.50TC 452.55TC 453.65G 455.50G 453.37G 456.25G 456.25G 456.25TW 453.40BW 450.00TW 454.80BW 454.10TW 454.00BW 454.00G 452.55G 452.5G 453.50G 453.32TW 454.75BW 451.75G 456.70TW 455.00BW 452.00TW 451.00BW 448.50TW 452.00BW 446.40TW 452.00BW 446.14G 452.25TW 448.50BW 446.14TW 452.70BW 446.75G 454.50G 454.25G 454.07G 454.10TW 453.35BW 448.00G 453.30LANDSCAPE WALLMAX. HEIGHT: 3.00'RETAINING WALLMAX. HEIGHT: 13.00'1"=40'GP C-402GRADING PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000GP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:49 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-401 PROP.MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'E')FF = 458.50PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 456.50BF = 445.84PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 458.50BF = 447.84PROP. TRASHCOMPACTORPROP. FENCEPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. CLASSA1 RIP-RAP25' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK C 2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACKL16 25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8C7L19L7L20L12 L11L18L17 L14C6PROP. PUBLIC ROW C8L23PROP. PUBLIC ROWLIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANEPROP. 10" DIP W/L BPROP. 10" DIP W/L BSSSSSSSSSSSSSSSSS S S S S S LWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSLSLSLSLFPROP. 10" DIP W/L B WWWWW W W WPROP. 8" SAN.PROP. 8" SAN.PROP. 10" DIP W/L B PROP. 10" DIP W/L BPROP. 6" SAN. LAT.PROP. FH(TYP.)PROP. FH(TYP.)WWSSPROP. 6"SAN. LAT.PROP. 2 1/2"FIRE LINEPROP. 6" HDPEROOF DRAIN(TYP.)PROP. 8" SAN.PROP. 4"FIRE LINEPROP. FDCPROP. 8" HDPEROOF DRAIN(TYP.)SL SL SL SL PROP. 6" SAN. LAT.PROP. 8" SAN. F WL WL FPROP. 6" HDPEROOF DRAIN(TYP.)PROP. 4" FIRELINE PROP. FDCPROP. 8" SAN. LAT.WFPROP. 2 1/2"FIRE LINEPROP. FDCSLPROP. 2 1/2"FIRE LINEPROP.FDCPROP. 6" SAN. LAT.PROP. 2 1/2"FIRE LINEPROP. 6" SAN. LAT.PROP. 6" SAN. LAT.PROP. 2 1/2"FIRE LINEPROP. FDCPROP. 8" SAN.PROP. 8" HDPEROOF DRAIN(TYP.)PROP. 8" HDPEROOF DRAIN(TYP.)PROP. 6" HDPEROOF DRAIN(TYP.)PROP. 6" HDPEROOF DRAIN(TYP.)PROP. 10' DIP W/L APROP. 10' DIP W/L B130" RCP 30" HDPE24" RCP24" RCP24" RCP 18" RCP 15" RC P 15" RCP12"HDPE12" HDPE24" RCP15" RCP 15" RCP 1 2 " HD PE12" HDPE12" HDP E 12" HDPE12" HDPE30" HDPESL12"HDPESTMB2065SAN62SAN67CO69CO68CO66CO63SAN64SANFFPROP. 10" DIP W/L B2PROP. 6'X6' RISERSTRUCTURE48" RCPSAN20W2010+00 11+0010+50 11+50 10+0011+0012+0013+0014+0014+81.1510+5011+5012+5013+5014+5010+0010+5010+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+0020+00 21+00 10+50 11+5012+5013+5014+5015+5016+5017+5018+5019+5020+50 10+0011+0010+5010+0010+5010+00 11+00 11+24.1610+50 STMB11PROP.SWMISOLATOR ROWSTMISO1STMISO2STM25STM20STM20STM20STM25TPTPTPPROP. FDCSTMB17STMB10STMB18STMB15STMB7STMB9STMB8STMB16STMB6STMB14STMB19STMB4STMB3STMB12STMB2STMB13STMB5STMB1EX. BOV REMOVEDAND W/L EXTENDEDEX. BOV REMOVEDAND W/L EXTENDEDPROP. GATEVALVE (TYP.)PROP. 2 1/2"DOMESTICWATER SERVICEPROP. 3" DOMESTICWATER SERVICEPROP.4"WAT. LAT.(TYP.)PROP. 3" DOMESTICWATER SERVICEPROP. 2 1/2"DOMESTICWATER SERVICEPROP. 2 1/2"DOMESTIC WATERSERVICEPROP. 2 1/2"DOMESTIC WATERSERVICEPROP. 2 1/2"DOMESTIC WATERSERVICEPROP.45° BENDPROP.4" X 2 1/2"REDUCERPROP.10" X 4"TEEPROP.4" X 2 1/2"REDUCERPROP.45° BENDPROP. 10" X 6"TEEPROP.45°BENDPROP.10" X 4"TEEPROP.4" X 2 1/2"REDUCERPROP. 45°BENDPROP. 10" X 4"TEEPROP.4" X 2 1/2"REDUCERPROP.10" X 4"TEEPROP.4" X 2 1/2"REDUCERPROP.10" X 4"TEEPROP. 45°BENDPROP.10" X 4"TEEPROP.4" X 2 1/2"REDUCERPROP. 10" X10" TEEPROP.10" X 10"TEEEX. BOV REMOVEDAND W/L EXTENDEDPROP. 10" X 6"TEEPROP. 45°BENDPROP. 45°BENDPROP. 45°BENDPROP. 45°BENDPROP. 45°BENDPROP.10" X 6"TEEPROP. 10" X 4" TEEPROP. 10" X 6"TEEPROP. 10" X 6"TEEPROP.10" X 4" TEE1"=40'UP C-501UTILITY PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000UP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 11:36 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-502 NOTES:1.SEE SHEET C503 FOR ROOF DRAIN INFORMATION. PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 447.00BF = 437.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. TRASHCOMPACTORFF = 455.00PROP.MAINTENANCEBUILDINGPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 452.50BF = 442.50PROP. CLUBHOUSEFF = 452.00PROP.FITNESSBUILDINGFF = 454.0025' MAX. FRONT SETBACK25' MAX. FRONT SETBACK5' MIN. FRONT SETBACK 5' MIN. FRONT SETBACKC2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACK 25' MAX. FRONT SETBACK25' MAX. FRONT SETBACKC4PROP. PUBLIC ROWC3 C5L5L7 L3L2 L12 L11L14C6 PROP. PUBLIC ROW PROP. PUBLIC ROWPROP. CLASSA1 RIP-RAPPROP. CLASSA1 RIP-RAPLIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANEPROP. 10" DIP W/L ASLSSWWWPROP. 8" SAN.SL SL SL W W W W W W W W W WWWWWWWWWWWW W W W W WL WL WL WWWWWWSSSSWPROP. 10" DIP W/L A PROP. 10" DIP W/L A PROP. 10" DIP W/L APROP. 10" DIP W/L AS S S S S S S S S SSPROP. 8" SAN. P RO P . 8 " S A N .PROP. 6"SAN. LAT.PROP. 6"SAN. LAT.PROP. 6" HDPEROOF DRAIN(TYP.)PROP. 6" HDPEROOF DRAIN(TYP.)WPROP. 2 1/2"FIRE LINEWPROP. 2 1/2"FIRE LINEPROP. FDCPROP. 8" SAN.PROP. 6" SAN. LAT.PROP. 6"SAN. LAT.WL WLSLSLSL S S S S S S SPROP. 3"SAN. LAT.PROP. 3" SAN. LAT.PROP. 6"SAN. LAT.FPROP. 2 1/2"FIRE LINEPROP. 6" HDPEROOF DRAIN(TYP.)PROP. 8" SAN.SLSLFWLPROP. 8" SAN. LAT.PROP. 4"FIRE LINEPROP. FDCPROP. 8" HDPEROOF DRAIN(TYP.)FPROP. 6" HDPEROOF DRAIN(TYP.)PROP. 4" FIRELINE PROP. FDCPROP. 8" SAN. LAT.PROP. 2 1/2"FIRE LINEPROP. 6" SAN. LAT.PROP. 8" HDPEROOF DRAIN(TYP.)PROP. 6" DIP W/LPROP. 10' DIP W/L APROP. 10' DIP W/L B1SSSSSSPROP. 8" SAN.PROP. 4"SAN. LAT.24" RCP24" RCP24" RCP18" RCP18" RCP 15" RCP 12" HDPE12" HDPE15" RCP12" HDPE12" HDPE12" HDPESTMB2073SAN74CO75CO71SAN72SAN35SAN32SAN33SAN31SAN37CO38COFFSAN20SAN20W20W2010+0010+501 0 + 0 0 1 1 + 0 0 12+00 13+0014+0015+0015+51.721 0 + 5 0 11+50 12+5013+5014+5015+5010+0011+0012+00 12+32.8110+5011+5010+0011+0011+32.10 10+50 10+0010+5010+0011+0012+0013+0014+0015+0016+0017+00 18+00 19+0020+0020+40.4210+5011+5012+5013+5014+5015+5016+50 17+50 18+50 19+50STMA14PROP. FH(TYP.)SLSLSLSLSLSLWLWL34SANPROP. 4" SAN.STM20STM20STM20STM47STM20TPTPPROP. FDCSTMA11STMA10STMA7STMA6STMA9STMA12STMA5STMA8STMA4STMA3STMA2STMA1EX. BOV REMOVEDAND W/L EXTENDEDPROP. 2 1/2" DOMESTICWATER SERVICEPROP.10" X 4"TEEPROP.10" X 4"TEEPROP. 2 1/2"DOMESTIC WATERSERVICEPROP. 45°BENDPROP. 45°BENDPROP. 45°BENDPROP.10 X 4"TEEPROP. 1 1/2"DOMESTIC WATERSERVICEPROP. 1 1/2"DOMESTICWATER SERVICEPROP. 10" X 4"TEEPROP. 10" X 4"TEEPROP.4" X 34" REDUCERPROP. 34" DOM.WATER SERVICEPROP.45°BENDPROP. 45°BENDPROP.4" X 2 1/2"REDUCERPROP.10" X 4"TEEPROP. 2 1/2"DOMESTICWATER SERVICEPROP.10" X 6"TEEPROP. 3" DOMESTICWATER SERVICEPROP. 3" DOMESTICWATER SERVICEPROP. 2 1/2"DOMESTIC WATERSERVICEEX. BOV REMOVEDAND W/L EXTENDEDEX. BOV REMOVEDAND W/L EXTENDEDPROP.4" X 2 1/2"REDUCERPROP.4" X 2 1/2"REDUCERPROP.45° BENDPROP.6" X 4"REDUCERPROP. 10"X 6" TEEPROP. 45° BENDPROP.4" X 2 1/2"REDUCERPROP. 1 12"CORP. STOPPROP.4" X 1 1/2"REDUCERPROP.10" TEEPROP. 45°BENDPROP. 45°BENDPROP.4" X 2 1/2"REDUCERPROP. 10" X 6"REDUCERPROP.10"X4" TEEPROP.4" X 2 1/2"REDUCERPROP. 10" X 4" TEE1"=40'UP C-502UTILITY PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000UP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 11:36 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-501 NOTES:1.SEE SHEET C503 FOR ROOF DRAIN INFORMATION. PROP.MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'E')FF = 458.50PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 456.50BF = 445.84PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 458.50BF = 447.84PROP. TRASHCOMPACTORPROP. FENCEPROP. CLASSA1 RIP-RAP25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK C 2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACKL16 25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8C7L19L7L20L12 L11L18L17 L14C6PROP. PUBLIC ROW C8L23PROP. PUBLIC ROWPROP. ASPHALTPROP. ASPHALTPROP. ASPHALTLIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESSSSSSSSSSSSSSSSS S S S S SLWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWSL SL SL SL FWWWWW W W W SL SL SL SL F WL WL FWFSLSTMB17STMB10STMB18STMB15STMB7STMB9STMB8STMB16STMB6STMB14STMB19STMB4STMB3STMB12STMB2STMB13STMB5STMB1SLSTMB2065SAN62SAN67CO69CO68CO66CO63SAN64SANFF1234576293031891011121817161514131920212224252627282332333435363738394041424344454647484950515253545556575859606162636768666465697071727374757677787989888786848280818385STMB1190919293949597989996100101102103104105106107108108A108B108C108D108E108F109110113111112114115116128127123117118119120121122126125124129130131132133134135136137138139140141142143144145146147148149150151152153154163155156157158159160161162ROOF DRAINS INREAR TO SPLASHON GRADEROOF DRAINS INREAR TO SPLASHON GRADESTMISO1STMISO2STM25STM20STM20STM20STM25TPTPTP1"=40'RF C-503ROOF DRAIN PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000RF0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:50 AM LAST SAVED BY: MGIBSONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-504 ROOF DRAIN SCHEDULEFromToInvert Elev.LengthSlopeDia.MaterialStructureStructureFromTo(ft)(ft)(ft)( % )(in)1B17451.20451.0017.751.13%8HDPE21451.40451.2010.651.88%8HDPE32451.75451.4018.251.92%8HDPE43452.20451.7533.441.35%8HDPE54452.40452.2018.001.11%8HDPE65452.65452.4012.621.98%6HDPE75452.75452.4017.222.03%8HDPE87453.25452.7546.851.07%8HDPE98453.65453.2523.001.74%8HDPE109453.90453.6518.001.39%8HDPE1110454.20453.9033.440.90%8HDPE1211454.35454.2018.140.83%8HDPE3612454.50454.357.362.04%6HDPE3511454.50454.204.007.50%6HDPE3410454.50453.904.0015.00%6HDPE339454.50453.657.5011.33%6HDPE328453.50453.253.008.33%6HDPE317453.00452.753.008.33%6HDPE306453.00452.653.5010.00%6HDPE296454.50452.6518.0010.28%6HDPE285454.50452.4015.8113.28%6HDPE274454.00452.2012.3114.62%6HDPE263452.50451.756.0612.38%6HDPE252452.50451.409.5611.51%6HDPE241452.50451.209.5613.60%6HDPE23B17451.75451.006.0612.38%6HDPE13B16451.00450.2531.852.35%8HDPE1413452.00451.0046.852.13%8HDPE1514452.75452.0023.483.19%8HDPE1615453.25452.7518.002.78%8HDPE1716453.90453.2533.441.94%8HDPE1817454.25453.9018.141.93%8HDPE3718454.50454.257.363.40%6HDPE3817454.50453.904.0015.00%6HDPE3916453.75453.254.0012.50%6HDPE4015453.75452.757.5013.33%6HDPE4114452.50452.004.0012.50%6HDPE4213451.50451.004.0012.50%6HDPE43B16453.50451.0017.2714.48%6HDPE19B16452.25451.7513.773.63%8HDPE2019453.25452.2533.053.03%8HDPE2120453.75453.2518.392.72%8HDPE2221454.25453.7529.001.72%8HDPE4722454.50454.257.503.33%6HDPE4621454.50453.7510.687.02%6HDPE4520454.00453.257.5010.00%6HDPE4419454.25452.2513.7714.52%6HDPE48B17453.25452.5033.322.25%6HDPE4948454.00453.2517.874.20%6HDPE5149454.50454.0015.813.16%6HDPE5048454.50453.2512.3110.15%6HDPE52B18449.70449.506.533.06%8HDPE5352450.30449.7018.003.33%8HDPE5453450.60450.3010.652.82%8HDPE5554451.00450.6018.002.22%8HDPE5655451.80451.0033.442.39%8HDPE5756452.20451.8018.002.22%8HDPE5857452.50452.2016.411.83%6HDPE5956452.50451.8012.915.42%6HDPE6055452.00451.006.6615.02%6HDPE6154452.00450.609.8314.24%6HDPE6253451.75450.309.8314.75%6HDPE6352450.50449.706.6612.01%6HDPE64B18451.00450.2526.912.79%8HDPE6564451.50451.0018.002.78%8HDPE6665452.50451.5029.203.42%6HDPE6764452.50451.0012.9111.62%6HDPE6865452.50451.5016.416.09%6HDPE69B11450.20450.0016.581.21%8HDPE7069450.70450.2048.151.04%8HDPE7170450.90450.7018.041.11%8HDPE7271451.05450.9011.221.34%8HDPE7372451.30451.0522.941.09%8HDPE7473451.70451.3029.001.38%8HDPE7574451.85451.7012.361.21%8HDPE7675452.00451.8512.361.21%8HDPE7776452.25452.0022.751.10%8HDPE7877452.55452.2527.941.07%8HDPE7978452.60452.553.761.33%8HDPE8079452.75452.6014.521.03%6HDPE8178452.75452.554.005.00%6HDPE8277452.75452.254.0012.50%6HDPE8376452.50452.004.0012.50%6HDPE8475452.75451.8510.178.85%6HDPE8574452.00451.704.007.50%6HDPE8673451.75451.304.0011.25%6HDPE8772451.50451.054.0011.25%6HDPE8870450.80450.702.005.00%6HDPE8969450.30450.202.005.00%6HDPE90B11451.25451.0014.441.73%8HDPE9190451.50451.2513.231.89%8HDPE9291452.00451.5036.651.36%8HDPE9392452.20452.0013.791.45%8HDPE9493452.50452.2023.311.29%8HDPE9594452.75452.5013.171.90%6HDPE9693452.75452.207.007.86%6HDPE9792452.75452.007.0010.71%6HDPE9891452.00451.503.9212.76%6HDPE9990451.75451.253.9212.76%6HDPE100B20449.45449.0516.272.46%8HDPE101100449.70449.4512.821.95%8HDPE102101450.25449.7052.271.05%8HDPE103102450.50450.2520.901.20%8HDPE104103450.75450.5019.601.28%8HDPE105104451.00450.7522.501.11%8HDPE106105451.15451.0011.481.31%8HDPE107106451.25451.156.951.44%8HDPE108107451.75451.2546.581.07%8HDPE108A108452.25451.7540.651.23%8HDPE108B108A452.50452.2518.681.34%8HDPE108C108B452.55452.503.761.33%6HDPE108D108C452.75452.5516.521.21%6HDPE108E108B452.75452.506.004.17%6HDPE108F108A452.75452.256.008.33%6HDPE109108452.75451.7512.178.22%6HDPE110107452.00451.256.0012.50%6HDPE111106452.00451.156.0014.17%6HDPE112105451.75451.006.0012.50%6HDPE113104451.75450.756.6715.00%6HDPE114102450.75450.254.0012.50%6HDPE115101450.25449.704.0013.75%6HDPE116B20449.75449.054.4715.66%6HDPE117B20449.50449.0513.403.36%8HDPE118117450.35449.5035.882.37%8HDPE119118450.75450.3513.472.97%8HDPE120119451.25450.7511.654.29%8HDPE121120452.00451.2525.172.98%8HDPE122121452.25452.006.234.01%6HDPE123122452.75452.2514.383.48%6HDPE124121452.75452.008.219.14%6HDPE125120452.25451.258.2112.18%6HDPE126119451.75450.758.2112.18%6HDPE127118451.50450.358.2114.01%6HDPE128117450.15449.504.4714.54%6HDPE129B19448.35448.0034.801.01%8HDPE130129448.65448.3530.490.98%8HDPE131130449.00448.6549.790.70%8HDPE132131449.20449.0031.800.63%8HDPE133132449.40449.2018.001.11%8HDPE134133449.60449.4033.440.60%8HDPE135134449.70449.6018.000.56%8HDPE136135449.80449.7012.200.82%8HDPE137136449.90449.8012.200.82%8HDPE138137450.00449.9018.000.56%8HDPE139138450.20450.0033.440.60%8HDPE140139450.30450.2018.000.56%8HDPE141140450.50450.3030.350.66%6HDPE142140450.50450.309.502.11%6HDPE143139450.50450.206.005.00%6HDPE144138450.50450.006.008.33%6HDPE145137450.50449.909.506.32%6HDPE146136450.50449.8016.834.16%6HDPE147135450.50449.709.508.42%6HDPE148134450.50449.606.0015.00%6HDPE149133450.25449.406.0014.17%6HDPE150132450.50449.209.5013.68%6HDPE151131449.75449.004.9615.12%6HDPE152130449.25448.654.0015.00%6HDPE153129448.75448.353.5011.43%6HDPE154B19448.60448.0033.881.77%8HDPE155154449.00448.6018.002.22%8HDPE156155449.50449.0024.402.05%8HDPE157156449.75449.5018.001.39%8HDPE158157450.25449.7551.440.97%6HDPE159158450.50450.2517.021.47%6HDPE160157450.50449.757.2710.32%6HDPE161156450.50449.5010.779.29%6HDPE162155450.50449.0010.7713.93%6HDPE163154449.50448.607.2712.38%6HDPE PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 447.00BF = 437.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. TRASHCOMPACTORFF = 455.00PROP.MAINTENANCEBUILDINGPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 452.50BF = 442.50PROP. CLUBHOUSEFF = 452.00PROP.FITNESSBUILDINGFF = 454.0025' MAX. FRONT SETBACK5' MIN. FRONT SETBACK 5' MIN. FRONT SETBACKC225' MAX. FRONT SETBACKC3L5L7 L3L2 PROP. PUBLIC ROW PROP. PUBLIC ROWPROP. ASPHALTPROP.ASPHALTPROP. ASPHALTPROP. CLASSA1 RIP-RAPPROP. CLASSA1 RIP-RAPLIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESLSL SL SL W W W W W W W W W WWWWWWWWWWWW W W W W WL WL WL WWWWWWSSSSWS S S S S S S S S SSWWPROP. FDCWL WLSLSLSL S S S S S S SF SLSLFWLPROP. 4"FIRE LINEPROP. FDCSSSSSSSTMA11STMA10STMA7STMA6STMA9STMA12STMA5STMA8STMA4STMA3STMA2STMA173SAN74CO75CO71SAN72SAN35SAN32SAN33SAN31SAN37CO38COFF164165166167168169170171172173174175176177196197195194193192191190206207189188187186185184182181180179178198199200201202205204183203208209210211212213214215216217218219220221222224223225226227228229230231232233234235236237238239240241244245246247242243253252254251248255250249256257258259260261262263264265266274273271270272269268267275276277278279281282280319320318317316315314313312311310283284285293294295328327326325324323322321286287288289290291292300299298297296301302303304305306307308309329330331332333334335336STMA14PROP. FH(TYP.)SLSLSLSLSLSLWLWL 34SANSTM20STM20STM20STM47STM20TPTP1"=40'RF C-504ROOF DRAIN PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000RF0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:50 AM LAST SAVED BY: MGIBSONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-503 ROOF DRAIN SCHEDULEFromToInvert Elev.LengthSlopeDia.MaterialStructureStructureFromTo(ft)(ft)(ft)( % )(in)164A10447.90447.7512.001.25%8HDPE165164448.15447.9030.130.83%8HDPE166165448.60448.1546.850.96%8HDPE167166448.85448.6025.620.98%8HDPE168167449.00448.8512.441.21%8HDPE169168449.20449.0018.001.11%8HDPE170169449.50449.2033.440.90%8HDPE171170449.70449.5018.001.11%8HDPE172171449.85449.7012.201.23%8HDPE173172450.00449.8512.201.23%8HDPE174173450.20450.0018.001.11%8HDPE175174450.50450.2033.440.90%8HDPE176175450.65450.4518.001.11%8HDPE177176450.95450.6529.081.03%6HDPE178177451.00450.954.001.25%6HDPE179176451.00450.6511.503.04%6HDPE180175451.00450.458.006.88%6HDPE181174451.00450.208.0010.00%6HDPE182173451.00450.0011.508.70%6HDPE183172451.00449.8518.836.11%6HDPE184171451.00449.7011.5011.30%6HDPE185170450.50449.508.0012.50%6HDPE186169450.25449.208.0013.13%6HDPE187168450.50449.0011.5013.04%6HDPE188166449.00448.603.0013.33%6HDPE189165448.50448.153.0011.67%6HDPE207164448.50447.905.0012.00%6HDPE190A10448.00447.7515.621.60%8HDPE191190448.50448.0033.691.48%8HDPE192191448.75448.5018.001.39%8HDPE193192449.00448.7511.952.09%8HDPE194193449.25449.0012.202.05%8HDPE195194449.60449.2518.001.94%8HDPE196195450.25449.6033.391.95%8HDPE197196450.55450.2518.001.67%8HDPE198197451.00450.5535.571.27%6HDPE199197451.00450.5516.772.68%6HDPE200196451.00450.2513.275.65%6HDPE201195450.50449.607.0012.86%6HDPE202194450.50449.2510.5211.88%6HDPE203193451.00449.0017.8511.20%6HDPE204192450.25448.7510.5214.26%6HDPE205191449.50448.507.0014.29%6HDPE206190450.00448.0013.2715.07%6HDPE208A11449.75449.0036.552.05%6HDPE209208450.00449.7513.401.87%6HDPE210209450.50450.0015.273.27%6HDPE211210451.00450.5026.251.90%6HDPE212211451.95451.0038.152.49%6HDPE213212452.00451.953.001.67%6HDPE214211451.25451.003.008.33%6HDPE215209450.75450.006.0012.50%6HDPE216208450.50449.756.0012.50%6HDPE217A11450.00449.759.752.56%6HDPE218A11450.30450.0012.802.34%6HDPE219218450.60450.3011.652.58%6HDPE220219451.50450.6028.043.21%6HDPE221220451.65451.505.172.90%6HDPE222221451.80451.655.742.61%6HDPE223222452.00451.8011.601.72%6HDPE224222452.00451.808.202.44%6HDPE225221452.00451.658.624.06%6HDPE226219452.00450.609.7514.36%6HDPE227218451.50450.309.7512.31%6HDPE228A12447.20446.9520.001.25%8HDPE229228447.75447.2049.251.12%8HDPE230229447.95447.7515.681.28%8HDPE231230448.35447.9535.511.13%8HDPE232231448.70448.3531.511.11%8HDPE233232448.85448.7012.361.21%8HDPE234233449.00448.8512.361.21%8HDPE235234449.25449.0025.340.99%8HDPE236235449.50449.2525.340.99%8HDPE237236449.65449.5015.580.96%8HDPE238237450.20449.6546.261.19%8HDPE239238450.40450.2015.581.28%8HDPE240239450.70450.4018.681.61%8HDPE241240451.10450.7032.001.25%8HDPE242241451.20451.108.171.22%8HDPE243242451.25451.204.001.25%8HDPE244242451.75451.2543.771.14%8HDPE245244451.90451.7510.231.47%8HDPE246245452.05451.9011.481.31%8HDPE247246452.40452.0525.671.36%6HDPE248247452.50452.404.002.50%6HDPE249246452.50452.054.0011.25%6HDPE250245452.50451.904.0015.00%6HDPE251244452.25451.754.0012.50%6HDPE252243451.75451.253.4714.41%6HDPE253243452.00451.256.1712.16%6HDPE254241451.65451.104.0013.75%6HDPE255240451.25450.704.0013.75%6HDPE256239451.00450.404.0015.00%6HDPE257238450.90450.204.9514.14%6HDPE258237450.25449.654.9512.12%6HDPE259236450.00449.504.0012.50%6HDPE260235449.75449.254.0012.50%6HDPE261234449.50449.004.0012.50%6HDPE262233450.25448.8510.1713.77%6HDPE263232449.25448.704.0013.75%6HDPE264231448.90448.354.0013.75%6HDPE265229448.30447.754.0013.75%6HDPE266228447.75447.204.0013.75%6HDPE267A12450.40450.0016.502.42%6HDPE268267450.65450.4013.231.89%6HDPE269268451.30450.6537.631.73%6HDPE270269451.80451.3029.081.72%6HDPE271270452.00451.8016.491.21%6HDPE272269452.00451.309.157.65%6HDPE273268451.25450.655.4011.11%6HDPE274267451.25450.405.4015.74%6HDPE275A9446.25445.5024.523.06%6HDPE276275446.50446.2510.652.35%6HDPE277276446.90446.5018.002.22%6HDPE278277447.50446.9033.441.79%6HDPE279278447.90447.5018.002.22%6HDPE280279448.50447.9031.111.93%6HDPE281279448.50447.9018.483.25%6HDPE282278448.50447.5014.986.68%6HDPE283277448.00446.908.7312.60%6HDPE284276448.00446.5011.8912.62%6HDPE285275448.00446.2511.8914.72%6HDPE286A14441.75441.5010.262.44%8HDPE287286442.00441.7510.652.35%8HDPE288287442.25442.0018.251.37%8HDPE289288442.75442.2533.181.51%8HDPE290289442.90442.7518.000.83%8HDPE291290447.25442.9033.6412.93%8HDPE292291447.75447.2511.224.46%8HDPE293292448.50447.7518.004.17%6HDPE294292447.75447.253.5014.29%6HDPE295291448.50447.2514.008.93%6HDPE296290443.00442.9018.480.54%6HDPE297289443.00442.7514.981.67%6HDPE298288443.00442.258.738.59%6HDPE299287443.00442.0012.238.18%6HDPE300286443.00441.7512.2310.22%6HDPE301POND433.25433.0011.032.27%8HDPE302301433.45433.2517.151.17%8HDPE303302433.60433.4516.740.90%8HDPE304303433.85433.6033.430.75%8HDPE305304433.95433.8518.110.55%8HDPE306305434.05433.9510.440.96%8HDPE307306434.15434.0518.210.55%8HDPE308307434.35434.1533.440.60%8HDPE309308434.45434.3517.870.56%8HDPE310309437.40434.4530.009.83%8HDPE311310437.55437.4011.331.32%8HDPE312311437.90437.5530.441.15%8HDPE313312438.15437.9021.001.19%8HDPE314313438.35438.1518.131.10%8HDPE315314438.50438.3510.381.45%8HDPE316315438.70438.5018.131.10%8HDPE317316439.10438.7033.441.20%8HDPE318317439.30439.1018.001.11%8HDPE319318439.50439.3022.030.91%6HDPE320318439.50439.308.392.38%6HDPE321317439.50439.104.898.18%6HDPE322316439.25438.704.8911.25%6HDPE323315439.50438.508.2512.12%6HDPE324314439.50438.358.2513.94%6HDPE325313438.75438.154.8912.27%6HDPE326312438.50437.904.8912.27%6HDPE327311438.75437.558.4014.29%6HDPE328310439.50437.4018.8911.12%6HDPE329309434.50434.458.390.60%6HDPE330308434.50434.354.893.07%6HDPE331307434.50434.158.254.24%6HDPE332306434.50434.058.255.45%6HDPE333305434.50433.954.8911.25%6HDPE334304434.50433.854.8913.29%6HDPE335303434.25433.604.8913.29%6HDPE336301434.50433.2513.689.14%6HDPE PROP.MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'E')FF = 458.50PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 456.50BF = 445.84PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 458.50BF = 447.84PROP. WALL CPROP.WALL CPROP. WALL BPROP.WALL APROP. TRASHCOMPACTORPROP. FENCE555353681010111111108745288810101044998910101011428PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.0056PROP. WALL EPROP. WALL D56555PROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)PROP. CLASSA1 RIP-RAPPROP. WALL BPROP. WALL APROP. WALL DPROP.WALL E25' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK C2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACKL16 25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8C7L19L7L20L12 L11L18L17 L14C6PROP. PUBLIC ROW C8L23PROP. PUBLIC ROWPROP. ASPHALTPROP. ASPHALTPROP. ASPHALTLIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESSSSSSSSSSSSSSSSS S S S S SLWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWSL SL SL SL FWWWWW W W W WWSSSL SL SL SL F WL WLFWFSLSLFFSAN20W20STM25STM20STM20STM20STM25TPTPTP454452458458 4 5 4 448442 446 446 444 442 440 4 4 8 44 8 452452454454 438 440 445442 443445 460 460454454 458 454 446450448 454 45645645645645645 6 4 5 6 454456456444444 444 458 458 454452456452456450446444442444 426 428 430432 436 434440442444 448446 442 444 442 444 456456 454 452 450 450 446 45 6 454 452 450 4 5 2470468466464462460 4564582 QA2 QA3 PS3 PLO3 JV1 AL2 PS1 PS5 VR5 VR5 VR5 AL15 TMD15 IGC11 TMD9 TMD9 IGC9 IGC9 TMD^3 PXAB^3 PXAB^1 PXAB^1 QPH^1 QPH^1 QPH^1 QPH^1 QPH^1 PXAB^1 ZSGV^1 ZSGV^1 PXAB^1 PXAB^1 PXAB^1 PXAB^1 QPH^1 QPH9 MYC10 VD5 VD10 VD9 MYC5 VD^1 QPH^1 ZSGV^1 ZSGV^1 ZSGV^2 ZSGV^1 ZSGV^1 ZSGV^1 ZSGV^1 ZSGV9 IGC9 TMD9 TMD9 IGC9 TMD9 IGC9 IGC9 TMD11 TMD15 IGC15 TMD15 TMD18 IGC3 PLO3 AL1 QA3 PS2 PS1 AL1 AL3 IO1 CCFP3 IO3 IO3 IO3 IO3 AL2 PS3 LT3 JV3 FSY3 FSY2 PS1 LT2 JV1 LT2 AL2 FSY3 AL2 JV3 PS2 CCFP5 VR3 AL5 VR3 PS2 NS1 BNO2 BNO3 JV3 PS1 NS3 JV1 PS2 BNO3 JV2 JV1 PS3 LT2 CCFP1 QA1 LT1 CCFP2 JV3 AL1 PS1 JV3 AL2 PS1 LT1 FSY2 PS3 JV1 JV3 CCFP3 PS3 AL1 QA1 LT2 AL3 JV1 QA1 CCFP1 CCFP2 JV1 CCFP9 MYC1 PLO1 PS2 PS2 QA3 IO1 PLO2 PS2 JV2 PS2 AL1"=40'LP C-701LANDSCAPEPLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000LP0.DWG PRINTED BY: SDAMATO 6.14.18 @ 9:20 AM LAST SAVED BY: SDAMATOV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-702NOTES:1.ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THEISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT.2.ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BYTHE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHENNECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPEPLAN.MINIMUM TREE CANOPY:±1.08 AC (10% FOR RESIDENTIAL USE)REQUIRED BY ZONING PROVIDED TREE CANOPY:±1.25 ACSITE AREA2.4.2BUFFERSPER ALBEMARLECOUNTY CODE100 FEET WIDE BUFFER ALONG ROUTE 29 TOSCREEN DEVELOPMENT FROM ENTRANCECORRIDOR.(PER APPROVED ZMA201500007 CODE OFDEVELOPMENT)COMPLIES1.30' PORTION OF THE BUFFER MAY BE DISTURBEDFOR GRADING WITHIN THE DEVELOPMENT, ANDSHALL BE REPLANTED WITH A MIXTURE OFDECIDUOUS AND EVERGREEN SHRUBS ANDTREES TO BE APPROVED BY THE DIRECTOR OFPLANNING.COMPLIANCENOTESREQUIREMENTSSECTIONALBEMARLE COUNTY BLOCK 4B COMPLIANCE CHART32.7.9.6LANDSCAPINGWITHIN APARKING AREAPER ALBEMARLECOUNTY CODEAN AREA OF AT LEAST (5) PERCENT OF THE PAVEDPARKING AND VEHICULAR CIRCULATION AREASHALL BE LANDSCAPED WITH TREES OR SHRUBS.PLANT MATERIALS MAY BE A MIXTURE OF SHADETEES AND SHRUBS AND SHALL INCLUDE ONE (1)LARGE SHADE TREE PER TEN (10) PARKINGSPACES.COMPLIESREQUIRED PLANTINGS PER 10 PARKING SPACESNUMBER OF PARKING SPACES: 279CANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:"^" INDICATES PLANT MATERIAL UTILIZED TO FULFILLREQUIREMENT28 (1 / 10 PARKING SPACES)NANANAPROVIDED PLANTINGS PER 10 PARKING SPACESCANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:31NANANAINTERIOR PARKING LOT LANDSCAPINGPARKING LOT AREA: 106,386 SFINTERIOR LANDSCAPING (5%): 5,320 SF REQUIRED 8,197 SF PROVIDED32.7.9.8TREECANOPYSITES DEVELOPED FOR RESIDENTIAL USES AT AGROSS DENSITY OF TWENTY (20) DWELLING UNITSPER ACRE OR MORE, THE MINIMUM TREE CANOPYIS TEN (10) PERCENT.COMPLIESTREE CANOPY CALCULATIONGROSS SITE AREA: 330,540 SFTREE CANOPY COVER REQUIRED (10%): 33,054 SF REQUIRED (11.8%) 59,078 SF PROVIDED LANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEREMARKSTREE CANOPYCOVERAGETOTAL TREECANOPYCOVERAGESHADE TREESFSY11FAGUS SYLVATICAEUROPEAN BEECH1-1 1/2" CAL. / 8-10'B+B1771947LT10LIRIODENDRON TULIPIFERATULIP POPLAR1-1 1/2" CAL. / 8-10'B+B3873870NS3NYSSA SYLVATICASOURGUM OR TUPELO1-1 1/2" CAL. / 8-10'B+B123369PLO5PLATANUS OCCIDENTALISAMERICAN SYCAMORE1-1 1/2" CAL. / 8-10'B+B12536265PXAB12PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE1-1 1/2" CAL. / 8-10'B+B3604320QA6QUERCUS ALBAWHITE OAK1-1 1/2" CAL. / 8-10'B+B2431458QPH8QUERCUS PHELLOSWILLOW OAK1-1 1/2" CAL. / 8-10'B+B3702960ZSGV11ZELKOVA SERRATA 'GREEN VASE'GREEN VASE ZELKOVA1-1 1/2" CAL. / 8-10'B+B4524972SUBTOTAL:6626161ORNAMENTAL TREESAL27AMELANCHIER LAEVISALLEGHANY SERVICEBERRY1-1 1/2" CAL. / 8-10'B+B1303510BNO5BETULA NIGRAMULTI STEM RIVER BIRCH1-1 1/2" CAL. / 8-10'B+B3971985CCFP15CERCIS CANADENSIS 'FOREST PANSY'FOREST PANSY REDBUD1-1 1/2" CAL. / 8-10'B+B1241860SUBTOTAL:477355EVERGREEN TREESIO15ILEX OPACAAMERICAN HOLLY6-7'B+B56840JV37JUNIPERUS VIRGINIANAEASTERN RED CEDAR6-7'B+B16592PS35PINUS STROBUSEASTERN WHITE PINE6-7'B+B1184130SUBTOTAL:875562DECIDUOUS SHRUBSVD30VIBURNUM DENTATUMARROWWOOD VIBURNUM3-4'B+B31SUBTOTAL:30EVERGREEN SHRUBSIGC69ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY24-30"#5 CAN23MYC27MYRICA CERIFERAWAX MYRTLE4'-5'B+B44TMD77TAXUS X MEDIA 'DENSIFORMIS'DENSIFORMIS YEW24-30"B+B3VR10VIBURNUM X RHYTIDOPHYLLUMLEATHERLEAF VIBURNUM3-4'B+B64SUBTOTAL:183 PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. WALL BPROP.WALL A5336810449102PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 447.00BF = 437.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.0051011571091210941010104101010810108102435635PROP. WALL EPROP. WALL DPROP. WALL F31265653555PROP. TRASHCOMPACTORFF = 455.00PROP. WALL BPROP. WALL APROP. WALL DPROP.WALL EPROP.MAINTENANCEBUILDINGPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 452.50BF = 442.50PROP. CLUBHOUSEFF = 452.00PROP.FITNESSBUILDINGFF = 454.0025' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK 5' MIN. FRONT SETBACKC 2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACK 25' MAX. FRONT SETBACK25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8L7L3L2 L12 L11L14C6 PROP. PUBLIC ROW PROP. PUBLIC ROWPROP. PUBLIC ROWPROP. ASPHALTPROP.ASPHALTPROP. ASPHALTPROP. ASPHALTPROP. CLASSA1 RIP-RAPPROP. CLASSA1 RIP-RAPLIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESTELLA LANEROUTE 29 100' BUFFER70' UNDISTURBED BUFFER30' PLANTED /REFORESTEDBUFFERROUTE 29 100' BUFFER30' PLANTED /REFORESTED BUFFERSLSSSSSS S S S S SLWWWWWWWWWWFWWWWSL SL SL W W W W W W W W W WWWWWWWWWWWW W W W W WL WL WL WWWWWWSSSSWS S S S S S S S S SSWWWLWLSLSLSLSSSSSSSFSLSLFWLSLSLSLSLFWLWLFWSSSSSSSLFFSAN20SAN20W20W20SLSLSLSLSLSLWLWLSTM20STM20STM20STM47STM20TPTP44244444644444244 0 4 3 8 446 440 430 42843844044244444644844844644 6 4444544564584604624 5 4452 452454454 452442 440 440 438 450448 454 452452452456456 454454 454454 454454433454456448452450446454 454 452452454456452450452 458448450444 446448 454444446448454 432434436434434 436 438 456 432 434 436 436 436 436^1 PXAB^4 PXAB^1 QPH^6 PXAB^1 ZSGV^1 ZSGV^2 ZSGV^2 PXAB^1 ZSGV^2 QPH^1 PXAB2 QA2 QA1 QA3 QA2 PLO1 PLO3 PS3 PS3 IO2 PS3 PS3 PLO3 JV3 CCFP1 AL2 PS1 PS^2 QPH^1 PXAB^1 PXAB^1 PXAB^1 PXABSEE WPO PLAN SUBMITTEDUNDER SEPARATE COVER FORBIO RETENTION PLANTINGSCHEDULE^1 ZSGV^1 ZSGV^1 ZSGV^1 ZSGV^1 ZSGV^2 ZSGV^1 ZSGV9 MYC5 VR5 VR5 VR5 AL1 FSY2 JV3 PS1 LT1 PS1 PS3 JV3 CCFP1 LT1 FSY3 PS1 FSY1 LT2 PS3 PS1 FSY3 LT2 PS1 JV3 AL3 JV3 CCFP3 FSY2 AL5 PS3 JV2 PS3 AL3 LT1 JV18 IGC15 TMD15 TMD15 IGC11 TMD9 TMD9 IGC9 IGC9 TMD^1 PXAB9 MYC5 VD^1 QPH^1 ZSGV^1 ZSGV^1 ZSGV^1 ZSGV9 TMD9 IGC9 IGC9 TMD11 TMD15 IGC15 TMD15 TMD3 PS2 PS1 AL1 AL3 IO2 AL2 FSY3 AL2 JV3 PS5 VR3 AL5 VR3 JV3 AL1 JV3 AL2 PS1 LT1 FSY2 PS3 JV1 JV3 CCFP3 PS3 AL1 QA1 LT2 AL3 JV1 QA2 PS2 CCFP1 LT3 PS1 CCFP3 AL2 PS2 PS2 PS1 AL3 CCFP2 JV2 PS1 PLO1 FSY2 CCFP7 VD2 AL9 MYC1 CCFP3 IO2 QA5 JV7 VD2 JV7 VD3 PS9 MYC3 IO1 QA7 VD3 JV2 AL1 PLO2 AL1"=40'LP C-702LANDSCAPEPLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000LP0.DWG PRINTED BY: SDAMATO 6.14.18 @ 9:20 AM LAST SAVED BY: SDAMATOV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-701NOTES:1.ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASONFOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCYWITHIN THE DEVELOPMENT.2.ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHYCONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS'ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENTMATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN.MINIMUM TREE CANOPY:±1.08 AC (10% FORRESIDENTIAL USE)REQUIRED BY ZONING PROVIDED TREE CANOPY:±1.25 ACSITE AREA2.4.2BUFFERSPER ALBEMARLECOUNTY CODE100 FEET WIDE BUFFER ALONG ROUTE 29 TOSCREEN DEVELOPMENT FROM ENTRANCECORRIDOR.(PER APPROVED ZMA201500007 CODE OFDEVELOPMENT)COMPLIES1.30' PORTION OF THE BUFFER MAY BE DISTURBEDFOR GRADING WITHIN THE DEVELOPMENT, ANDSHALL BE REPLANTED WITH A MIXTURE OFDECIDUOUS AND EVERGREEN SHRUBS ANDTREES TO BE APPROVED BY THE DIRECTOR OFPLANNING.COMPLIANCENOTESREQUIREMENTSSECTIONALBEMARLE COUNTY BLOCK 4A BUFFER COMPLIANCE CHART32.7.9.6LANDSCAPINGWITHIN APARKING AREAPER ALBEMARLECOUNTY CODEAN AREA OF AT LEAST (5) PERCENT OF THE PAVEDPARKING AND VEHICULAR CIRCULATION AREASHALL BE LANDSCAPED WITH TREES OR SHRUBS.PLANT MATERIALS MAY BE A MIXTURE OF SHADETEES AND SHRUBS AND SHALL INCLUDE ONE (1)LARGE SHADE TREE PER TEN (10) PARKINGSPACES.COMPLIESREQUIRED PLANTINGS PER 10 PARKING SPACESNUMBER OF PARKING SPACES: 251CANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:"%" INDICATES PLANT MATERIAL UTILIZED TO FULFILLREQUIREMENT26 (1 / 10 PARKING SPACES)NANANAPROVIDED PLANTINGS PER 10 PARKING SPACESCANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:37NANANAINTERIOR PARKING LOT LANDSCAPINGPARKING LOT AREA: 104,343INTERIOR LANDSCAPING (5%): 5,217 REQUIRED 8,879 PROVIDED32.7.9.8TREECANOPYSITES DEVELOPED FOR RESIDENTIAL USES AT AGROSS DENSITY OF TWENTY (20) DWELLING UNITSPER ACRE OR MORE, THE MINIMUM TREE CANOPYIS TEN (10) PERCENT.COMPLIESTREE CANOPY CALCULATIONGROSS SITE AREA: 358,446TREE CANOPY COVER REQUIRED (10%): 35,844 SF REQUIRED (11.4%) 40,981 SF PROVIDED LANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEREMARKSTREE CANOPYCOVERAGETOTAL TREECANOPYCOVERAGESHADE TREESFSY7FAGUS SYLVATICAEUROPEAN BEECH1-1 1/2" CAL. / 8-10'B+B1771239LT8LIRIODENDRON TULIPIFERATULIP POPLAR1-1 1/2" CAL. / 8-10'B+B3873096PLO7PLATANUS OCCIDENTALISAMERICAN SYCAMORE1-1 1/2" CAL. / 8-10'B+B12538771PXAB18PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE1-1 1/2" CAL. / 8-10'B+B3686624QA9QUERCUS ALBAWHITE OAK1-1 1/2" CAL. / 8-10'B+B2432187QPH6QUERCUS PHELLOSWILLOW OAK1-1 1/2" CAL. / 8-10'B+B3702220ZSGV13ZELKOVA SERRATA 'GREEN VASE'GREEN VASE ZELKOVA1-1 1/2" CAL. / 8-10'B+B3504550SUBTOTAL:6728687ORNAMENTAL TREESAL32AMELANCHIER LAEVISALLEGHANY SERVICEBERRY1-1 1/2" CAL. / 8-10'B+B1304160CCFP19CERCIS CANADENSIS 'FOREST PANSY'FOREST PANSY REDBUD1-1 1/2" CAL. / 8-10'B+B1242356SUBTOTAL:516516EVERGREEN TREESIO11ILEX OPACAAMERICAN HOLLY6-7'B+B56616JV35JUNIPERUS VIRGINIANAEASTERN RED CEDAR6-7'B+B16560PS39PINUS STROBUSEASTERN WHITE PINE6-7'B+B1184602SUBTOTAL:855778DECIDUOUS SHRUBSVD28VIBURNUM DENTATUMARROWWOOD VIBURNUM3-4'B+B31SUBTOTAL:28EVERGREEN SHRUBSIGC51ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY24-30"#5 CAN23MYC32MYRICA CERIFERAWAX MYRTLE4'-5'B+B44TMD59TAXUS X MEDIA 'DENSIFORMIS'DENSIFORMIS YEW24-30"B+B3VR15VIBURNUM X RHYTIDOPHYLLUMLEATHERLEAF VIBURNUM3-4'B+B64SUBTOTAL:157 C2C3C5L5L7 L3L2 L12 L11L14C6 C 2L16 C4C3C5L5 L8C7L19L7L20L12 L11L18L17 L14C6C8L231"=40'LP C-703LANDSCAPECOMPLIANCECHARTSCONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000LP0.DWG PRINTED BY: SDAMATO 6.14.18 @ 9:20 AM LAST SAVED BY: SDAMATOV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSLEGENDPARKINGLOT AREALANDSCAPEDAREALARGE SHADETREELEGENDPARKINGLOT AREALANDSCAPEDAREALARGE SHADETREENOTES:1.ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OFTHE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT.2.ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENTOWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENTMATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN.MINIMUM TREE CANOPY:±1.08 AC (10% FOR RESIDENTIAL USE)REQUIRED BY ZONING PROVIDED TREE CANOPY:±1.25 ACSITE AREA2.4.2BUFFERSPER ALBEMARLECOUNTY CODE100 FEET WIDE BUFFER ALONG ROUTE 29 TOSCREEN DEVELOPMENT FROM ENTRANCECORRIDOR.(PER APPROVED ZMA201500007 CODE OFDEVELOPMENT)COMPLIES1.30' PORTION OF THE BUFFER MAY BE DISTURBEDFOR GRADING WITHIN THE DEVELOPMENT, ANDSHALL BE REPLANTED WITH A MIXTURE OFDECIDUOUS AND EVERGREEN SHRUBS ANDTREES TO BE APPROVED BY THE DIRECTOR OFPLANNING.COMPLIANCENOTESREQUIREMENTSSECTIONALBEMARLE COUNTY BLOCK 4B COMPLIANCE CHART32.7.9.6LANDSCAPINGWITHIN APARKING AREAPER ALBEMARLECOUNTY CODEAN AREA OF AT LEAST (5) PERCENT OF THE PAVEDPARKING AND VEHICULAR CIRCULATION AREASHALL BE LANDSCAPED WITH TREES OR SHRUBS.PLANT MATERIALS MAY BE A MIXTURE OF SHADETEES AND SHRUBS AND SHALL INCLUDE ONE (1)LARGE SHADE TREE PER TEN (10) PARKINGSPACES.COMPLIESREQUIRED PLANTINGS PER 10 PARKING SPACESNUMBER OF PARKING SPACES: 279CANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:"^" INDICATES PLANT MATERIAL UTILIZED TO FULFILLREQUIREMENT28 (1 / 10 PARKING SPACES)NANANAPROVIDED PLANTINGS PER 10 PARKING SPACESCANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:31NANANAINTERIOR PARKING LOT LANDSCAPINGPARKING LOT AREA: 106,386 SFINTERIOR LANDSCAPING (5%): 5,320 SF REQUIRED 8,197 SF PROVIDED32.7.9.8TREECANOPYSITES DEVELOPED FOR RESIDENTIAL USES AT AGROSS DENSITY OF TWENTY (20) DWELLING UNITSPER ACRE OR MORE, THE MINIMUM TREE CANOPYIS TEN (10) PERCENT.COMPLIES2.4.2BUFFERSPER ALBEMARLECOUNTY CODE100 FEET WIDE BUFFER ALONG ROUTE 29 TOSCREEN DEVELOPMENT FROM ENTRANCECORRIDOR.(PER APPROVED ZMA201500007 CODE OFDEVELOPMENT)COMPLIES1.30' PORTION OF THE BUFFER MAY BE DISTURBEDFOR GRADING WITHIN THE DEVELOPMENT, ANDSHALL BE REPLANTED WITH A MIXTURE OFDECIDUOUS AND EVERGREEN SHRUBS ANDTREES TO BE APPROVED BY THE DIRECTOR OFPLANNING.COMPLIANCENOTESREQUIREMENTSSECTIONALBEMARLE COUNTY BLOCK 4A BUFFER COMPLIANCE CHART32.7.9.6LANDSCAPINGWITHIN APARKING AREAPER ALBEMARLECOUNTY CODEAN AREA OF AT LEAST (5) PERCENT OF THE PAVEDPARKING AND VEHICULAR CIRCULATION AREASHALL BE LANDSCAPED WITH TREES OR SHRUBS.PLANT MATERIALS MAY BE A MIXTURE OF SHADETEES AND SHRUBS AND SHALL INCLUDE ONE (1)LARGE SHADE TREE PER TEN (10) PARKINGSPACES.COMPLIESREQUIRED PLANTINGS PER 10 PARKING SPACESNUMBER OF PARKING SPACES: 251CANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:"%" INDICATES PLANT MATERIAL UTILIZED TO FULFILLREQUIREMENT26 (1 / 10 PARKING SPACES)NANANAPROVIDED PLANTINGS PER 10 PARKING SPACESCANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:37NANANACOMPLIANCECALCULATIONS/PROPOSEDREQUIREMENTSSECTIONALBEMARLE COUNTY BUFFER PARKING AREA COMPLIANCE CHARTINTERIOR PARKING LOT LANDSCAPINGPARKING LOT AREA: 104,343 SFINTERIOR LANDSCAPING (5%): 5,217 SF REQUIRED 8,879 SF PROVIDED32.7.9.8TREECANOPYSITES DEVELOPED FOR RESIDENTIAL USES AT AGROSS DENSITY OF TWENTY (20) DWELLING UNITSPER ACRE OR MORE, THE MINIMUM TREE CANOPYIS TEN (10) PERCENT.COMPLIESTREE CANOPY CALCULATIONGROSS SITE AREA: 330,540 SFTREE CANOPY COVER REQUIRED (10%): 33,054 SF REQUIRED (11.8%) 59,078 SF PROVIDED TREE CANOPY CALCULATIONGROSS SITE AREA: 358,446TREE CANOPY COVER REQUIRED (10%): 35,844 SF REQUIRED (11.4%) 40,981 SF PROVIDED LANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEREMARKSTREE CANOPYCOVERAGETOTAL TREECANOPYCOVERAGESHADE TREESFSY11FAGUS SYLVATICAEUROPEAN BEECH1-1 1/2" CAL. / 8-10'B+B1771947LT10LIRIODENDRON TULIPIFERATULIP POPLAR1-1 1/2" CAL. / 8-10'B+B3873870NS3NYSSA SYLVATICASOURGUM OR TUPELO1-1 1/2" CAL. / 8-10'B+B123369PLO5PLATANUS OCCIDENTALISAMERICAN SYCAMORE1-1 1/2" CAL. / 8-10'B+B12536265PXAB12PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE1-1 1/2" CAL. / 8-10'B+B3604320QA6QUERCUS ALBAWHITE OAK1-1 1/2" CAL. / 8-10'B+B2431458QPH8QUERCUS PHELLOSWILLOW OAK1-1 1/2" CAL. / 8-10'B+B3702960ZSGV11ZELKOVA SERRATA 'GREEN VASE'GREEN VASE ZELKOVA1-1 1/2" CAL. / 8-10'B+B4524972SUBTOTAL:6626161ORNAMENTAL TREESAL27AMELANCHIER LAEVISALLEGHANY SERVICEBERRY1-1 1/2" CAL. / 8-10'B+B1303510BNO5BETULA NIGRAMULTI STEM RIVER BIRCH1-1 1/2" CAL. / 8-10'B+B3971985CCFP15CERCIS CANADENSIS 'FOREST PANSY'FOREST PANSY REDBUD1-1 1/2" CAL. / 8-10'B+B1241860SUBTOTAL:477355EVERGREEN TREESIO15ILEX OPACAAMERICAN HOLLY6-7'B+B56840JV37JUNIPERUS VIRGINIANAEASTERN RED CEDAR6-7'B+B16592PS35PINUS STROBUSEASTERN WHITE PINE6-7'B+B1184130SUBTOTAL:875562DECIDUOUS SHRUBSVD30VIBURNUM DENTATUMARROWWOOD VIBURNUM3-4'B+B31SUBTOTAL:30EVERGREEN SHRUBSIGC69ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY24-30"#5 CAN23MYC27MYRICA CERIFERAWAX MYRTLE4'-5'B+B44TMD77TAXUS X MEDIA 'DENSIFORMIS'DENSIFORMIS YEW24-30"B+B3VR10VIBURNUM X RHYTIDOPHYLLUMLEATHERLEAF VIBURNUM3-4'B+B64SUBTOTAL:183LANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEREMARKSTREE CANOPYCOVERAGETOTAL TREECANOPYCOVERAGESHADE TREESFSY7FAGUS SYLVATICAEUROPEAN BEECH1-1 1/2" CAL. / 8-10'B+B1771239LT8LIRIODENDRON TULIPIFERATULIP POPLAR1-1 1/2" CAL. / 8-10'B+B3873096PLO7PLATANUS OCCIDENTALISAMERICAN SYCAMORE1-1 1/2" CAL. / 8-10'B+B12538771PXAB18PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE1-1 1/2" CAL. / 8-10'B+B3686624QA9QUERCUS ALBAWHITE OAK1-1 1/2" CAL. / 8-10'B+B2432187QPH6QUERCUS PHELLOSWILLOW OAK1-1 1/2" CAL. / 8-10'B+B3702220ZSGV13ZELKOVA SERRATA 'GREEN VASE'GREEN VASE ZELKOVA1-1 1/2" CAL. / 8-10'B+B3504550SUBTOTAL:6728687ORNAMENTAL TREESAL32AMELANCHIER LAEVISALLEGHANY SERVICEBERRY1-1 1/2" CAL. / 8-10'B+B1304160CCFP19CERCIS CANADENSIS 'FOREST PANSY'FOREST PANSY REDBUD1-1 1/2" CAL. / 8-10'B+B1242356SUBTOTAL:516516EVERGREEN TREESIO11ILEX OPACAAMERICAN HOLLY6-7'B+B56616JV35JUNIPERUS VIRGINIANAEASTERN RED CEDAR6-7'B+B16560PS39PINUS STROBUSEASTERN WHITE PINE6-7'B+B1184602SUBTOTAL:855778DECIDUOUS SHRUBSVD28VIBURNUM DENTATUMARROWWOOD VIBURNUM3-4'B+B31SUBTOTAL:28EVERGREEN SHRUBSIGC51ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY24-30"#5 CAN23MYC32MYRICA CERIFERAWAX MYRTLE4'-5'B+B44TMD59TAXUS X MEDIA 'DENSIFORMIS'DENSIFORMIS YEW24-30"B+B3VR15VIBURNUM X RHYTIDOPHYLLUMLEATHERLEAF VIBURNUM3-4'B+B64SUBTOTAL:157 U.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESSSSSSSSSSSSSSSSS S S S S SLWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWSL SL SL SL FWWWWW W W W WWSSSL SL SL SL F WL WLFWFSLSLFFSAN20W20STM25STM20STM20STM20STM25 TPTPTP0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.10.10.10.10.00.10.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.30.30.30.30.30.20.20.10.20.30.40.20.10.10.30.40.20.20.40.60.30.20.20.50.60.30.20.20.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.50.60.70.60.50.30.20.20.30.71.71.71.62.01.51.10.40.30.71.71.91.82.31.71.30.60.40.40.30.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.60.81.11.21.00.70.50.40.30.30.71.72.42.42.12.11.10.40.30.71.82.42.42.22.31.40.90.80.70.60.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.60.91.31.71.71.61.10.70.50.30.30.61.31.31.31.21.50.90.40.30.71.41.31.41.41.81.51.31.31.20.90.60.50.30.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.81.22.02.42.62.21.61.00.70.40.40.60.80.80.80.80.80.70.40.40.60.80.81.01.11.31.61.91.81.81.50.90.60.40.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.91.52.03.32.82.71.81.20.80.50.40.50.50.50.60.50.50.50.50.50.50.50.60.71.01.31.82.32.92.72.11.40.90.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.91.52.03.23.32.51.91.20.80.60.50.50.60.60.50.50.50.50.50.60.60.60.60.70.91.31.92.72.93.32.11.61.00.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.71.11.92.02.12.11.51.00.80.70.70.80.90.90.80.70.60.70.80.91.00.90.80.80.91.31.92.43.43.32.11.51.00.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.60.81.11.51.61.41.00.90.80.80.91.21.41.41.31.10.91.01.11.52.12.02.01.91.10.80.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.40.60.81.11.11.00.80.70.81.01.31.81.91.92.01.51.11.01.01.11.41.61.51.20.80.60.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.40.60.70.70.70.70.70.91.21.82.33.13.32.72.11.41.10.90.91.11.21.10.90.70.50.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.40.50.60.60.60.60.70.91.31.92.82.82.83.42.01.61.10.90.80.90.90.90.70.60.40.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.50.60.80.80.80.70.70.91.21.92.53.43.52.82.11.41.10.90.91.01.11.00.90.60.40.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.50.60.91.21.31.10.90.80.91.11.52.12.02.02.11.61.21.01.01.11.31.51.41.10.80.60.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.60.91.41.81.81.71.21.00.90.91.11.41.61.61.51.21.01.01.11.42.01.92.01.71.10.80.50.10.10.10.10.00.00.00.00.00.00.00.00.00.00.50.81.32.12.42.72.31.81.21.00.80.91.11.21.21.11.00.91.01.31.92.43.23.02.11.51.00.60.40.10.10.10.10.10.10.10.10.10.10.10.10.00.00.51.01.62.03.42.92.82.01.41.00.80.80.91.01.01.00.90.91.01.42.02.92.83.42.21.81.20.70.40.20.20.20.20.10.10.10.10.10.10.10.10.00.00.51.01.52.03.33.42.62.01.31.00.90.91.11.21.31.21.00.91.11.32.02.53.43.22.31.71.30.80.60.40.40.40.30.20.20.10.20.20.20.20.20.00.00.50.81.22.02.12.22.21.61.21.01.01.11.41.61.71.61.21.11.11.21.52.12.12.12.01.51.31.00.80.60.70.60.50.40.30.20.30.40.40.40.30.00.00.60.81.01.31.71.81.51.11.01.01.11.52.12.02.12.21.81.21.11.01.11.41.71.71.51.51.51.31.10.80.90.91.00.80.50.40.30.40.60.70.70.50.00.01.01.11.11.21.31.31.11.00.91.01.32.02.53.43.53.02.11.51.20.91.01.21.41.51.51.71.71.81.41.11.31.71.51.20.80.50.50.61.01.01.00.90.00.02.11.81.31.01.01.00.90.80.81.01.42.02.92.82.83.42.01.61.20.90.91.01.21.41.51.62.31.82.01.20.90.70.50.60.81.21.71.62.01.31.00.60.61.01.31.71.71.20.90.00.02.61.71.21.11.01.11.00.90.81.01.31.92.43.23.12.62.11.41.10.91.01.21.41.61.71.92.32.42.01.41.00.70.50.60.81.31.72.32.11.41.00.70.81.11.61.72.01.41.10.80.50.50.60.00.00.00.00.00.00.00.10.21.53.01.91.41.31.41.41.31.10.91.01.11.42.02.01.92.01.51.11.01.01.21.51.82.01.92.12.22.11.81.40.90.70.60.60.81.21.81.81.81.51.00.70.81.21.62.22.11.51.10.80.50.50.70.00.00.00.00.00.00.10.10.21.92.71.91.51.62.01.91.91.41.11.00.91.01.31.51.51.31.11.01.01.21.52.22.32.52.52.42.42.11.91.30.90.70.50.60.91.31.72.01.81.51.00.70.81.11.71.81.81.71.10.80.60.50.70.01.72.32.21.82.22.52.92.52.11.31.10.90.91.01.11.11.00.90.91.01.32.02.63.73.62.92.72.82.72.01.41.00.70.50.60.81.21.81.82.11.31.00.70.81.11.62.12.11.61.10.80.60.50.70.01.01.21.51.82.13.32.83.42.01.61.10.90.80.80.90.90.90.80.81.11.42.13.03.03.92.92.72.92.12.01.20.90.60.50.50.71.11.51.91.81.20.90.60.71.11.51.91.91.51.10.80.50.50.60.00.50.71.01.52.13.13.53.12.11.51.20.90.91.01.11.21.11.00.91.11.32.02.63.53.42.82.52.32.11.11.11.00.60.40.60.91.21.81.81.20.00.30.50.81.11.82.32.32.31.91.31.11.01.11.31.51.61.41.21.01.11.21.52.22.22.32.21.81.71.40.80.80.60.40.30.50.61.01.01.01.00.00.20.40.60.91.31.71.91.81.41.11.11.11.42.02.02.02.11.61.21.11.11.21.51.81.71.51.31.21.00.50.50.40.30.20.30.40.60.70.70.60.00.20.40.60.81.21.51.71.51.31.11.11.31.92.43.23.42.82.21.51.21.11.21.41.61.51.31.10.90.70.30.30.20.20.10.20.30.40.50.50.40.00.20.40.60.81.21.61.71.51.21.11.21.52.02.92.82.83.52.11.71.41.11.31.51.61.51.20.90.70.50.10.10.10.10.10.10.20.20.20.20.20.00.20.40.71.01.52.02.01.81.41.21.21.42.02.53.43.22.31.91.71.72.32.83.52.82.21.61.41.31.51.92.01.91.41.00.70.50.10.10.10.10.10.10.10.10.10.10.10.00.30.50.81.32.12.42.72.31.81.31.11.21.52.12.02.11.91.41.41.41.82.22.12.21.81.41.41.52.02.42.72.42.01.20.80.50.00.00.00.00.00.10.10.10.10.10.10.00.30.51.01.62.03.43.02.82.01.41.11.01.01.31.51.51.31.11.21.21.41.61.81.61.41.31.41.62.13.13.03.41.91.50.90.50.00.00.00.00.00.00.00.00.00.00.00.00.30.50.91.52.03.33.32.71.91.30.90.70.80.91.11.11.01.01.01.21.31.41.51.51.41.31.41.62.13.03.33.21.91.40.90.50.00.00.00.00.00.00.00.00.00.00.00.00.20.40.71.11.92.12.22.11.51.00.70.50.50.60.60.70.80.81.01.21.31.31.31.41.41.31.31.41.92.32.32.11.81.10.70.40.00.00.00.00.00.00.00.00.00.00.00.00.20.30.50.81.11.51.61.41.00.70.50.40.40.40.40.50.70.91.31.31.51.71.61.71.51.51.41.31.41.61.81.61.10.80.50.30.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.50.81.01.10.90.70.50.40.30.30.30.30.50.71.01.32.02.21.81.92.12.21.91.41.21.11.11.21.00.80.50.00.00.00.00.00.00.00.00.00.00.00.00.10.20.20.30.40.50.60.50.40.30.20.20.20.20.30.40.71.01.41.82.01.91.92.31.81.91.21.00.90.70.70.60.50.30.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.20.30.60.91.31.71.91.81.91.91.91.41.20.80.60.50.40.30.30.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.61.01.31.61.81.82.01.50.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.01.42.12.62.41.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.71.11.62.62.40.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.60.91.52.51.90.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.91.32.32.30.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.61.21.92.42.00.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.72.12.21.91.50.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.41.92.51.40.90.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.21.82.21.30.70.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.22.02.01.10.70.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.31.52.11.30.60.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.51.21.10.90.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.40.40.30.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0PROP.MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'E')FF = 458.50PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 456.50BF = 445.84PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 458.50BF = 447.84PROP. WALL CPROP.WALL CPROP. WALL BPROP.WALL APROP. TRASHCOMPACTORPROP. FENCEPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. WALL EPROP. WALL DPROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)PROP. LIGHTPOLE (TYP.)PROP. CLASSA1 RIP-RAPPROP. WALL BPROP. WALL APROP. WALL DPROP.WALL E25' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK C2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACKL16 25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8C7L19L7L20L12 L11L18L17 L14C6PROP. PUBLIC ROW C8L23PROP. PUBLIC ROWPROP. ASPHALTPROP. ASPHALTPROP. ASPHALT1"=40'IP C-704LIGHTING PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000IP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:53 AM LAST SAVED BY: MGIBSONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-705WLS14167 BROOKHILL BLOCK 4A AND B CHARLOTTESVILLE, VA PM: MARKSYMBOLQTYLABEL LUMENSLLFDESCRIPTIONLUM. WATTS29AN.A.0.980WLS-EDR-5M-04-E-525-40K 18' MOUNTING HEIGHT7012BN.A.0.980WLS-EDR-5M-04-E-525-40K 18' MOUNTING HEIGHT708CN.A.0.980WLS-EDR-4MB-04-E-525-40K 18' MOUNTING HEIGHT70LUMINAIRE SCHEDULEPLEASE EMAIL MARK AT MWILLIAMS@WLSLIGHTING.COM FOR PRICING.CALCULATION SUMMARYLABELAVGMAXMINAVG/MINMAX/MINPTSPCLRPTSPCTB1010PARKING SUMMARY1.43.90.114.139.0 U.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANESTELLA LANESLSSSSSS S S S S SLWWWWWWWWWWFWWWWSL SL SL W W W W W W W W W WWWWWWWWWWWW W W W W WL WL WL WWWWWWSSSSWS S S S S S S S S SSWWWLWLSLSLSLSSSSSSSFSLSLFWLSLSLSLSLFWLWLFWSSSSSSSLFFSAN20SAN20W20W20SLSLSLSLSLSLWLWLSTM20STM20STM20STM47STM20TPTP0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.20.20.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.60.40.40.30.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.90.80.70.60.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.31.31.20.90.60.50.30.20.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.10.10.10.10.20.40.30.20.20.20.30.30.20.10.10.10.10.20.10.20.20.20.20.20.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.01.91.81.81.50.90.60.40.20.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.30.30.30.30.20.20.20.20.41.01.62.01.61.91.70.80.30.20.20.20.41.21.31.51.41.41.50.70.40.30.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.02.32.92.72.11.40.90.50.00.00.00.00.00.00.00.00.00.00.00.00.20.20.30.50.60.60.60.50.40.30.30.30.41.02.12.32.62.42.00.80.30.20.20.30.61.52.22.62.62.41.80.90.60.50.50.40.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.02.72.93.32.11.61.00.50.00.00.00.00.00.00.00.00.00.00.00.00.20.40.50.81.01.11.00.80.60.40.40.40.51.01.81.51.51.41.50.80.40.30.30.40.71.32.11.81.82.21.81.11.11.00.80.60.40.30.20.10.10.00.00.00.00.00.02.43.43.32.11.51.00.50.00.00.00.00.00.00.00.00.00.00.00.00.30.50.81.21.71.71.61.10.80.60.50.60.81.11.31.21.11.00.90.70.50.50.60.70.91.31.31.21.21.41.61.51.51.61.30.90.60.40.20.00.00.00.00.02.12.02.01.91.10.80.40.00.00.00.00.00.00.00.00.00.00.00.00.40.71.11.92.22.52.21.81.10.90.70.81.11.31.41.31.10.90.70.60.60.70.91.21.31.31.21.11.11.21.52.12.12.02.01.40.90.50.30.00.00.00.00.01.41.61.51.20.80.60.40.00.00.00.00.00.00.00.00.00.00.00.00.40.91.41.93.32.93.01.91.41.11.01.11.41.81.91.71.20.90.70.60.80.91.31.71.81.61.21.11.11.31.72.13.23.42.51.81.10.70.30.00.00.00.00.01.11.21.10.90.70.50.30.00.00.00.00.00.00.00.00.00.00.00.00.40.91.41.93.23.22.92.01.41.21.21.42.12.32.52.21.71.10.80.70.91.32.12.22.42.21.71.21.11.31.72.13.42.82.91.81.20.70.30.00.00.00.00.00.90.90.90.70.60.40.30.00.00.00.00.00.00.00.00.00.00.00.00.40.71.11.82.12.32.21.81.21.11.31.72.13.43.12.81.91.30.90.81.11.62.13.43.22.72.01.41.21.21.52.22.62.92.31.71.00.60.30.00.00.00.00.01.01.11.00.90.60.40.30.00.00.00.00.00.00.00.00.00.00.00.00.30.60.81.21.61.71.61.21.01.01.31.72.13.43.22.81.91.30.90.81.11.62.03.43.12.82.01.41.11.01.11.51.91.81.81.20.80.50.30.00.00.00.00.01.31.51.41.10.80.60.40.00.00.00.00.00.00.00.00.00.00.00.00.30.40.60.91.11.21.11.00.80.91.11.42.12.32.42.22.32.52.31.71.20.90.80.91.11.31.31.10.80.60.40.20.00.00.00.00.02.01.92.01.71.10.80.50.10.10.10.10.00.00.00.00.00.00.00.00.30.40.50.70.80.90.80.80.70.70.91.11.51.91.91.61.81.91.71.31.00.80.70.70.80.91.00.80.70.50.30.20.00.00.00.00.02.43.23.02.11.51.00.60.40.10.10.10.10.10.10.10.10.10.10.10.10.30.40.50.70.80.90.80.80.70.80.91.11.41.51.51.30.91.01.41.51.41.21.00.80.70.70.80.80.80.70.60.40.30.20.00.00.00.00.02.92.83.42.21.81.20.70.40.20.20.20.20.10.10.10.10.10.10.10.10.40.50.70.91.21.21.11.00.90.91.01.31.51.61.41.10.80.81.11.41.51.41.10.90.80.80.91.01.11.00.80.50.40.20.00.00.00.00.02.53.43.22.31.71.30.80.60.40.40.40.30.20.20.10.20.20.20.20.20.50.71.01.31.61.71.51.21.11.11.21.61.91.81.51.10.80.40.30.30.30.40.91.11.51.71.71.41.11.11.11.21.41.51.31.00.70.50.30.00.00.00.00.02.12.12.12.01.51.31.00.80.60.70.60.50.40.30.20.30.40.40.40.30.60.81.11.42.12.22.22.31.71.41.41.72.32.22.22.21.41.00.60.40.30.40.51.01.42.12.12.12.11.51.41.41.72.11.92.01.50.90.60.30.00.00.00.00.01.41.71.71.51.51.51.31.10.80.90.91.00.80.50.40.30.40.60.70.70.50.81.11.51.92.43.53.62.82.21.71.82.12.53.53.52.31.81.10.70.40.40.40.71.21.92.43.43.42.42.01.71.72.22.83.42.72.01.20.80.40.00.00.00.00.01.21.41.51.51.71.71.81.41.11.31.71.51.20.80.50.50.61.01.01.00.90.81.21.52.02.32.53.83.13.12.21.81.82.22.73.23.32.41.91.20.70.50.40.50.81.31.92.73.03.42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MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. WALL BPROP.WALL APROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 447.00BF = 437.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. WALL EPROP. WALL DPROP. WALL FPROP. TRASHCOMPACTORFF = 455.00PROP. WALL BPROP. WALL APROP. WALL DPROP.WALL EPROP.MAINTENANCEBUILDINGPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 452.50BF = 442.50PROP. CLUBHOUSEFF = 452.00PROP.FITNESSBUILDINGFF = 454.0025' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK 5' MIN. FRONT SETBACKC2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACK 25' MAX. FRONT SETBACK25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8L7L3L2 L12 L11L14C6 PROP. PUBLIC ROW PROP. PUBLIC ROWPROP. PUBLIC ROWPROP. ASPHALTPROP.ASPHALTPROP. ASPHALTPROP. ASPHALTPROP. CLASSA1 RIP-RAPPROP. CLASSA1 RIP-RAP1"=40'IP C-705LIGHTING PLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000IP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:53 AM LAST SAVED BY: MGIBSONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-704WLS14167 BROOKHILL BLOCK 4A AND B CHARLOTTESVILLE, VA PM: MARKSYMBOLQTYLABEL LUMENSLLFDESCRIPTIONLUM. WATTS29AN.A.0.980WLS-EDR-5M-04-E-525-40K 18' MOUNTING HEIGHT7012BN.A.0.980WLS-EDR-5M-04-E-525-40K 18' MOUNTING HEIGHT708CN.A.0.980WLS-EDR-4MB-04-E-525-40K 18' MOUNTING HEIGHT70LUMINAIRE SCHEDULEPLEASE EMAIL MARK AT MWILLIAMS@WLSLIGHTING.COM FOR PRICING.CALCULATION SUMMARYLABELAVGMAXMINAVG/MINMAX/MINPTSPCLRPTSPCTB1010PARKING SUMMARY1.43.90.114.139.0 CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000OD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:54 AM LAST SAVED BY: DREARDONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSAS SHOWNOD C-706LIGHTINGDETAILS LIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE STELLA LANEACBBBBACCACCAAACACCBCAACABPROP. FH(TYP.)PROP. FH(TYP.)PROP. 4"FIRE LINEPROP. FDCWL WL PROP. 4" FIRELINEPROP. FDCPROP. FDCPROP.FDCPROP. FDCSTM25STM20STM20STM20STM25TPTPTPPROP. FDCPROP.MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'E')FF = 458.50PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 456.50BF = 445.84PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 458.50BF = 447.84PROP. WALL CPROP.WALL CPROP. WALL BPROP.WALL APROP. TRASHCOMPACTORPROP. FENCEPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. WALL EPROP. WALL DPROP. CLASSA1 RIP-RAPPROP. WALL BPROP. WALL APROP. WALL DPROP.WALL E25' MAX. FRONT SETBACK 25' MAX. FRONT SETBACK 5' MIN. FRONT SETBACK C 2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACKL16 25' MAX. FRONT SETBACKC4PROP. PUBLIC ROW C3C5L5 L8C7L19L7L20L12 L11L18L17 L14C6PROP. PUBLIC ROW C8L23PROP. PUBLIC ROWPROP. ASPHALTPROP. ASPHALTPROP. ASPHALT1"=40'SP C-707FIRE LANEPLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:54 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-708 PAINTED YELLOW CURBTO DESIGNATE FIRE LANEUNPAINTED CURBLEGENDNOT TO SCALESTANDARD WORDING WITH ANARROW AT BOTTOM POINTING TOTHE RIGHT. ONE SIGN MOUNTEDPARALLEL TO THE LINE OFCURBING OR PAVEMENT EDGE ATEND OF PAINTED AREA.SIGN TYPE "A"SIGN TYPE "C"SIGN TYPE "B"STANDARD WORDING WITH ANARROW AT BOTTOM POINTING TOTHE LEFT. ONE SIGN MOUNTEDPARALLEL TO THE LINE OFCURBING OR PAVEMENT EDGE ATEND OF PAINTED AREA.STANDARD WORDING WITH NOARROW. TWO SIGNS, BACK TOBACK MOUNTED PERPENDICULARTO THE LINE OF CURBING ORPAVEMENT EDGE.SIGNAGE SPECIFICATIONS1. METAL CONSTRUCTION, 12"x18".2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTEREDGE OF SIGN.3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE".4. LETTERING SIZE TO BE AS FOLLOWS:A. NO PARKING AND STANDING -2".B. OR -1".C. FIRE LANE -2 1/2".D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP.5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISEDIRECTED BY THE FIRE OFFICIAL.6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTENPERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNSSHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN.7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL.ORSTANDINGFIRE LANEPARKINGNOORSTANDINGFIRE LANEPARKINGNOORSTANDINGFIRE LANEPARKINGNOFIRE LANE SIGNAGE12"MIN.3'MIN.NOT TO SCALECURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING)NOTES:1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS.2. LETTERING SIZE SHALL BE 12" IN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAINTED CURB ANDSTRIPING.3. STRIPING SHALL BE AS FOLLOWS:·4" WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED 3' FROM THE EDGE OF THE CURBALONG WITH THE CURB FACE AND TOP PAINTED.·6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED 3' FROM EDGE OFPAVEMENT AND ALONG THE EDGE OF PAVEMENT.4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING.YELLOW STRIPING (SEE NOTE #3 BELOW FOR TYPICAL WIDTH)12"MIN.NO PARKING FIRELANEFIRE LANE LAYOUT AND MARKINGS LIMITS OFDISTURBANCELIMITS OFDISTURBANCEU.S. ROUTE 29 SEMINOLE TRAILARCHER AVENUE ELLA LANESTELLA LANEACCABACBBBBBACCACACACBAACACAPROP. FDCPROP. 4"FIRE LINEPROP. FDCPROP. 4" FIRELINEPROP. FDCPROP. FH(TYP.)STM20STM20STM20STM47STM20TPTPPROP. FDCPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FFE = 456.75PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 454.25PROP.WALL APROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'A')FF = 456.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'D')FF = 447.00BF = 437.00PROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'B')FF = 455.00PROP. WALL EPROP. WALL DPROP. WALL FPROP. TRASHCOMPACTORFF = 455.00PROP. WALL BPROP. WALL APROP. WALL DPROP.WALL EPROP.MAINTENANCEBUILDINGPROP. MULTIFAMILYAPARTMENTS4 STORY60' MAXPROP.HEIGHT(BUILDING TYPE 'C')FF = 452.50BF = 442.50PROP. CLUBHOUSEFF = 452.00PROP.FITNESSBUILDINGFF = 454.0025' MAX. FRONT SETBACK25' MAX. FRONT SETBACK5' MIN. FRONT SETBACK 5' MIN. FRONT SETBACKC2 5' MIN. FRONT SETBACK5' MIN. FRONT SETBACK 25' MAX. FRONT SETBACK25' MAX. FRONT SETBACKC4PROP. PUBLIC ROWC3 C5L5L7 L3L2 L12 L11L14C6 PROP. PUBLIC ROW PROP. PUBLIC ROWPROP. ASPHALTPROP.ASPHALTPROP. ASPHALTPROP. ASPHALTPROP. CLASSA1 RIP-RAPPROP. CLASSA1 RIP-RAP1"=40'SP C-708FIRE LANEPLAN1"=40'040102040CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SP0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:54 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSMATCHLINE - SHEET C-707 PAINTED YELLOW CURBTO DESIGNATE FIRE LANEUNPAINTED CURBLEGENDNOT TO SCALESTANDARD WORDING WITH ANARROW AT BOTTOM POINTING TOTHE RIGHT. ONE SIGN MOUNTEDPARALLEL TO THE LINE OFCURBING OR PAVEMENT EDGE ATEND OF PAINTED AREA.SIGN TYPE "A"SIGN TYPE "C"SIGN TYPE "B"STANDARD WORDING WITH ANARROW AT BOTTOM POINTING TOTHE LEFT. ONE SIGN MOUNTEDPARALLEL TO THE LINE OFCURBING OR PAVEMENT EDGE ATEND OF PAINTED AREA.STANDARD WORDING WITH NOARROW. TWO SIGNS, BACK TOBACK MOUNTED PERPENDICULARTO THE LINE OF CURBING ORPAVEMENT EDGE.SIGNAGE SPECIFICATIONS1. METAL CONSTRUCTION, 12"x18".2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTEREDGE OF SIGN.3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE".4. LETTERING SIZE TO BE AS FOLLOWS:A. NO PARKING AND STANDING -2".B. OR -1".C. FIRE LANE -2 1/2".D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP.5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISEDIRECTED BY THE FIRE OFFICIAL.6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTENPERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNSSHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN.7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL.ORSTANDINGFIRE LANEPARKINGNOORSTANDINGFIRE LANEPARKINGNOORSTANDINGFIRE LANEPARKINGNOFIRE LANE SIGNAGE12"MIN.3'MIN.NOT TO SCALECURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING)NOTES:1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS.2. LETTERING SIZE SHALL BE 12" IN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAINTED CURB ANDSTRIPING.3. STRIPING SHALL BE AS FOLLOWS:·4" WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED 3' FROM THE EDGE OF THE CURBALONG WITH THE CURB FACE AND TOP PAINTED.·6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED 3' FROM EDGE OFPAVEMENT AND ALONG THE EDGE OF PAVEMENT.4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING.YELLOW STRIPING (SEE NOTE #3 BELOW FOR TYPICAL WIDTH)12"MIN.NO PARKING FIRELANEFIRE LANE LAYOUT AND MARKINGS SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED WATERLINE A 440 450 460 470 440 450 460 470 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 PROP. GRADE PROP. GRADE 19+42PROP 24" STM X-INGINV 437.2117+57PROP 8" SAN X-INGPROP. 10' DIP WATERLINE A PROP. COMPACTED FILL BTM WTR 449.65' TOP STM 448.65' CLEAR: 1.00' BTM WTR 446.82' TOP STM 445.82' CLEAR: 1.00' BTM WTR 449.60' TOP SAN 447.55' CLEAR: 2.05'3.5' MINCLEARPROP. 10' DIP WATERLINE A BTM WTR 440.84' TOP STM 439.45' CLEAR: 1.39'18+73PROP 12" STM X-INGINV 437.98BTM WTR 440.86' TOP STM 439.10' CLEAR: 1.76'16+95PROP 12" STM X-INGINV 444.8211+66PROP 12" STM X-INGINV 447.67BTM WTR 449.60' TOP SAN 448.07' CLEAR: 1.53'12+84PROP 3" SAN LAT X-INGINV 447.2812+39PROP 6" SAN X-INGINV 447.5310+00EX. BOV REMOVEDAND W/L EXTENDED20+40EX. BOV REMOVEDAND W/L EXTENDED11+17PROP 10"X10" TEE3 - 10" GV12+02PROP 10"X4" TEE2 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER12+68PROP 45° BEND12+84PROP 45° BEND12+76PROP 10"X4" TEE2 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER13+43PROP 10"X4" TEE2 - 10" GV1 - 4" GV1 - 4"X34" REDUCER14+81PROP 10"X4" TEE2 - 10" GV1 - 4" GV15+81PROP 45° BEND16+05PROP 45° BEND16+28PROP 10"X4" TEE2 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER17+07PROP 10"X4" TEE2 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER18+04PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER18+19PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER20+15PROP 45° BEND19+53PROP 45° BEND19+24PROP 45° BENDPROP. GRADE 19+00PROP 45° BEND13+68PROP 10"X6" TEE2 - 10" GV1 - 6" GV1 - FHBTM WTR 444.02' TOP SAN 435.66' CLEAR: 8.37' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED WATERLINE B 440 450 460 470 480 440 450 460 470 480 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 PROP. GRADE PROP. GRADE 11+91PROP 12" STM X-INGINV 449.7617+20PROP 24" STM X-INGINV 446.6513+48PROP 6" SAN X-INGINV 451.6115+33PROP 8" SAN X-INGINV 442.09PROP. 10" DIP WATERLINE B PROP. 10" DIP WATERLINE B3.5' MINCLEARBTM WTR 451.03' TOP STM 449.93' CLEAR: 1.10'10+39PROP 12" STM X-INGINV 448.7212+78PROP 12" STM X-INGINV 449.09BTM WTR 450.73' TOP STM 449.73' CLEAR: 1.00' BTM WTR 451.77' TOP STM 450.77' CLEAR: 1.00'BTM WTR 449.60' TOP STM 448.75' CLEAR: 0.85'14+76PROP 12" STM X-INGINV 449.9215+99PROP 12" STM X-INGINV 448.9819+35PROP 15" STM X-INGINV 446.6821+08PROP 8" SAN X-INGINV 440.42BTM WTR 453.10' TOP STM 451.06' CLEAR: 2.04'3.0' MINCLEAR10+00 = 10+00 W/L B1PROP 10"X10" TEE3 - 10" GV10+20PROP 10"X6" TEE2 - 10" GV1 - 6" GV1 - FH11+10PROP 45° BEND10+90PROP 10"X4" TEE1 - 10" GV1 - 4" GV11+02PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X3" REDUCER11+40PROP 45° BEND12+12PROP 10"X6" TEE2 - 10" GV1 - 6" GV1 - FH12+25 = 10+00 W/L B2PROP 10"X10" TEE3 - 10" GV12+97PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCERBTM WTR 453.15' TOP STM 450.21' CLEAR: 2.94'13+12PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER13+84PROP 45° BEND14+00PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER14+11PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER14+19PROP 45° BEND15+02PROP 10"X6" TEE2 - 10" GV1 - 6" GV1 - FH15+94PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER16+70PROP 45° BEND16+83PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER17+07PROP 10"X6" TEE2 - 10" GV1 - 6" GV1 - FH16+96PROP 45° BEND19+43PROP 10"X6" TEE2 - 10" GV1 - 6" GV1 - FH19+51PROP 45° BEND19+74PROP 45° BEND19+62PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER20+46PROP 10"X4" TEE1 - 10" GV1 - 4" GV1 - 4"X212 " REDUCER21+20 = 10+00 W/L B1PROP 10"X10" TEE3 - 10" GVBTM WTR 453.60' TOP SAN 449.61' CLEAR: 3.99' BTM WTR 448.61' TOP STM 447.81' CLEAR: 0.80' 230.93' - 8" DIP @ 0.50%230.93' - 8" DIP @ 0.50% SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED WATERLINE B1 450 460 470 480 450 460 470 480 10+00 10+50 11+00 11+50 PROP. GRADE 10+15PROP SAN X-INGINV 446.31PROP. 10" DIP WATERLINE B13.5' MINCLEARBTM WTR 450.34' TOP SAN 447.02' CLEAR: 3.32'10+00 = 10+00 W/L BPROP 10"X'10" TEE3 - 10" GV11+22EX. BOV REMOVEDAND W/L EXTENDEDSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED WATERLINE B2 440 450 460 470 440 450 460 470 10+00 10+50 11+00 11+50 PROP. GRADE PROP. 10" DIP WATERLINE B23.5' MINCLEAR10+00 = 12+25 W/L BPROP 10"X10" TEE3 - 10" GV11+24EX. BOV REMOVEDAND W/L EXTENDEDCONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PW0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:55 AM LAST SAVED BY: DREARDON V152000 MEG RTY 6/8/18 0 FINAL SITE PLAN ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXLic. No. RYAN YAUGER 0402056625 6/8/18 BROOKHILL SECTION 1 BLOCK 4A AND 4B APARTMENTS AS NOTED PW C-801 WATERLINE PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED SANITARY PROFILE - SAN 30 TO SAN 34 410 420 430 440 450 410 420 430 440 450 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00PROP. 48" MH; HGT (6.35')RIM 436.15INV IN 430.00 (8")INV OUT 429.80 (8")11+46.44PROP. 48" MH; HGT (4.83')RIM 437.00INV IN 432.40 (8")INV OUT 432.30 (8")13+12.09PROP. 48" MH; HGT (10.28')RIM 443.40INV IN 433.90 (8")INV IN 433.34 (6")INV IN 438.84 (6")INV OUT 433.24 (8")13+65.41PROP. C/O; HGT (7.60')RIM 450.00INV IN 445.20 (6")INV OUT 442.40 (8")15+51.72146.44 - 8" SAN DIP @ 8.06 % 165.65 - 8" SAN D I P @ 1 . 3 9 % 53.32 - 8" SAN DIP @ 1.58% 146.19 - 8" SAN D I P @ 1 . 4 2 % SAN 31 SAN 33 SAN 32 SAN 35 PROP. GRADE PROP. GRADE 14+78PROP 15" STM X-INGINV 445.5714+43PROP 10" WATER X-ING13+23PROP 8" STM X-INGINV 435.92SAN 34 BTM STM 435.92' TOP SAN 433.83' CLEAR: 2.09' BTM STM 443.40' TOP SAN 436.16' CLEAR: 7.24'PROP. 48" MH; HGT (12.53')RIM 448.50INV IN 441.67 (8")INV IN 436.07 (4")INV OUT 435.97 (8")15+11.60SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED SANITARY PROFILE - SAN 70 TO SAN 72 430 440 450 460 470 430 440 450 460 470 10+00 10+50 11+00 11+50 12+00 12+50 124.05 - 8" S A N DI P @ 4. 2 3 %PROP. 48" MHRIM 454.45INV IN 445.15INV IN 445.15INV OUT 444.9511+24.05 = 10+00108.76 - 8" SAN DIP @ 0.55%PROP. 48" MH; HGT (8.55')RIM 454.30INV IN 448.25 (8")INV OUT 445.75 (8")12+32.81SAN 71 SAN 72 PROP. GRADE 12+07PROP 12" STM X-INGINV 448.01BTM STM 447.87' TOP SAN 446.33' CLEAR: 1.54' SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED SANITARY PROFILE - SAN 71 TO SAN 73 440 450 460 470 480 440 450 460 470 480 10+00 10+50 11+00 11+50 132.10 - 8" SAN DIP @ 0.53%PROP. 48" MHRIM 454.45INV IN 445.15INV IN 445.15INV OUT 444.9510+00 = 11+24.05PROP. 48" MH; HGT (6.02')RIM 451.88INV IN 446.50 (3")INV IN 447.40 (6")INV OUT 445.85 (8")11+32.10SAN 71 SAN 73 PROP. GRADE 10+59PROP 12" STM X-INGINV 447.58BTM STM 447.58' TOP SAN 446.13' CLEAR: 1.45' CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PS0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:55 AM LAST SAVED BY: MGIBSON V152000 MEG RTY 6/8/18 0 FINAL SITE PLAN ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXLic. No. RYAN YAUGER 0402056625 6/8/18 BROOKHILL SECTION 1 BLOCK 4A AND 4B APARTMENTS AS NOTED PS C-803 SANITARY PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED SANITARY PROFILE - SAN 61 TO 64 430 440 450 460 470 480 430 440 450 460 470 480 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED SANITARY PROFILE - SAN 62 TO 65 440 450 460 470 480 440 450 460 470 480 PROP. 48" MH; HGT (15.67')RIM 450.60INV IN 435.45 (8")INV OUT 435.25 (8")10+00106.84 - 8" S A N DI P @ 4. 4 0 %PROP. 48" MHRIM 454.18INV IN 440.35INV IN 446.25INV IN 448.00INV OUT 440.1511+06.84 = 10+00230.93 - 8" SAN DIP @ 0.50%PROP. 48" MH; HGT (14.85')RIM 456.35INV IN 441.70 (8")INV IN 445.00 (6")INV OUT 441.50 (8")13+37.77143.38 - 8" SAN DIP @ 0.52%PROP. 48" MH; HGT (9.55')RIM 452.00INV IN 442.65 (6")INV IN 444.65 (6")INV OUT 442.45 (8")14+81.15PROP. 48" MHRIM 454.18INV IN 440.35INV IN 446.25INV IN 448.00INV OUT 440.1510+00 = 11+06.84150.56 - 8" SAN DIP @ 0.50%PROP. 48" MH; HGT (8.92')RIM 455.92INV IN 450.50 (8")INV OUT 447.00 (8")11+50.56SAN 61 SAN 62 SAN 63 SAN 64 SAN 62 SAN 65 PROP. GRADE 13+68PROP 18" STM X-INGINV 447.71PROP. GRADE PROP. GRADE 11+53PROP 15" STM X-INGINV 448.0410+51PROP 12" STM X-INGINV 448.8410+12PROP 10" WATER X-ING14+12PROP WATER X-ING11+22PROP 10" WATER X-INGBTM STM 448.72' TOP SAN 447.22' CLEAR: 1.50' BTM STM 448.04' TOP SAN 441.25' CLEAR: 6.80' BTM STM 447.71' TOP SAN 442.53' CLEAR: 5.19' CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PS0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:55 AM LAST SAVED BY: MGIBSON V152000 MEG RTY 6/8/18 0 FINAL SITE PLAN ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXLic. No. RYAN YAUGER 0402056625 6/8/18 BROOKHILL SECTION 1 BLOCK 4A AND 4B APARTMENTS AS NOTED PS C-804 SANITARY PROFILES CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PS0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:55 AM LAST SAVED BY: MGIBSON V152000 MEG RTY 6/8/18 0 FINAL SITE PLAN ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXLic. No. RYAN YAUGER 0402056625 6/8/18 BROOKHILL SECTION 1 BLOCK 4A AND 4B APARTMENTS AS NOTED PS C-805 SANITARY COMPUTATIONS SANITARY MAIN DESIGN NOTES: ''n'' Factor = 0.013 From To Units Flow /Avg. Daily Flow Peak q, Total D, Pipe Slope Length Velocity Q, Capacity q/Q d/D Invert Elev. MH MH or Area Unit Incr Total Factor Peak Flow Size Actual Full Flow Upper Lower (DU)(gpd)(gpd)(gpd)(gpd)(in)(%)(ft)(fps)(fps)(gpd)(cfs)(%)(%)(ft)(ft) 34 33 - -- -3,500 3,500 5.0 17,500 8''1.82%186.31 2.39 4.68 1,056,413 1.63 1.66%5 %442.40 439.00 33 32 52 300 15,600 19,100 5.0 95,500 8''1.50%53.32 2.72 4.25 959,056 1.48 9.96%21 %433.80 433.00 32 31 - -300 - -19,100 5.0 95,500 8''1.69%165.65 2.89 4.51 1,017,985 1.58 9.38%20 %432.80 430.00 31 30 - -300 - -19,100 5.0 95,500 8''8.06%146.44 5.03 9.85 2,223,134 3.44 4.30%12 %429.80 418.00 72 71 68 300 20,400 20,400 5.0 102,000 8''0.55%108.76 2.01 2.57 580,737 0.90 17.56%28 %445.75 445.15 71 70 - -300 - -28,500 5.0 142,500 8''4.23%124.05 4.57 7.14 1,610,528 2.49 8.85%19 %444.95 439.70 73 71 27 300 8,100 8,100 5.0 40,500 8''0.53%132.10 1.62 2.53 570,080 0.88 7.10%17 %445.85 445.15 64 63 52 300 15,600 15,600 5.0 78,000 8''0.52%143.38 1.83 2.50 564,677 0.87 13.81%25 %442.45 441.70 63 62 24 300 7,200 22,800 5.0 114,000 8''0.50%230.94 2.04 2.45 553,711 0.86 20.59%30 %441.50 440.35 62 61 27 300 8,100 51,300 5.0 256,500 8''4.40%106.84 5.68 7.28 1,642,572 2.54 15.62%26 %440.15 435.45 65 62 68 300 20,400 20,400 5.0 102,000 8''0.50%150.56 1.91 2.45 553,711 0.86 18.42%29 %447.00 446.25 SANITARY LATERAL COMPUTATIONS Invert Elev. From To Upper Lower Length Size Material Slope Point Point Building CO 36 446.25 446.10 6.00 6"PVC 2.50% CO 36 CO 35 446.10 445.40 47.61 6"PVC 1.47% CO 35 SAN 34 445.40 445.20 15.14 6"DIP 1.32% Building CO 38 450.25 450.00 14.49 6"PVC 1.73% CO 38 CO 37 450.00 448.00 58.90 6"PVC 3.40% CO 37 SAN 34 448.00 445.20 58.90 6"DIP 4.75% Building ( D )SAN 33 434.16 434.00 15.00 6"DIP 1.07% Building ( C )SAN 33 439.16 439.00 15.00 6"DIP 1.07% Building SAN 72 452.00 448.75 76.77 8"DIP 4.23% Building CO 75 449.20 448.75 13.20 3"PVC 3.41% CO 75 CO 74 448.75 447.50 63.20 3"PVC 1.98% CO 74 SAN 73 447.50 446.50 51.45 3"DIP 1.94% Building SAN 73 448.00 447.40 51.50 6"DIP 1.17% Building SAN 65 452.25 450.50 49.06 8"DIP 3.57% Building CO 67 449.75 449.25 33.14 6"PVC 1.51% CO 67 CO 66 449.25 448.65 60.57 6"PVC 0.99% CO 66 SAN 62 448.65 448.00 58.67 6"DIP 1.11% Building CO 69 450.75 448.75 48.68 6"PVC 4.11% CO 69 CO 68 448.75 447.90 17.81 6"PVC 4.77% CO 68 SAN 63 447.90 445.00 122.82 6"DIP 2.36% Building ( D )SAN 64 444.85 444.65 15.00 6"DIP 1.33% Building ( C )SAN 64 442.85 442.65 15.00 6"DIP 1.33% Clubhouse Stub 448.33 442.00 23.18 4"DIP 3.58% SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM A1 TO A7 430 440 450 460 470 430 440 450 460 470 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 STM A6 STM A5 STM A4 STM A3 STM A7 72.50' -15" RCP@ 2.41% 144.00' -18" RCP@ 0.52% 79.20' -18" RCP@ 1.20% 182.23' -24" RCP @ 2.99% 51.00' - 24" RCP @ 1.37% STM A2 9.62' - 24" RCP @ 6.75% STM A1 PROP. DI-3B; 6' THRT; HGT (5.70')RIM 453.05INV IN 447.45 (15") A7INV IN 447.45 (12") A10INV OUT 447.35 (18") A514+66.05 = 10+00PROP. DI-3B; 6' THRT; HGT (7.10')RIM 453.60INV IN 446.60 (18") A6INV IN 447.70 (12") A11INV OUT 446.50 (18") A413+22.05 = 10+00PROP. DI-3B; 6' THRT; HGT (7.05')RIM 452.50INV IN 445.55 (18") A5INV IN 446.65 (12") A12INV OUT 445.45 (24") A312+42.85 = 10+00PROP. DI-3C; 6' THRT; HGT (7.90')RIM 445.50INV IN 440.00 (24") A4INV IN 440.50 (15") A8INV IN 437.70 (12") A14INV OUT 437.60 (24") A210+60.62 = 10+00PROP DI-3B; 6' THRT; HGT (3.54')RIM 452.74INV OUT 449.20 (15") A615+38.55PROP DI-3B; 6' THRT; HGT (11.35')RIM 445.00INV IN 436.90 (24") A3INV OUT 433.65 (24") A110+09.62PROP WALL OUTFALL; HGT (2.25')RIM 435.25INV IN 433.00 (24") A210+00PROP. GRADE PROP. GRADE PROP. COMPACTED FILL 10+32PROP 10" WATER X-INGPROP. CL. A1 RIP RAP 15' L x 17 W SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM A3 TO A9 430 440 450 460 430 440 450 460 10+00 10+50 11+00 11+50 12+00 12+50 STM A3 180.00' -15" RCP@ 2.22% STM A8 63.76' -12" HDPE@ 0.63% STM A9 PROP. DI-3C; 6' THRT; HGT (7.90')RIM 445.50INV IN 440.00 (24") A4INV IN 440.50 (15") A8INV IN 437.70 (12") A14INV OUT 437.60 (24") A210+00 = 10+60.62PROP DI-3B; 6' THRT; HGT (6.20')RIM 450.70INV IN 444.60 (12") A9INV OUT 444.50 (15") A311+80PROP 48" MH-1; HGT (6.92')RIM 451.92INV OUT 445.00 (12") A812+43.76PROP. GRADE 12+17PROP 10" WATER X-ING11+30PROP SAN X-INGSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM A6 TO A10 440 450 460 470 440 450 460 470 10+00 10+50 11+00 STM A10 58.71' -12" HDPE@ 0.51% STM A6 PROP 48" MH-1; HGT (6.35')RIM 454.10INV OUT 447.75 (12") A610+58.71PROP. DI-3B; 6' THRT; HGT (5.70')RIM 453.05INV IN 447.45 (15") A7INV IN 447.45 (12") A10INV OUT 447.35 (18") A510+00 = 14+66.05PROP. GRADE 10+36PROP 10" WATER X-ING10+25PROP SAN X-INGINV 445.46SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM A5 TO A11 440 450 460 440 450 460 10+00 10+50 11+00 STM A11 66.09' -12" HDPE@ 1.21% STM A5 PROP 48" MH-1; HGT (6.75')RIM 455.25INV OUT 448.50 (12") A510+66.09PROP. DI-3B; 6' THRT; HGT (7.10')RIM 453.60INV IN 446.60 (18") A6INV IN 447.70 (12") A11INV OUT 446.50 (18") A410+00 = 13+22.05PROP. GRADE PROP. COMPACTED FILL 10+25PROP 8" SAN X-INGINV 445.61SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM A4 TO A12 440 450 460 440 450 460 10+00 10+50 41.28' - 12" HDPE @ 0.73% STM A4 PROP. DI-3B; 6' THRT; HGT (7.05')RIM 452.50INV IN 445.55 (18") A5INV IN 446.65 (12") A12INV OUT 445.45 (24") A310+00 = 12+42.85PROP. GRADE PROP. COMPACTED FILL PROP 48" MH-1; HGT (7.07')RIM 454.02INV OUT 446.95 (12") A410+41.28STM A12 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM A3 TO A14 430 440 450 430 440 450 10+00 10+50 11+00 65.03' -12" HDPE@ 0.85% STM A3 PROP. DI-3C; 6' THRT; HGT (7.90')RIM 445.50INV IN 440.00 (24") A4INV IN 440.50 (15") A8INV IN 437.70 (12") A14INV OUT 437.60 (24") A210+00 = 10+60.62PROP. GRADE 10+38PROP 10" WATER X-INGSTM A14 PROP 48" MH-1; HGT (8.00')RIM 446.25INV OUT 438.25 (12") A310+65.03CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:56 AM LAST SAVED BY: MGIBSON V152000 MEG RTY 6/8/18 0 FINAL SITE PLAN ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXLic. No. RYAN YAUGER 0402056625 6/8/18 BROOKHILL SECTION 1 BLOCK 4A AND 4B APARTMENTS AS NOTED PD C-806 STORM PROFILES SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B1 TO ISO 440 450 460 470 440 450 460 470 10+00 10+50 11+00 STM B1 72.89' -30" RCP@ 1.51% STM B2 24.09' - 30" HDPE @ 1.25%PROP EW-1; HGT (2.79')RIM 446.29INV IN 443.50 (30") B210+00PROP 60" MH-1; HGT (9.48')RIM 454.08INV IN 444.70 (30") ISO1INV OUT 444.60 (30") B110+72.89PROP. GRADE PROP. ISOLATOR ROW BMPPROP. RIP-RAP SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM ISO TO B11 440 450 460 470 480 440 450 460 470 480 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 69.17' -12" HDPE@ 0.80% STM B10 37.14' - 12" HDPE @ 0.54% STM B9 59.17' -15" RCP@ 0.51% STM B8 102.43' -15" RCP@ 0.54% STM B7 99.00' -18" RCP@ 0.81% STM B6 108.00' -24" RCP@ 0.51% STM B5 107.62' -24" RCP@ 0.51% STM B4 16.95' - 24" RCP @ 1.47% STM B3 21.86' - 30" HDPE @ 1.14%PROP 48" MH-1; HGT (6.62')RIM 455.97INV IN 449.45 (12") B11INV OUT 449.35 (12") B915+52.18PROP DI-3B; 6' THRT; HGT (7.81')RIM 456.86INV IN 449.15 (12") B10INV OUT 449.05 (15") B815+15.04PROP. DI-3B; 6' THRT; HGT (8.21')RIM 456.86INV IN 448.75 (15") B9INV IN 448.75 (12") B16INV OUT 448.65 (15") B714+55.87 = 10+00PROP. DI-3C; 6' THRT; HGT (8.85')RIM 456.85INV IN 448.10 (15") B8INV IN 448.10 (12") B17INV OUT 448.00 (18") B613+53.43 = 10+00PROP. DI-3C; 6' THRT; HGT (8.75')RIM 455.85INV IN 447.20 (18") B7INV IN 447.20 (12") B18INV OUT 447.10 (24") B512+54.43 = 10+00PROP DI-3C; 6' THRT; HGT (7.25')RIM 453.70INV IN 446.55 (24") B6INV OUT 446.45 (24") B411+46.43PROP. 60" MH-1; HGT (9.00')RIM 454.80INV IN 445.90 (24") B5INV IN 445.90 (24") B12INV OUT 445.80 (24") B310+38.81 = 10+00PROP 60" MH-1; HGT (9.30')RIM 454.75INV IN 445.55 (24") B4INV OUT 445.45 (30") ISO210+21.86PROP. GRADE PROP. GRADE 13+18PROP 8" SAN X-ING13+94PROP 6" SAN X-INGPROP. ISOLATOR ROW BMP 11+65PROP 10" WATER X-ING15+91PROP 10" WATER X-INGBTM STM 448.13' TOP SAN 447.00' CLEAR: 1.13' STM B11 PROP 48" MH-1; HGT (6.67')RIM 456.67INV OUT 450.00 (12") B1016+21.35SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B4 TO B20 440 450 460 470 480 440 450 460 470 480 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 STM B4 STM B15 29.63' - 12" HDPE @ 0.51% STM B14 99.00' -15" RCP@ 0.76% STM B13 99.00' -15" RCP@ 0.86%109.00' -24" RCP@ 0.50% STM B12 PROP. 60" MH-1; HGT (9.00')RIM 454.80INV IN 445.90 (24") B5INV IN 445.90 (24") B12INV OUT 445.80 (24") B310+00 = 10+38.81PROP 48" MH-1; HGT (6.45')RIM 455.00INV IN 448.65 (12") B20INV OUT 448.55 (12") B1413+36.63PROP DI-3C; 6' THRT; HGT (6.65')RIM 454.95INV IN 448.40 (12") B15INV OUT 448.30 (15") B1313+07PROP DI-3C; 6' THRT; HGT (5.95')RIM 453.25INV IN 447.55 (15") B14INV OUT 447.30 (15") B1212+08PROP. DI-3C; 6' THRT; HGT (5.83')RIM 452.28INV IN 446.45 (15") B13INV IN 447.50 (12") B19INV OUT 446.45 (24") B411+09 = 10+00PROP. GRADE PROP. GRADE 11+22PROP 10" WATER X-INGSTM B20 PROP 48" MH-1; HGT (7.13')RIM 456.18INV OUT 449.05 (12") B1513+82.8846.25' - 12" HDPE @ 0.86%12+73PROP 6" SAN X-INGSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B8 TO B16 440 450 460 470 440 450 460 470 10+00 10+50 11+00 60.20' - 12" HDPE @ 0.83% STM B8 STM B16 PROP. DI-3B; 6' THRT; HGT (8.21')RIM 456.86INV IN 448.75 (15") B9INV IN 448.75 (12") B16INV OUT 448.65 (15") B710+00 = 14+55.87PROP 48" MH-1; HGT (8.03')RIM 457.28INV OUT 449.25 (12") B810+60.20PROP. GRADE 10+40PROP 10" WATER X-INGSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B7 TO B17 440 450 460 470 440 450 460 470 10+00 10+50 11+00 STM B17 78.63' -12" HD P E @ 3.69% STM B7 PROP 48" MH-1; HGT (6.92')RIM 457.92INV OUT 451.00 (12") B710+78.63PROP. DI-3C; 6' THRT; HGT (8.85')RIM 456.85INV IN 448.10 (15") B8INV IN 448.10 (12") B17INV OUT 448.00 (18") B610+00 = 13+53.43PROP. GRADE 10+49PROP 10" WATER X-INGSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B6 TO B18 440 450 460 470 440 450 460 470 10+00 10+50 11+00 STM B18 62.31' -12" HD P E @ 3.69% STM B6 PROP 48" MH-1; HGT (6.42')RIM 455.92INV OUT 449.50 (12") B610+62.31PROP. DI-3C; 6' THRT; HGT (8.75')RIM 455.85INV IN 447.20 (18") B7INV IN 447.20 (12") B18INV OUT 447.10 (24") B510+00 = 12+54.43PROP. GRADE 10+43PROP 10" WATER X-INGSCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM B12 TO B19 440 450 460 470 440 450 460 470 10+00 10+50 11+00 STM B19 51.94' - 12" HDPE @ 0.96% STM B12 PROP 48" MH-1; HGT (5.10')RIM 453.10INV OUT 448.00 (12") B1210+51.94PROP. DI-3C; 6' THRT; HGT (5.83')RIM 452.28INV IN 446.45 (15") B13INV IN 447.50 (12") B19INV OUT 446.45 (24") B410+00 = 11+09PROP. GRADE CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:56 AM LAST SAVED BY: MGIBSON V152000 MEG RTY 6/8/18 0 FINAL SITE PLAN ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXLic. No. RYAN YAUGER 0402056625 6/8/18 BROOKHILL SECTION 1 BLOCK 4A AND 4B APARTMENTS AS NOTED PD C-807 STORM PROFILES CONSTRUCTION NOT APPROVED FOR REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: SHEET NUMBER: SHEET TITLE: PROJECT: H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000PD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:56 AM LAST SAVED BY: MGIBSON V152000 MEG RTY 6/8/18 0 FINAL SITE PLAN ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. TM 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@ BohlerEng.comSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTPERMITTING SERVICESTRANSPORTATION SERVICESTMTHE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROMBOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERINGNEW ENGLANDUPSTATE NEW YORKNEW YORK, NYLEHIGH VALLEY, PASOUTHEASTERN, PASOUTHERN MARYLANDBALTIMORE, MDTAMPA, FLCENTRAL VIRGINIACHARLOTTE, NCRALEIGH, NCNORTHERN VIRGINIANEW JERSEYREHOBOTH BEACH, DESOUTH FLORIDABOSTON, MAPHILADELPHIA, PANEW YORK METROATLANTA, GADALLAS - FT. WORTH, TXLic. No. RYAN YAUGER 0402056625 6/8/18 BROOKHILL SECTION 1 BLOCK 4A AND 4B APARTMENTS AS NOTED PD C-808 STORM COMPUTATIONS 10 YEAR INLET COMPUTATIONS Inlet DA C I Q Qb Qt S Sx n T W Sw On Grade Inlets Only Sag Inlets Only Remarks No.Type Length Drain Runoff Inten Incr.Carry Accum.Gutter Pvmt Spread Gutter W Gutter Sw Eo a S'w Se=Sx Lt,Comp.L,Spec L E Qi Qb Down Qi d h d Ts Area Coeff--sity Flow -over Flow Slope Cross On Width /Cross /(App.= a /+ S'w Length -ified /Eff.Int'x Byp.Stream Int'x Depth /Spread icient Flow Slope Grade T Slope Sx 9C-8)(12W)(Eo)(9C-17)Length Lt (9C-18)Flow Flow Str.Flow h In Sag (ft)(acres)(in/hr)(cfs)(cfs)(cfs)(%)(%)(ft)(ft)(%)(in)(%)(%)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)rev3/30 A2 Curb DI-3B 6 0.27 0.70 6.64 1.25 –1.25 2.00 0.015 –2.00 8.33 3.52 –––1.25 0.15 0.46 0.32 1.77 In Sag A3 Curb DI-3C 6 0.58 0.65 6.64 2.50 –2.50 2.00 0.015 –2.00 8.33 3.52 –––2.50 0.23 0.46 0.51 5.38 In Sag A4 Curb DI-3B 6 0.27 0.82 6.64 1.47 –1.47 2.00 0.015 –2.00 8.33 3.52 –––1.47 0.16 0.46 0.36 1.97 In Sag A5 Curb DI-3B 6 0.66 0.84 6.64 3.68 –3.68 2.00 0.015 –2.00 8.33 3.52 –––3.68 0.30 0.46 0.66 8.82 In Sag A6 Curb DI-3B 6 0.32 0.84 6.64 1.78 –1.78 2.00 0.015 –2.00 8.33 3.52 –––1.78 0.19 0.46 0.41 3.02 In Sag A7 Curb DI-3B 6 0.66 0.76 6.64 3.33 –3.33 2.00 0.015 –2.00 8.33 3.52 –––3.33 0.28 0.46 0.62 7.84 In Sag A8 Curb DI-3C 6 0.82 0.68 6.64 3.70 –3.70 2.00 0.015 –2.00 8.33 3.52 –––3.70 0.30 0.46 0.66 8.87 In Sag B5 Curb DI-3C 6 0.93 0.70 6.64 4.32 –4.32 2.00 0.015 –2.00 8.33 3.52 –––4.32 0.34 0.46 0.74 10.53 In Sag B6 Curb DI-3C 6 0.37 0.75 6.64 1.84 –1.84 2.00 0.015 –2.00 8.33 3.52 –––1.84 0.19 0.46 0.42 3.22 In Sag B7 Curb DI-3C 6 0.41 0.78 6.64 2.12 –2.12 2.00 0.015 –2.00 8.33 3.52 –––2.12 0.21 0.46 0.46 4.17 In Sag B8 Curb DI-3B 6 0.11 0.75 6.64 0.55 –0.55 2.00 0.015 –2.00 8.33 3.52 –––0.55 0.09 0.46 0.19 1.02 In Sag B9 Curb DI-3B 6 0.10 0.75 6.64 0.50 –0.50 2.00 0.015 –2.00 8.33 3.52 –––0.50 0.08 0.46 0.17 0.96 In Sag B12 Curb DI-3C 6 1.04 0.62 6.64 4.28 –4.28 2.00 0.015 –2.00 8.33 3.52 –––4.28 0.34 0.46 0.73 10.42 In Sag B13 Curb DI-3C 6 0.34 0.70 6.64 1.58 –1.58 2.00 0.015 –2.00 8.33 3.52 –––1.58 0.17 0.46 0.38 2.29 In Sag B14 Curb DI-3C 6 0.45 0.75 6.64 2.24 –2.24 2.00 0.015 –2.00 8.33 3.52 –––2.24 0.22 0.46 0.47 4.55 In Sag 10 YEAR HGL COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf JUNCTION LOSS Final Inlet Flow Inlet Pre-Cast Junction Remarks No.WSE H WSE Line Shaping Structure Loss (in)(%)Vo Ho Qi Vi Qi · Vi Vi^2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht Elev.Reduction rev3/30 A2 434.60 24 23.68 8.95 1.10%0.10 17.98 1.26 22.53 9.47 213.45 1.39 0.49 20 0.16 0.22 1.97 –0.98 1.08 435.68 444.50 Yes Yes Yes A3 438.50 24 22.53 51.00 0.99%0.51 9.47 0.35 14.69 11.54 169.49 2.07 0.72 90 0.70 1.45 2.52 –1.26 1.77 440.27 445.00 Yes Yes Yes A4 441.60 24 14.69 182.23 0.42%3.85 11.54 0.52 11.08 7.43 82.31 0.86 0.30 20 0.16 0.14 0.95 –0.48 4.33 445.93 452.00 Yes Yes Yes A5 446.75 18 11.08 79.20 1.11%0.88 7.43 0.21 6.91 4.86 33.62 0.37 0.13 65 0.58 0.21 0.56 0.72 0.36 1.24 447.99 452.24 Yes Yes Yes A6 447.99 18 6.91 144.00 0.43%0.62 4.86 0.09 3.32 7.21 23.93 0.81 0.28 90 0.70 0.57 0.94 1.22 0.61 1.23 449.23 452.55 Yes Yes Yes A7 449.23 15 3.32 72.50 0.26%0.19 7.21 0.20 0.20 0.26 0.13 0.32 449.55 453.70 Yes Yes Yes A8 441.50 15 4.53 180.00 0.49%3.00 7.73 0.23 0.86 3.33 2.86 0.17 0.06 70 0.61 0.10 0.40 0.52 0.26 3.26 444.76 450.20 Yes Yes Yes A9 445.40 12 0.86 64.21 0.05%0.03 3.33 0.04 0.04 –0.02 0.05 445.45 451.92 Yes Yes Yes A10 449.23 12 1.85 58.71 0.23%0.13 3.73 0.05 0.05 –0.03 0.16 449.39 454.10 Yes Yes Yes A11 448.50 12 0.73 66.09 0.04%0.02 4.05 0.06 0.06 –0.03 0.06 448.56 455.25 Yes Yes Yes A12 447.45 12 2.26 41.29 0.34%0.14 4.50 0.08 0.08 –0.04 0.18 447.63 454.02 Yes Yes Yes A14 440.27 12 0.80 65.50 0.05%0.03 3.35 0.04 0.04 –0.02 0.05 440.32 446.25 Yes Yes Yes B2 443.54 30 47.97 72.90 1.37%1.06 11.68 0.53 47.99 11.53 553.17 2.06 0.72 39 0.37 0.76 2.02 –1.01 2.07 445.61 454.08 Yes Yes Yes ISO 446.70 30 47.99 24.09 1.17%0.28 11.53 0.52 24.01 9.46 227.15 1.39 0.49 ––0.00 1.00 –0.50 0.78 447.48 454.15 Yes Yes Yes ISO 446.70 30 47.99 24.09 1.17%0.28 11.53 0.52 24.01 9.46 227.15 1.39 0.49 ––0.00 1.00 –0.50 0.78 447.48 454.15 Yes Yes Yes B3 447.48 24 24.01 21.86 0.96%0.21 9.46 0.35 24.03 9.87 237.26 1.52 0.53 90 0.70 1.06 1.94 –0.97 1.18 448.66 454.75 Yes Yes Yes B4 448.66 24 24.03 16.95 1.13%0.19 9.87 0.38 13.28 5.74 76.22 0.51 0.18 81 0.66 0.34 0.90 –0.45 0.64 449.30 454.80 Yes Yes Yes B5 449.30 24 13.28 107.62 0.34%0.37 5.74 0.13 9.33 5.32 49.61 0.44 0.15 84 0.68 0.30 0.58 0.75 0.38 0.75 450.05 453.20 Yes Yes Yes B6 450.05 24 9.33 108.00 0.17%0.18 5.32 0.11 6.76 5.81 39.26 0.52 0.18 ––0.00 0.29 –0.15 0.33 450.38 455.35 Yes Yes Yes B7 450.38 18 6.76 99.00 0.41%0.41 5.81 0.13 3.43 4.19 14.38 0.27 0.10 50 0.47 0.13 0.36 0.46 0.23 0.64 451.02 456.35 Yes Yes Yes B8 451.02 15 3.43 102.43 0.28%0.29 4.19 0.07 1.91 3.55 6.78 0.20 0.07 40 0.38 0.07 0.21 –0.11 0.39 451.41 456.36 Yes Yes Yes B9 451.41 15 1.91 59.17 0.09%0.05 3.55 0.05 1.39 3.55 4.94 0.20 0.07 ––0.00 0.12 0.15 0.08 0.13 451.54 456.36 Yes Yes Yes B10 451.54 12 1.39 37.14 0.13%0.05 3.55 0.05 1.39 4.15 5.77 0.27 0.09 90 0.70 0.19 0.33 –0.16 0.21 451.76 455.97 Yes Yes Yes B11 451.76 12 1.39 69.16 0.13%0.09 4.15 0.07 0.07 –0.03 0.12 451.88 456.67 Yes Yes Yes B12 449.30 24 11.24 109.00 0.25%0.27 5.50 0.12 5.34 5.51 29.41 0.47 0.16 81 0.66 0.31 0.60 0.77 0.39 0.66 449.96 451.78 Yes Yes Yes B13 449.96 15 5.34 99.00 0.68%0.68 5.51 0.12 3.82 4.92 18.81 0.38 0.13 ––0.00 0.25 0.32 0.16 0.84 450.80 452.75 Yes Yes Yes B14 450.80 15 3.82 99.00 0.35%0.35 4.92 0.09 1.59 3.62 5.75 0.20 0.07 55 0.51 0.10 0.27 0.35 0.17 0.52 451.32 454.45 Yes Yes Yes B15 451.32 12 1.59 29.63 0.17%0.05 3.62 0.05 1.59 4.42 7.02 0.30 0.11 35 0.33 0.10 0.26 –0.13 0.18 451.50 455.00 Yes Yes Yes B20 451.50 12 1.59 46.25 0.17%0.08 4.42 0.08 0.08 –0.04 0.12 451.61 456.18 Yes Yes Yes B16 451.41 12 1.00 60.20 0.07%0.04 3.84 0.06 0.06 –0.03 0.07 451.48 457.28 Yes Yes Yes B17 451.02 12 1.33 78.63 0.12%0.09 7.07 0.19 0.19 –0.10 0.19 451.21 457.92 Yes Yes Yes B18 450.38 12 0.86 62.31 0.05%0.03 6.16 0.15 0.15 –0.07 0.10 450.48 455.92 Yes Yes Yes B19 449.96 12 1.86 51.94 0.23%0.12 3.92 0.06 0.06 –0.03 0.15 450.11 453.10 Yes Yes Yes RIP-RAP OUTFALL COMPUTATIONS Outfall Q Do, Pipe Tailwater La, Apron Apron Width d50 Rip-Rap Rip-Rap Diameter Condition Length Upstream Downstream Depth Class (cfs)(in)(ft)(ft)(ft)(ft)(ft) B1 47.97 30 Min 22 8 25 0.7 1.6 Class AI A1 23.68 24 Min 15 6 17 0.5 1.1 Class AI 10 YEAR STORM COMPUTATIONS From To Drain.Runoff CA Inlet Rainfall Q Invert Elev.Length Slope Dia.n Capacity Velocity Flow Time Q /V /Vfull Remarks Point Point Area Coeff.Incr.∑Time Intensity Incr.Known ∑Upper Lower Incr.∑Qfull Vfull (acres)C (min)(in/hr)(cfs)(cfs)(cfs)(ft)(ft)(ft)( % )(in)(cfs)(fps)(min)(min)rev3/30 A7 A6 0.66 0.76 0.50 0.50 5.00 6.64 3.32 –3.32 449.20 447.45 72.50 2.41%15 0.013 10.06 7.21 0.17 5.17 0.33 0.88 8.20 A6 A5 0.32 0.84 0.27 0.77 5.26 6.57 1.77 –6.91 447.35 446.60 144.00 0.52%18 0.013 7.60 4.86 0.49 5.75 0.91 1.13 4.30 A5 A4 0.66 0.84 0.55 1.32 5.75 6.44 3.54 –11.08 446.50 445.55 79.20 1.20%18 0.013 11.54 7.43 0.18 5.93 0.96 1.14 6.53 A4 A3 0.27 0.82 0.22 1.54 5.93 6.39 1.41 –14.69 445.45 440.00 182.23 2.99%24 0.013 39.23 11.54 0.26 6.19 0.37 0.92 12.49 A3 A2 0.58 0.65 0.38 2.48 6.19 6.32 2.40 0.36 22.53 437.60 436.90 51.00 1.37%24 0.013 26.57 9.47 0.09 6.28 0.85 1.12 8.46 A2 A1 0.27 0.70 0.19 2.67 6.28 6.30 1.20 –23.68 433.65 433.00 8.95 7.26%24 0.013 61.13 17.98 0.01 6.29 0.39 0.92 19.46 A9 A8 –––––––0.86 0.86 445.00 444.60 64.21 0.62%12 0.012 3.05 3.33 0.32 5.32 0.28 0.86 3.89 Roof Runoff A8 A3 0.82 0.68 0.56 0.56 5.32 6.55 3.67 –4.53 444.50 440.50 180.00 2.22%15 0.013 9.66 7.73 0.39 5.71 0.47 0.98 7.87 A11 A5 –––––––0.73 0.73 448.50 447.70 66.09 1.21%12 0.012 4.26 4.05 0.27 5.27 0.17 0.75 5.42 Roof Runoff A10 A6 –––––––1.85 1.85 447.75 447.45 58.71 0.51%12 0.012 2.77 3.73 0.26 5.26 0.67 1.06 3.52 Roof Runoff A12 A4 –––––––2.26 2.26 446.95 446.65 41.29 0.73%12 0.012 3.30 4.50 0.15 5.15 0.69 1.07 4.20 Roof Runoff A14 A3 –––––––0.80 0.80 438.25 437.70 65.50 0.84%12 0.013 3.27 3.35 0.33 5.33 0.24 0.80 4.17 Roof Runoff B11 B10 –––––––1.39 1.39 450.00 449.45 69.16 0.80%12 0.012 3.45 4.15 0.28 5.28 0.40 0.94 4.39 Roof Runoff B10 B9 ––––––––1.39 449.35 449.15 37.14 0.54%12 0.012 2.84 3.55 0.17 5.45 0.49 0.98 3.62 Roof Runoff B9 B8 0.10 0.75 0.08 0.08 5.45 6.52 0.52 –1.91 449.05 448.75 59.17 0.51%15 0.013 4.61 3.55 0.28 5.73 0.41 0.94 3.76 B8 B7 0.11 0.75 0.08 0.16 5.73 6.44 0.52 –3.43 448.65 448.10 102.43 0.54%15 0.013 4.75 4.19 0.41 6.14 0.72 1.08 3.87 B7 B6 0.41 0.78 0.32 0.48 6.14 6.33 2.03 –6.76 448.00 447.20 99.00 0.81%18 0.013 9.47 5.81 0.28 6.42 0.71 1.08 5.36 B6 B5 0.37 0.75 0.28 0.76 6.42 6.26 1.75 –9.33 447.10 446.55 108.00 0.51%24 0.013 16.19 5.32 0.34 6.76 0.58 1.03 5.15 B5 B4 0.93 0.70 0.65 1.41 6.76 6.17 4.01 –13.28 446.45 445.90 107.62 0.51%24 0.013 16.22 5.74 0.31 7.07 0.82 1.11 5.16 B4 B3 –––2.63 7.07 6.09 ––24.03 445.80 445.55 16.95 1.47%24 0.013 27.55 9.87 0.03 7.10 0.87 1.13 8.77 B3 ISO –––2.63 7.10 6.08 ––24.01 445.45 445.20 21.86 1.14%24 0.012 26.28 9.46 0.04 7.14 0.91 1.13 8.36 ISO B2 –––2.63 7.14 6.07 –24.01 47.99 445.00 444.70 24.09 1.25%30 0.012 49.72 11.53 0.03 7.17 0.97 1.14 10.13 B2 B1 –––2.63 7.17 6.06 ––47.97 444.60 443.50 72.90 1.51%30 0.013 50.52 11.68 0.10 7.27 0.95 1.14 10.29 B20 B15 –––––––1.59 1.59 449.05 448.65 46.25 0.86%12 0.012 3.60 4.42 0.17 5.17 0.44 0.96 4.58 Roof Runoff B15 B14 ––––––––1.59 448.55 448.40 29.63 0.51%12 0.012 2.75 3.62 0.14 5.31 0.58 1.03 3.51 Roof Runoff B14 B13 0.45 0.75 0.34 0.34 5.31 6.56 2.23 –3.82 448.30 447.55 99.00 0.76%15 0.013 5.64 4.92 0.34 5.65 0.68 1.07 4.59 B13 B12 0.34 0.70 0.24 0.58 5.65 6.47 1.55 –5.34 447.30 446.45 99.00 0.86%15 0.013 6.00 5.51 0.30 5.95 0.89 1.13 4.89 B12 B4 1.04 0.62 0.64 1.22 5.95 6.39 4.09 –11.24 446.45 445.90 109.00 0.50%24 0.013 16.11 5.50 0.33 6.28 0.70 1.07 5.13 B16 B8 –––––––1.00 1.00 449.25 448.75 60.20 0.83%12 0.012 3.53 3.84 0.26 5.26 0.28 0.86 4.49 Roof Runoff B17 B7 –––––––1.33 1.33 451.00 448.10 78.63 3.69%12 0.012 7.43 7.07 0.19 5.19 0.18 0.75 9.46 Roof Runoff B18 B6 –––––––0.86 0.86 449.50 447.20 62.31 3.69%12 0.012 7.44 6.16 0.17 5.17 0.12 0.65 9.47 Roof Runoff B19 B12 –––––––1.86 1.86 448.80 448.50 51.94 0.58%12 0.012 2.94 3.92 0.22 5.22 0.63 1.05 3.74 Roof Runoff N/ASD C-901RETAININGWALL DETAILSCONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:56 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTS7°3 FEETMINIMUMDEPTHVARIESCAP BLOCKFENCE OR RAILING (DESIGNEDBY OTHERS)SLEEVE AND NON-SHRINK GROUTAROUND POSTSLEEVE INSTALLED DURING WALLCONSTRUCTIONGEOSYNTHETIC REINFORCEMENT12" (MIN) OF FREE-DRAINING AGGREGATEDIAMOND PRO®BLOCKDIAMOND PRO RETAINING WALL (WALL F) TYPICAL DETAIL NOT TO SCALECONCRETE-TO-ASPHALT DETAILTACK COAT(APPLIED AT A RATEOF 0.2 GALLONS/S.Y.)PAVEMENT SURFACE(SEE PAVEMENT DETAIL)CONCRETE PAVEMENT SECTIONNOT TO SCALECONCRETE CURB & GUTTER DETAIL2'-0"6"1"6" 1"PAVEMENT DIMENSION(S) ON PLAN VIEWREFER TO FACE OF CURB1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.2'-0"6"1"1" 6"1"SPILL CURB & GUTTERCOLLECTOR CURB & GUTTER6"PAVEMENT DIMENSION(S) ON PLANVIEW REFER TO FACE OF CURB5"NOTES:1-1/2"R1-1/2"RNOT TO SCALECONCRETE SIDEWALK DETAILVARIES3 : 1 M A X .3:1 MAX.3:1 MAX.3 : 1 M A X .1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLEDAT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUALTO SIDEWALK WIDTH.2% MAX. CROSS SLOPENOTE:COMPACTED SUBGRADE (PERGEOTECHNICAL REPORT)4" THICK, COMPACTEDSTONE BASE (TYPE 2a)4" CLASS A CONCRETE(3000 P.S.I. @ 28 DAYS)2' MIN. CLEAR ZONE(TYP., LT. & RT.)NOT TO SCALECURB BREAK DETAIL3' TAPER2' CURBBREAK3' TAPERGUTTER PAN3' RIP-RAP PAD3' TAPER2' CURBBREAK3' TAPERELEVATIONPLANPAVED SURFACE/ CONC. PADSTD. CURB (PER SITE PLAN)1" RADIUSFULL HEIGHT CURB3' CURB TAPER2"NOT TO SCALECURB TAPER DETAILPAVEMENT SURFACE1" RADIUSNOT TO SCALEMONOLITHIC CURB AND SIDEWALK DETAIL112% MAX. SLOPE6" 17"5"1.CONCRETE TO BE 3000 P.S.I. @ 28 DAYS.NOTE:4" COMPACTED 21-A STONE4" CONCRETE WALKW/6x6 WWM (10 GA)1/2" RADIUSPROPOSED PAVEMENT(SEE PAVEMENT DETAIL)TACK COAT(APPLIED @ 0.2GALLONS/S.Y.)1:12 SLOPE1:12 SLOPE3' MIN.NOT TO SCALEADA ACCESSIBLE RAMP DETAIL1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES.3' M IN .NOTE:TRUNCATEDDOME PATTERN1:12 SLOPE12:1 MAX.SLOPE5'-0"MIN.12:1 MAX.SLOPENOT TO SCALEADA ACCESSIBLE RAMP DETAILADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADAACCESSIBLE GUIDELINES.NOTE:TRUNCATED DOME PATTERNEDGE OF CURBNOT TO SCALESTANDARD DUTY ASPHALT PAVEMENT SECTIONNOTE:1.5" ASPHALT SURFACE COURSE (SM 9.5A)2" ASPHALT BINDER COURSE (25.0)6" COMPACTED STONE BASE (21-A)COMPACTED SUBGRADE(PER GEOTECHNICAL REPORT)NOT TO SCALESTANDARD DUTY CONCRETE SECTION4" CONCRETE6" COMPACTED STONE BASECOMPACTED SUBGRADE(PER GEOTECHNICAL REPORT)6x6 WWM (10 GA.)1.SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5. FINAL DESIGN WILLBE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE.NOTE:1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINALDESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE.N/ASD C-902CONSTRUCTIONDETAILSCONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:56 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSNOT TO SCALEHEADER CURB DETAIL4"6"18"1.EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS.2.THIS ITEM MAY BE PRECAST OR CAST IN PLACE.3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST.NOTES:PAVEMENT SURFACE(SEE PAVEMENT DETAIL)6" REVEAL2" RADIUS1/4" RADIUSFINISHED GRADE N/ASD C-903CONSTRUCTIONDETAILSNOT TO SCALECONCRETE ENCASEMENT DETAILEX. WATER OR STORM PIPE10'-0"10'-0"6" MIN.20'-0"SECTION A-AAACONCRETE ENCASEMENT REQUIRED WHERECLEARANCE BETWEEN SANITARY SEWER PIPEAND WATER OR STORM PIPE IS LESS THAN 18"EITHER ABOVE OR BELOW SANITARY SEWER.EX. WATER ORSTORM PIPECLASS "C"CONCRETEENCASEMENTSANITARY SEWERPIPE ONE LENGTHMIN.NOT TO SCALEBOLLARD DETAIL4'-0"3'-0" 1'-0"1'-6"MIN.1.SEE SITE PLAN FOR LOCATION(S).NOTE:CONCRETE FILL TO BE ROUNDEDFOR PROPER RUN OFF4" DIAMETER STEEL PIPE FILLEDW/ CONCRETE PAINTED TRAFFICYELLOW AND EMBEDDED INCONCRETE BASETOP OF ASPHALT ORCONCRETE SLAB3000 P.S.I. CONCRETENOT TO SCALETRAFFIC RATED CLEANOUT DETAIL3000 P.S.I. CONCRETESAND CUSHION4" SEWER CLEANOUT CAP6" PVC ENCASEMENT PIPEASPHALT ORCONCRETE ASDETERMINED BYTRAFFIC SURFACE3,000 P.S.I CONCRETETRAFFIC RATED CLEANOUT COVER2" ASPHALT OR CONCRETEFINISHED GRADE18" SQUARE CONCRETEENCASEMENT(3000 P.S.I CONCRETE)4" MAX. 18"STEST PIT (TO BE HAND DUG)FINISHED GRADE1.5' MIN. CLEARANCEUTILITY CONFLICT1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS.2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT.3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED.4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS)WATERLINEADJUSTMENTUSING FITTINGS(VERTICALBENDS) (SEENOTE 3)WATERLINEADJUSTMENTUSING DEFLECTIONAT PIPE JOINTS(SEE NOTE 4)EX. MAINSEE NOTE 4ADJUSTMENT TOEXTEND BEYOND LIMITSOF CONFLICTS (3' MIN.,EACH SIDE, CHECKLOCAL STANDARDS).NOT TO SCALEWATERLINE ADJUSTMENT DETAILNOTES:NOT TO SCALEBOLLARD MOUNTED ADA PARKING SIGN DETAILONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUTWALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES3'-0" 7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN 1'-6"2'-0" 18"12"6"NOTE:REFLECTIVE ALUMINUMLEGEND AND BORDER - GREENWHITE SYMBOL ON BLUE BACKGROUNDBACKGROUND - WHITETYPICAL AT ALL ADA SPACESTHIS SIGN TYPICAL AT ALL "VANACCESSIBLE" PARKING SPACESPENALTY SIGN WITH WORDING ASREQUIRED BY STATE OR LOCAL LAWGALVANIZED "U" CHANNEL POST4" DIA. SCH. 40 GALVANIZED STEEL PIPEBOLLARD PAINTED OSHA YELLOW FILLEDWITH CONCRETEPAINT CONCRETE BLACK AFTERCURING AT ASPHALT LOCATIONS4000 PSI CONCRETECONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:56 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTS CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000OD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:57 AM LAST SAVED BY: DREARDONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSAS SHOWNOD C-904WATER ANDSEWER UTILITYDETAILS CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000OD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:57 AM LAST SAVED BY: DREARDONV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSAS SHOWNOD C-905WATER ANDSEWER UTILITYDETAILS TREE PLANTING ON SLOPE DETAILNOT TO SCALEEXISTING GRADEDO NOT WRAP TRUNKPREPARED SOIL FOR TREES1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOILUNDISTURBED SUBGRADETAMP SOIL SOLIDLY AROUNDBASE OF ROOT BALL12"SET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLEREMOVE THE TOP 1/3 OF THE WIRE BASKETIF PRESENT. ANY AND ALL TWINE SHALL BEREMOVED FROM THE TREE BEFOREBACKFILLING. BURLAP SHALL BE FOLDEDBACK INTO PLANTING HOLEBEFORE PLANTING ADD 3 TO 4" OFWELL-COMPOSTED LEAVES OR RECYCLEDYARD WASTE TO BED AND TILL INTO TOP 6"OF PREPARED SOIL.3" THICK LAYER OF DARKBROWN DOUBLE SHREDDEDHARDWOOD MULCH4" BUILT-UP EARTH SAUCERSET ROOT BALL FLUSH TO GRADEOR SEVERAL INCHES HIGHER INPOORLY DRAINING SOILS.ONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPE ARCHITECT2" DIA. HARDWOOD STAKES 2/3 TREE HT.2 PER TREE12 GAUGE GALVANIZED WIRE GUYS TWISTEDREINFORCED RUBBER HOSE(1/2" DIA.)NOTE: TREE STAKING TO BE REMOVEDAFTER 2 GROWING SEASONSB&BCONTAINERFINISHED GRADEREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENTNOT TO SCALE8-12"24" MINIMUMDECIDUOUS AND EVERGREENSHRUB PLANTING DETAIL3" THICK LAYER OF DARKBROWN DOUBLESHREDDED HARDWOODMULCHPLANT SHALL BETRANSPLANTED AT THE SAMEGRADE AS IT BORE IN THENURSERY PLOT PRIOR TOBALLING AND BURLAPPING.FOR CONTAINER-GROWNSHRUBS, USE FINGER ORSMALL HAND TOOLS TO PULLTHE ROOTS OUT OF THE OUTERLAYER OF POTTING SOIL; THENCUT OR PULL APART ANYROOTS THAT CIRCLE THEPERIMETER OF THE CONTAINERPLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTINGMIXTURE WILL CHANGE WITHSOIL CONDITIONSBEFORE PLANTING, ADD 3 TO 4"OF WELL-COMPOSTED LEAVESAND RECYCLED YARD WASTETO BED AND TILL INTO TOP 6"OF PREPARED SOILPLACE SHRUB ONFIRM SOIL INBOTTOM OF HOLE.UNDISTURBEDSUBGRADESOIL SURFACE ROUGHENEDTO BIND WITH NEW SOIL.REMOVE THE TOP 1/3 OF THEWIRE BASKET IF PRESENT. ANYAND ALL TWINE SHALL BEREMOVED FROM THE SHRUBBEFORE BACKFILLING. BURLAPSHALL BE FOLDED BACK INTOPLANTING HOLEEVERGREEN TREE PLANTING DETAILNOT TO SCALEREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.4" BUILT-UP EARTH SAUCER4-6" DEEPER THAN ROOT BALLBEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL.SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS.SET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLE3" THICK LAYER OF DARKBROWN DOUBLE SHREDDEDHARDWOOD MULCHONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPEARCHITECTFOLD BURLAP AWAY FROM TOP OFROOT BALLPREPARE WIDTH OFPLANTING HOLE 6 FTOR TWICE THE WIDTHOF THE ROOT BALL;WHICHEVER ISGREATERPREPARED SOIL FORTREES 1 PART PEAT MOSS 1PART COW MANURE 3PARTS TOPSOILUNDISTURBEDSUBGRADEDIG WIDE, SHALLOW HOLEWITH TAMPED SIDESTAMP SOIL SOLIDLY AROUNDBASE OF ROOT BALLDO NOT STAKE ORWRAP TRUNKREMOVE THE TOP 1/3 OF THE WIRE BASKETIF PRESENT. ANY AND ALL TWINE SHALL BEREMOVED FROM THE TREE BEFOREBACKFILLING. BURLAP SHALL BE FOLDEDBACK INTO PLANTING HOLENOT TO SCALEEXISTING SUBSOILMINIMUM 6" TOPSOILFINISHED GRADEPERENNIAL/GROUND COVER PLANTING DETAIL3" THICK LAYER OFDARK BROWN DOUBLESHREDDED HARDWOODMULCHDDDTYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUTPLANT MATERIAL SPACED ASSPECIFIED. SEE LANDSCAPESCHEDULE FOR PROPOSED SPACING.INCORPORATE 2" OF PEAT INTO 6" OFPLANTING MIXTURE, AS SPECIFIEDD= PROPOSED ON CENTER(O.C.) SPACINGSEE LANDSCAPE SCHEDULEFOR FOR REQUIRED SPACINGTYPICAL PERENNIAL AND GROUND COVER PLANTINGDECIDUOUS TREE PLANTING DETAIL4" BUILT-UP EARTH SAUCERBEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL.4-6" DEEPER THAN ROOT BALLREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.NOT TO SCALE3" THICK LAYER OF DARK BROWN DOUBLESHREDDED HARDWOOD MULCHTAMP SOIL SOLIDLYAROUND BASE OFROOT BALLDIG WIDE, SHALLOW HOLEWITH TAMPED SIDESONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPE ARCHITECTSET ROOT BALL FLUSH TO GRADEOR SEVERAL INCHES HIGHER INPOORLY DRAINING SOILS.FOLD BURLAP AWAY FROMTOP OF ROOT BALLSET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLEREMOVE THE TOP 1/3 OF THE WIRE BASKET IFPRESENT. ANY AND ALL TWINE SHALL BEREMOVED FROM THE TREE BEFOREBACKFILLING. BURLAP SHALL BE FOLDED BACKINTO PLANTING HOLEDO NOT STAKEOR WRAP TRUNKPREPARED SOIL FOR TREES1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOILUNDISTURBEDSUBGRADEPREPARE WIDTH OFPLANTING HOLE 6 FT ORTWICE THE WIDTH OFTHE ROOT BALL;WHICHEVER IS GREATERLANDSCAPE SPECIFICATIONS1. SCOPE OF WORK:THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOILPREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BYTHE GENERAL CONTRACTOR.2. MATERIALSA.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATEDEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGEBETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLEMATTER AND CLAY CLODS.C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, ORAS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THEPERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.D.MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDEDBLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDEDDARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.E.FERTILIZER1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARDBAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN AWEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BYA CERTIFIED SOIL LABORATORY.F.PLANT MATERIAL1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FORNURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPEASSOCIATION.1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALLPLANT MATERIAL.1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEASTONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼",WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITHWIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OFGROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OFDISEASE, INSECTS, PESTS, EGGS OR LARVAE.1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIXINCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE.IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THECALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THELONGEST BRANCH.1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.3. GENERAL WORK PROCEDURESA.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPECONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRISSHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.4. SITE PREPARATIONSA.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUGOUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OFANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARESMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOILSHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON AREGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALLNOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDEDTO PREVENT SHOCK OR DECLINE.C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIORTO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYSPRIOR TO THE BEGINNING OF WORK.5. TREE PROTECTIONA.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREEPROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OFCONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORESTRICT TREE PROTECTION ZONE SHALL BE HONORED.B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', ORAPPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREEPROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATEDWITHIN THE TREE PROTECTION DETAIL.C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVINGAGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCINGALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR ANDMAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFTSTANDING IN THE TREE PROTECTION ZONE.6. SOIL MODIFICATIONSA.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TOTHE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTEDBY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSISPERFORMED BY A CERTIFIED SOIL LABORATORY.1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANICMATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALLPRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAFOR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDINGCOMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BEUSED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDEDCLAY LOAM UP TO 30% OF THE TOTAL MIX.7. FINISHED GRADINGA.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THESITE.B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEENESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOILTHICKNESS (1"±).C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPTCHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTEDBY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN ANDAROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.8. TOPSOILINGA.CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THELOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPAREDSURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAYBE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITETOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTEDTHROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALSSECTION ABOVE.D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSEDFROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORKPROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWODIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIPE.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.9. PLANTINGA.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENTTHAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTSTHAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITHTOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHENWEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTINGUTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLSDURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDEDDOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVALOF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THEAPPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD ASFOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THEFOLLOWING PLANTING SEASONS:1.1.PLANTS: MARCH 15 TO DECEMBER 151.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXTAPPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVINGAGENCY FOR POTENTIAL SUBSTITUTIONS.H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITHTRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH ISGREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTINGSEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIESI.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITHTHE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:·1 PART PEAT MOSS·1 PART COMPOSTED COW MANURE BY VOLUME·3 PARTS TOPSOIL BY VOLUME·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNKJ.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL ANDWATER THOROUGHLY.K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLAREBEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOPOF THE ROOT BALL.L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINEDTO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOILPRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENTCHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROMEXISTING STRUCTURES AND SIDEWALKS.O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BEDAREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THEWATERING SPECIFICATIONS AS LISTED HEREIN.10. TRANSPLANTING (WHEN REQUIRED)A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREESGREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THEMUNICIPALITY'S TREE REPLACEMENT GUIDELINES.11. WATERINGA.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TOTHE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALLCONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLEON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDEDFOR ALL NEWLY PLANTED TREES.C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANTMATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OFMAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.12. GUARANTEEA.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVALOF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH AMAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BERELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEENCOMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANYDEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUTTHE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THEPREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOODCONDITION AND FREE OF INSECTS AND DISEASE.D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHEROPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.13. CLEANUPA.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THECONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVEDAREAS ARE TO BE CLEANED.B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNEROR AUTHORIZED REPRESENTATIVE.SEEDING SPECIFICATIONS1.MATERIAL:1.1.SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND ATTHE SPECIFIED COMPOSITION:1.1.1.80% - TURF TYPE TALL FESCUE SEED1.1.2.10% - KENTUCKY BLUEGRASS SEED1.1.3.10% - ANNUAL RYE GRASS SEED1.2.INSTALLATION RATES:1.2.1.SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF1.2.2.LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED ATSPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE(46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.1.2.3.FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT ARATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)1.2.4.LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBSPER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION ANDINITIAL ESTABLISHMENT.1.2.5.MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT ARATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT ITCOMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLETHROUGH THE STRAW LAYER.2.EXECUTION AND PREPARATION:2.1.A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDSAND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TOAGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OFAGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THEGROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDINGTO SOIL ANALYSIS.2.2.ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFOREPLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVEHERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALLWEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEWSEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TOPLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGEPROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANICDEBRIS ARE PRESENT ON THE INSTALLATION AREAS.2.3.PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKEDOF ALL DEBRIS LARGER THAN 2" DIAMETER.2.4.AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURFROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPSACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OFCOMPACTION.3.INSTALLATION:3.1.STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONSAND RECOMMENDATIONS.3.2.EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TOHOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.HYDROSEEDING MAY ALSO BE PERFORMED WITH THEENGINEER/ARCHITECT'S APPROVAL.3.3.SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATINGDIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.3.4.LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TOAREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION ANDVEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BEAPPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT ARATE OF 80LBS PER ACRE.3.5.FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THERECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NOSOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZERAT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).3.6.A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OFSEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHINGAND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW RECPRODUCT MANUFACTURER RECOMMENDATIONS.)4.MAINTENANCE4.1.FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREASIF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OFSEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS AREVISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIERAPPLICATION RATES.4.2.REPAIR ALL SEED WASHINGS AND EROSION.CONSTRUCTIONNOT APPROVED FORREVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4A AND 4B FINAL SITE PLAN\V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 6.12.18 @ 9:57 AM LAST SAVED BY: EVAN.NEWMANV152000MEGRTY6/8/18 0FINALSITE PLANROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TM28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.comSUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES TM THE INFORMATION AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2016 BOHLER ENGINEERING NEW ENGLAND UPSTATE NEW YORK NEW YORK, NY LEHIGH VALLEY, PA SOUTHEASTERN, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIANEW JERSEY REHOBOTH BEACH, DE SOUTH FLORIDA BOSTON, MA PHILADELPHIA, PA NEW YORK METRO ATLANTA, GA DALLAS - FT. WORTH, TXLic. No.RYAN YAUGER04020566256/8/18BROOKHILLSECTION 1BLOCK 4A AND 4BAPARTMENTSN/ASD C-906LANDSCAPEDETAILS FOR INFORMATION ONLYC-907ARCHER AVE INTERSECTION 1 NORTH SIGHT DISTANCEARCHER AVE INTERSECTION 1 SOUTH SIGHT DISTANCESIGHT DISTANCEPROFILE ARCHERAVE NORTH ANDSOUTH FOR INFORMATION ONLYC-908