Loading...
HomeMy WebLinkAboutSDP201800021 Plan - Revision 2018-05-30PREPARED 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: V152000DATED: JUNE 15, 2015(REVISED JUNE 27, 2016)(APPROVED NOVEMBER 9, 2016)ROAD IMPROVEMENTS PLAN:PREPARED BY: BOHLER ENGINEERINGPROJECT NUMBER: V152000DATED: OCTOBER 26, 2017(REVISED MARCH 7, 2018)VIRGINIA STORMWATER MANAGEMENT PLAN:PREPARED BY: BOHLER ENGINEERINGPROJECT NUMBER: WPO201700037DATED: JULY 27, 2075(REVISED: SEPTEMBER 27, 2017)GOVERNING 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-106EXISTING CONDITIONS & DEMOLITION PLANC-201 - C-202SITE PLANC-301 - C-302GRADING PLANC-401 - C-402UTILITY PLANC-501 - C-502OVERALL LANDSCAPE PLANC-700LANDSCAPE PLANC-701 - C-702LIGHTING PLANC-703 - C-704ROAD 1B PLAN AND PROFILEC-801CONSTRUCTION DETAILSC-900 - C-901LANDSCAPE DETAILSC-902WATER AND SEWER UTILITY DETAILSC-903 - C-904FORBROOKHILLBLOCK 3A(ICE RINK)28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321www.BohlerEngineering.com¨¨INITIAL SITE PLANCONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 5.29.18 @ 12:44 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 29 SEMINOLE TRAIL RDAND STATE ROUTE 643POLO GROUNDS ROADCHARLOTTESVILLEALBEMARLE COUNTY, VA 15/25/18RTYCOUNTY COMMNETSKNOW 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 YAUGER04020566255/25/18¨OWNER:RIVERBEND MANAGEMENT321 EAST MAIN STREET, SUITE 201CHARLOTTESVILLE, VA 22902(434)245-4932CONTACT: ALAN TAYLOR¨APPLICANT:RIVERBEND MANAGEMENT321 EAST MAIN STREET, SUITE 201CHARLOTTESVILLE, VA 22902(434)245-4932CONTACT: ALAN TAYLORAS NOTEDSD C-100COVER SHEET¨¨TAX MAP PARCELS04600-00-00-00180004600-00-00-0018A004600-00-00-00190004600-00-00-019A004600-00-00-019B104600-00-00-019B3 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 FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:33 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18N/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#NUMBER 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 FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:33 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18N/ASD C-102GENERALNOTESGENERAL 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.ZONING AND SITE TABULATIONSPARCEL:04600-00-00-001800, 04600-00-00-0018A0,04600-00-00-001900ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENTASSOCIATED PLANS:BROOKHILL ZONING MAP AMENDMENT APPLICATION PLAN- JUNE 15, 2015MAGISTERIAL DISTRICT:RIVANNA DISTRICTPROPOSED USE:MIXED USE DEVELOPMENT- BROOKHILL NEIGHBORHOOD MODEL DISTRICT (NMD)TOTAL SITE AREA:277.5 ACRESLIMITS OF DISTURBANCE:299,804 SF ≈ 6.90 ACRESTOTAL BLOCK 3 AREA (PROPOSED):222,474 SF ≈ 5.11 ACRES (APPROXIMATE)BLOCK 3 AREA (APPROVED):252,648 SF = 5.80 ACRESPROPOSED IMPERVIOUS COVER:± 2.71 AC (APPROXIMATE)MINIMUMMAXIMUMPROVIDEDBUILDING YARD SETBACKS:FRONT5' 25'N/ASIDE5' N/AN/AREAR10' N/AN/AOFF-STREET PARKING/LOADING SPACE YARD SETBACKS:ACCESSORY USESIDE, REAR6' FROM R/WN/AFRONTFRONT OF BUILDINGN/APRIMARY USESIDE, REAR6' FROM R/WN/AFRONT10' FROM R/WN/APARKING TABULATION:REQUIREDPROVIDEDREQUIREMENT1 SPACE/ 200 SF RINK AREA92 SPACES (INCLUDING ADA SPACES)16,327 SF RINK AREA = 82 SPACESHANDICAP SPACES4 SPACES (1 VAN SPACE)4 SPACESMAXIMUMPROVIDEDHEIGHT OF ALL STRUCTURES:60' MAX FOR BUILDINGSLESS THAN 35'4 STORIES OR FEWER (BY RIGHT);70' FOR 5 STORY BUILDINGSWITH SPECIAL EXCEPTIONTREE CANOPY AREA:1,868 SF.2,336 SF.LANDSCAPE PLAN REQUIRED:YES CONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:33 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18N/ASD C-103APPROVEDPROFFERS N/ASD C-104APPROVEDPROFFERSCONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:33 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18 AS NOTEDPH C-105PHASING PLANAPPROVED BROOKHILL DEVELOPMENTLAND USE MAPFROM CODE OF DEVELOPMENTJUNE 2016-FOR REFERENCE ONLY-CONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000PH0.DWG PRINTED BY: MGIBSON 5.25.18 @ 5:01 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18NOT TO SCALE BLOCK 17BLOCK 18BLOCK 16BLOCK 14BLOCK 15BLOCK 13BLOCK 12BLOCK 11BLOCK 9BLOCK 10LEGENDSECTION 1 DELINEATIONBLOCK DELINEATIONFUTURE BLOCK DELINEATIONU.S. ROUTE 29 SEMINOLE TRAILROUTE POLO GROUNDSSTATE643BLOCK 1BLOCK 3BBLOCK 3ABLOCK 2BLOCK 5BLOCK 7BLOCK 6BLOCK19BLOCK 8ABLOCK 8BBLOCK 4ABLOCK 4BBLOCK 4CCONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000PH0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:34 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/181"=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.)1NEIGHBORHOODSERVICE CENTER12.02URBAN DENSITY6.33URBAN DENSITY5.85.13AURBAN DENSITY3.33BURBAN DENSITY1.84URBAN DENSITY27.421.64AURBAN DENSITY11.004BURBAN DENSITY10.305NEIGHBORHOODDENSITY12.36NEIGHBORHOODDENSITY7.27NEIGHBORHOODDENSITY20.68NEIGHBORHOODDENSITY25.824.768ANEIGHBORHOODDENSITY17.608BNEIGHBORHOODDENSITY7.179NEIGHBORHOODDENSITY11.410NEIGHBORHOODDENSITY8.111NEIGHBORHOODDENSITY13.912NEIGHBORHOODDENSITY9.913NEIGHBORHOODDENSITY13.114NEIGHBORHOODDENSITY10.115NEIGHBORHOODDENSITY21.016NEIGHBORHOODDENSITY11.517NEIGHBORHOODDENSITY19.118NEIGHBORHOODDENSITY38.819NEIGHBORHOODDENSITY3.2 STELLA LANE ROAD ALIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEOVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE 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\ICEPARK - INITIAL SITE PLAN\V152000EP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:35 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/181"=30'EP C-201EXISTINGCONDITIONS &DEMOLITIONPLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530MATCHLINE - SHEET C-202 LIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCEOVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE 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\ICEPARK - INITIAL SITE PLAN\V152000EP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:35 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/181"=30'EP C-202EXISTINGCONDITIONS &DEMOLITIONPLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530MATCHLINE - SHEET C-201 STELLA LANE ROAD ALIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCESAN03SAN02SAN01SAN04WAT20'PROP.5' SIDEWALKPROP.5' SIDEWALKROAD 1BROAD 1B30'PROP.TRASHENCLOSURE15'R15'R15'R15'R15'R15'R5'5'30'6' 6'PROP. DR IVEWAY 40'15'15'24'8'R8'RPROP. CG-6PROP. CG-6PROP. CG-6PROP. CG-6PROP. CG-6PROP. CG-654' 54'PROP. ROW.PROP. ROW.PROP. ROW.15' R 15' R 45'R 30'R 5'PROP.STOP BARPROP. "STOP"SIGN (TYP.)5' 6'10+0011+0012+0013+0014+0015+0016+0017+0010+5011+5012+5013+5014+5015+5016+50PROP.CG-12B(TYP.)PROP.CG-12B(TYP.)OVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE 1"=30'SP C-301SITE PLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530CONSTRUCTIONNOT 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\ICEPARK - INITIAL SITE PLAN\V152000SP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:36 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18MATCHLINE - SHEET C-302 LIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCESTMA-05STMA-06STMA-07STMA-09STMA-08SAN05SANCO-2SAN06SANCO-1SAN04WAT20'WAT20'WAT20'9'(TYP)PROP.STOP BAR269888888PROP. "STOP"SIGN (TYP.)9'(TYP)9'(TYP)9'(TYP)9'(TYP)9'(TYP)24'18'24'18'4'18'18'18'18' 254.5'138.5'93.9'10'12.9'12.9'8'5'8'5'11'5'8' 5'5'20.2'48.7'26'18'118.3'24'12.9'PROP. TRAFFICBARRICADEROAD 1B9'(TYP)24'24'PROP. "ADA"SIGN (TYP.)16' 30'PROP.TRASHENCLOSURE5'R3'R3'R5'R5'R3'R5'R3'R5' R15'R5'R15'R15'R15'R15'R15'R265'R15'R15'R235'R15'R26'30'18'26'15'R6'PROP. TRAFFICBARRICADE18'9'(TYP)PROP. DRIVEWAY932' R250'15'24'9'9'9'5' 5'6'14.6'5.5'R5.5'R 15'5'8'22.4'14'19'ICE RINK34,000 S.F.1 STORY35' MAX PROP. HEIGHT6.4'R5'R3'R5'R3'RPROP. CG-6PROP. CG-6PROP. CG-6PROP. CG-6PROP. CG-6PROP.CG-6161.9'6.4'R6.4'R6.4'R6.4'R6.4'R3'R 210.8'15'80.2'15'123.2'14' 51.2'10'22'12'5'R15'R10'R15'RPROP. PAVED FIREACCESS DRIVEPROP. PAVEDSERVICE ACCESSDRIVE1 5 'R40'R2 0 'R62'RCOOLINGTOWERDEHUMIDIFIER6'54'PROP. ROW.PROP. ROW.PROP. ROW.25'R12'RPROP. STREETLIGHT (TYP.)PROP. STREETLIGHT (TYP.)PROP. WALLMOUNTEDLIGHT (TYP.)5'5'6'16+0017+0018+0015+5016+5017+5018+503'12'PROP.CG-12B(TYP.)OVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE 1"=30'SP C-302SITE PLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530CONSTRUCTIONNOT 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\ICEPARK - INITIAL SITE PLAN\V152000SP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:37 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18MATCHLINE - SHEET C-301 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWS S S S S SSSSSSSSS S S S S S S S SSSSSSSSSSSSSSSSSSSSAN03SAN02SAN01SAN20'SAN20'SSAN04SAN20'STELLA LANE ROAD ALIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEPROP. ROW.PROP. ROW.PROP. ROW.PROP.CG-12B(TYP.)PROP.CG-12B(TYP.)44 4 444 456452 428430432434436438442444446 4 4 8440438 448448444448RIDGE45 0 44 8450 446446450 45044644 6 G/HP 443.92TC 449.88TC 450.18TC 451.03MATCHEP 454.20 ±MATCHEP 454.20 ±TC 450.89TC 449.89G 450.75G 450.15G 451.12TC 448.08TC 446.75TC 447.51TC 447.01TC 448.08TC 445.91TC 447.53TC 447.35TC 442.34MATCHEP 442.10 ±MATCHEP 440.93 ±TC 441.26TC 449.07G 455.65G 455.45G 455.59G 455.77G 450.53TC/G 450.80TC/G 450.69G 451.48TC/G 450.09TC/G 450.20TC 449.69G 449.24G 449.74TC 449.79TC 450.05TC 449.95G 450.00G 447.20G 447.70TC 447.75TC 447.65TC 446.93G 446.45G 446.95TC 446.98TC 447.37G 446.92G 447.42TC 447.47TC 447.28TC 447.16G 446.73G 447.23G 450.31OVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE 1"=30'GP C-401GRADING PLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530CONSTRUCTIONNOT 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\ICEPARK - INITIAL SITE PLAN\V152000GP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:38 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18MATCHLINE - SHEET C-402 W W W W W W W W W W W W W W W W W W WLWLWLWLWLWLWLWWWWWWWWWWWWWWWW W WWWWWWWWWWWWWWWWW WLWLWLWLWLWLWLWWWWWWWWWWLSTMA-05STMA-06STMA-07STMA-09STMA-08SSSSSSSSS S S S S SLSLSLSLSLSAN05SANCO-2SAN06SANCO-1SAN20'SSSSSSSSSAN04SAN20'WL LIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCEICE RINK34,000 S.F.1 STORY35' MAX PROP. HEIGHTPROP. ROW.PROP. ROW.PROP. ROW.PROP. STREETLIGHT (TYP.)PROP. STREETLIGHT (TYP.)PROP. WALLMOUNTEDLIGHT (TYP.)PROP.CG-12B(TYP.)RIDGERIDGE RIDGERIDGE446444444 FF 445.00444428430432434436438442444 444444446444 4 4 4 442 442448 446446 RIDGE438436438440442440440 EP 445.30TC 445.80EP 443.90EP 446.57TC 446.90RIM 444.18TC 444.42TC 445.90TC 446.90G 444.13HP/TC 444.85TC 444.80TC 444.33TC 444.50TC 444.00TC 444.20TC 443.85TC 443.92TC 444.03TC 443.29TC 443.49HP/TC 443.75TC 444.80TC 444.26TC 443.94TC 441.80RIM 443.12RIM 442.89G/HP 443.92TC 444.02TC 444.06TC 443.72TC 443.72EP 443.07G 445.00G 444.85G 444.65G 444.75G 444.75G 443.67G 442.84G 443.45G 442.62TC 441.93TC 441.84TC 440.90TC 440.13TC 440.13G 445.00G 444.55TC 448.08TC 446.75TC 447.51TC 447.01TC 448.08TC 445.91TC 447.53TC 447.35MATCHEP 437.00 ±MATCHEP 436.00 ±TC 444.42TC 444.20RIM 441.58RIM 441.73G 444.95G 444.79G 444.95G 444.95G 442.62TC 443.67G 442.49TC 444.20G 444.95G 444.35TC/G 444.40TC 444.90G 444.93G 444.90G 445.00G 445.00G 444.50G 445.00G 445.00G 445.00HP/TC 443.75G 447.20G 447.70TC 447.75TC 447.65TC 446.93G 446.45G 446.95TC 446.98TC 447.37G 446.92G 447.42TC 447.47TC 447.28TC 447.16G 446.73G 447.23G 442.17G 442.00G 440.35G 440.85TC 440.80TC 441.82G 441.30TC 441.77G 441.80TC/G 441.00G 440.55G 441.05TC 440.70TC 440.90G 441.15G 441.65TC 441.50TC 441.30TC/G 441.60G 444.70G 444.65G 442.00G 442.00TC/G 444.40G 444.50TC 444.90G 445.10TC 444.90G 445.10G 444.21G 444.37G 444.19G 444.11G 444.14G 444.16OVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE 1"=30'GP C-402GRADING PLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530CONSTRUCTIONNOT 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\ICEPARK - INITIAL SITE PLAN\V152000GP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:39 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18MATCHLINE - SHEET C-401 STELLA LANE ROAD ALIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEX. BOV REMOVEDAND W/L EXTENDEDEX. BOV REMOVEDAND W/L EXTENDEDPROP. 10" DIP W/L APROP. 10" DIP W/L APROP. 10" DIP W/L APROP. 10" DIP W/L APROP. 10" DIP W/L AS S S S S SSSSSSSSS S S S S S S S SSSSSSSSSSSSSSSSSSSSAN03SAN02SAN018" DIP SAN 8" DIP SAN8" DIP SAN 8" DIP SAN8" DIP SANSAN20'SAN20'SSAN04SAN20'10+0011+0012+0013+0014+0015+0016+0024+0025+0026+0027+0028+0029+0029+54.7410+5011+5012+5013+5014+5015+5016+5024+5025+5026+5027+5028+5029+50PROP. FHPROP.10" X 6" TEE (3) GVWAT20'ROAD 1BROAD 1BPROP. ROW.PROP. ROW.PROP. ROW.PROP.STOP BARPROP. "STOP"SIGN (TYP.)OVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE CONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000UP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:40 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/181"=30'UP C-501UTILITY PLAN1"=30'0307.51530MATCHLINE - SHEET C-502 1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY. LIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCEW W W W W W W W W W W W W W W W W W WLWLWLWLWLWLWLWWWWWWWWWWWWWWWW W WWWWWWWWWWWWWWWWW WLWLWLWLWLWLWLPROP. 10" DIP W/L APROP. 10" DIP W/L BPROP. 10" DIP W/L A PROP. 10" DIP W/L A PROP. 10" DIP W/L PROP. 10" DIP W/L A PROP. 10" DIP W/L APROP.10" X 4"TEEPROP.4" X 2"REDUCERPROP.10" X 6"TEEPROP. 6" SAN. LAT.PROP. 6" DOMESTICWATER SERVICEPROP. 2" DOMESTICWATER SERVICEPROP. GREASE TRAPPROP.STUBPROP.STUBPROP.22° BENDPROP.10" X 10"TEE (3) GVPROP.10" X 10"TEE (2) GVPROP.90° BENDPROP.WATERMETERSPROP.FHWWWWWWWWWPROP.10" X 6"TEEPROP.45° BENDSPROP. FHWLPROP.10" X 6"TEESTMA-05STMA-06STMA-07STMA-09STMA-0815" RCP 15" RCP 30" RCP 3 0 " R C P 24" RCP SSSSSSSSS S S S S SLSLSLSLSLSAN05SANCO-2SAN06SANCO-18" DIP SAN8" DIP SAN6" DIP SAN6" DIP SAN6" DIP SANSAN20'SSSSSSSSSAN04SAN20'15+0016+0017+0018+00 19+00 20+00 21+00 22+00 23+0024+0025+0015+5016+5017+5018+50 19+50 20+50 21+50 22+5023+5024+5025+50PROP.10" X 6" TEE (3) GVPROP.FHPROP.22° BENDWAT20'WAT20'WL PROP. 6" DIP W/L A1WAT20'PROP. 6" W/LPROP. 2" W/L10+0010+36.9610+0011+0012+0012+03.01 10+5011+50ICE RINK34,000 S.F.1 STORY35' MAX PROP. HEIGHTPROP. ROW.PROP. ROW.PROP. ROW.OVERALL KEY MAPU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANE CONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000UP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:40 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/181"=30'UP C-502UTILITY PLAN1"=30'0307.51530MATCHLINE - SHEET C-501 1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY. WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWS S S S S SSSSSSSSS S S S S S S S SSSSSSSSSSSSSSSSSAN20'SAN20'10+0011+0012+0013+0014+0015+0025+0026+0027+0028+0029+0029+54.7410+5011+5012+5013+5014+5015+5024+5025+5026+5027+5028+5029+50WAT20'444 456452 438442444446 4 4 8440438 44844844444845 0 44 8450 446446450 45044644 6 STELLA LANE ROAD ALIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEPROP. ROW.PROP. ROW.^5 GD^5 GD^10 GD213 LF 5 PROPOSED TREES AT 50 FEET O.C.196 LF 4 PROPOSED TREES AT 50 FEET O.C.482 LF 10 PROPOSED TREES AT 50 FEET O.C.210 LF 5 PROPOSED TREES AT 50 FEET O.C.218 LF 5 PROPOSED TREES AT 50 FEET O.C.91 IGC44 IGC42 IGCU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANEOVERALL KEY MAPCONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000LP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:41 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/181"=30'LP C-701LANDSCAPEPLAN1"=30'0307.515301.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILL DEVELOPMENT, AND IS THE SOUTHWESTCORNER OF THE FULL EXISTING PROPERTY.2.THE CONTRACTOR SHALL REFER TO THE COUNTY OF ALBEMARLE TREE CONSERVATION PLAN CHECKLIST.3.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT,MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNEDMINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.”MATCHLINE - SHEET C-702 32.7.9.6LANDSCAPINGWITHIN APARKING AREAPER ALBEMARLECOUNTY CODEAN AREA OF AT LEAST (5)PERCENT OF THE PAVEDPARKING AND VEHICULARCIRCULATION AREA SHALLBE LANDSCAPED WITHTREES OR SHRUBS.PLANT MATERIALS MAY BE AMIXTURE OF SHADE TEESAND SHRUBS AND SHALLINCLUDE ONE (1) LARGESHADE TREE PER TEN (10)PARKING SPACES.COMPLIESREQUIRED PLANTINGS PER 10 PARKING SPACESNUMBER OF PARKING SPACES: 94CANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:"^" INDICATES PLANT MATERIAL UTILIZED TO FULFILLREQUIREMENT10 (1 / 10 PARKING SPACES)NANANAPROVIDED PLANTINGS PER 10 PARKING SPACESCANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:10NANANACOMPLIANCECALCULATIONS/PROPOSEDREQUIREMENTSSECTIONALBEMARLE COUNTY PARKING AREA COMPLIANCE CHARTINTERIOR PARKING LOT LANDSCAPINGPARKING LOT AREA: 37,373INTERIOR LANDSCAPING (5%): 1,868 REQUIRED 2,336 PROVIDEDLANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMECAL.CONT.SHADE TREESGD29GYMNOCLADUS DIOCUSKENTUCKY COFFEETREE2 1/2-3" CAL.B+BGTIS10GLEDITSIA TRIACANTHOS VAR. INERMIS 'SHADEMASTER'SHADEMASTER HONEYLOCUST2 1/2-3" CAL.B+BSUBTOTAL:39EVERGREEN SHRUBSIGC265ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY24-30"#5 CANSUBTOTAL:265SYMBOL W W W W W W W W W W W W W W W W W W WLWLWLWLWLWLWLWWWWWWWWWWWWWWWW W WWWWWWWWWWWWWWWWW WLWLWLWLWLWLWLWWWWWWWWWWLSSSSSSSSS S S S S SLSLSLSLSLSAN20'SSSSSSSSSAN20'WAT20'WAT20'WL WAT20'446444444444428430432434436438442444444 444446444 4 4 4 442 442448 446446438436438440442440440 LIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCE2698888889ICE RINK34,000 S.F.1 STORY35' MAX PROP. HEIGHTPROP. ROW.PROP. ROW.PROP. ROW.PROP. STREETLIGHT (TYP.)PROP. STREETLIGHT (TYP.)PROP. WALLMOUNTEDLIGHT (TYP.)^1 GTIK^2 GTIK^2 GTIK^2 GTIK^2 GTIK^1 GTIK^5 GD^5 GD^4 GD^10 GD213 LF 5 PROPOSED TREES AT 50 FEET O.C.196 LF 4 PROPOSED TREES AT 50 FEET O.C.40 IGC91 IGC42 IGC42 IGCU.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANEOVERALL KEY MAPCONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000LP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:42 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/181"=30'LP C-702LANDSCAPEPLAN1"=30'0307.51530MATCHLINE - SHEET C-701 32.7.9.6LANDSCAPINGWITHIN APARKING AREAPER ALBEMARLECOUNTY CODEAN AREA OF AT LEAST (5)PERCENT OF THE PAVEDPARKING AND VEHICULARCIRCULATION AREA SHALLBE LANDSCAPED WITHTREES OR SHRUBS.PLANT MATERIALS MAY BE AMIXTURE OF SHADE TEESAND SHRUBS AND SHALLINCLUDE ONE (1) LARGESHADE TREE PER TEN (10)PARKING SPACES.COMPLIESREQUIRED PLANTINGS PER 10 PARKING SPACESNUMBER OF PARKING SPACES: 94CANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:"^" INDICATES PLANT MATERIAL UTILIZED TO FULFILLREQUIREMENT10 (1 / 10 PARKING SPACES)NANANAPROVIDED PLANTINGS PER 10 PARKING SPACESCANOPY TREES:UNDERSTORY TREES:SHRUBS:EVERGREEN TREES:10NANANACOMPLIANCECALCULATIONS/PROPOSEDREQUIREMENTSSECTIONALBEMARLE COUNTY PARKING AREA COMPLIANCE CHARTINTERIOR PARKING LOT LANDSCAPINGPARKING LOT AREA: 37,373INTERIOR LANDSCAPING (5%): 1,868 REQUIRED 2,336 PROVIDEDLANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMECAL.CONT.SHADE TREESGD29GYMNOCLADUS DIOCUSKENTUCKY COFFEETREE2 1/2-3" CAL.B+BGTIS10GLEDITSIA TRIACANTHOS VAR. INERMIS 'SHADEMASTER'SHADEMASTER HONEYLOCUST2 1/2-3" CAL.B+BSUBTOTAL:39EVERGREEN SHRUBSIGC265ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY24-30"#5 CANSUBTOTAL:265SYMBOL1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILL DEVELOPMENT, AND IS THE SOUTHWESTCORNER OF THE FULL EXISTING PROPERTY.2.THE CONTRACTOR SHALL REFER TO THE COUNTY OF ALBEMARLE TREE CONSERVATION PLAN CHECKLIST.3.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT,MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNEDMINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.” STELLA LANE ROAD ALIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWS S S S S SSSSSSSSS S S S S S S S SSSSSSSSSSSSSSSSSSSSAN20'SAN20'SSAN20'WAT20'PROP. ROW.PROP. ROW.PROP. ROW.PROP.CG-12B(TYP.)PROP.CG-12B(TYP.)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.10.10.10.10.10.10.20.10.10.20.30.10.20.30.40.20.30.40.70.20.40.61.20.30.50.91.60.30.61.01.70.40.61.01.60.30.61.01.70.30.50.91.60.20.40.71.20.20.30.50.80.20.20.40.50.20.20.30.40.20.20.30.50.20.30.40.60.20.30.61.00.30.50.81.50.30.61.01.70.40.61.11.60.40.61.11.60.30.61.01.70.30.40.81.50.20.30.61.00.10.20.40.60.10.20.20.40.10.10.20.20.10.10.10.10.00.10.10.10.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.0U.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANEOVERALL KEY MAP1"=30'IP C-703LIGHTING PLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530CONSTRUCTIONNOT 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\ICEPARK - INITIAL SITE PLAN\V152000IP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:43 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18MATCHLINE - SHEET C-704 LIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCEW W W W W W W W W W W W W W W W W W WLWLWLWLWLWLWLWWWWWWWWWWWWWWWW W WWWWWWWWWWWWWWWWW WLWLWLWLWLWLWLWWWWWWWWWWLSSSSSSSSS S S S S SLSLSLSLSLSAN20'SSSSSSSSSAN20'WAT20'WAT20'WL WAT20'ICE RINK34,000 S.F.1 STORY35' MAX PROP. HEIGHTPROP. ROW.PROP. ROW.PROP. ROW.PROP. STREETLIGHT (TYP.)PROP. STREETLIGHT (TYP.)PROP. WALLMOUNTEDLIGHT (TYP.)0.00.00.00.00.00.00.00.10.10.10.10.10.10.10.20.20.20.10.10.10.00.00.00.00.00.10.10.10.10.10.10.10.20.20.40.60.70.30.10.10.10.00.00.00.00.10.10.10.10.10.20.20.30.40.60.81.22.01.30.20.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.20.20.20.40.61.42.12.62.52.00.60.30.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.00.00.00.10.10.10.10.20.20.20.20.30.30.40.71.22.03.43.83.02.40.40.30.30.40.80.91.10.90.90.50.40.70.91.11.00.90.50.20.10.00.10.10.10.20.20.30.30.40.40.40.40.50.81.41.82.53.23.92.40.60.30.30.40.81.52.42.01.20.50.40.71.52.62.31.30.50.20.10.00.10.10.20.30.40.50.60.60.60.60.60.71.01.62.12.63.83.33.31.40.50.40.20.10.00.10.20.30.40.60.91.01.01.11.01.01.01.42.12.82.94.23.93.11.80.70.10.10.10.20.30.40.71.21.61.71.71.91.81.61.52.02.62.63.13.62.92.72.11.10.20.20.10.20.40.61.22.02.02.02.02.12.32.42.12.52.53.13.73.73.12.52.11.30.50.50.20.30.50.91.62.02.52.93.13.02.72.62.62.52.73.53.23.33.02.71.81.51.21.10.30.30.61.01.71.92.92.72.92.93.12.52.92.62.83.43.94.42.72.71.71.62.61.40.30.40.61.01.61.93.03.04.42.83.22.42.82.82.93.63.23.03.32.71.91.53.21.50.30.30.61.01.71.92.92.72.73.03.12.52.83.03.03.43.73.63.22.72.31.41.21.10.30.30.50.91.62.02.52.93.02.92.72.62.52.73.33.33.23.13.02.92.21.20.60.70.20.20.40.71.22.02.02.02.02.12.42.52.22.53.33.53.33.33.43.02.01.10.30.30.10.20.30.50.81.21.71.91.92.01.91.82.02.73.03.13.33.33.02.82.21.20.10.10.10.20.20.40.50.81.01.21.31.41.41.51.92.42.83.43.43.53.32.52.11.30.10.10.00.20.20.30.40.60.81.01.11.21.31.42.02.13.03.24.03.73.42.61.91.40.10.10.10.20.20.30.50.70.91.11.21.21.31.42.02.13.03.24.23.93.42.61.91.50.10.10.10.20.30.40.61.01.31.51.61.61.61.72.02.53.03.63.43.53.42.72.21.40.40.40.20.20.30.61.01.62.01.91.82.12.42.22.22.93.23.63.83.83.43.02.41.30.90.90.20.30.50.81.52.12.22.42.52.52.52.72.52.93.93.93.43.33.73.62.31.31.61.20.30.30.61.01.72.02.73.02.83.12.82.62.83.13.53.73.93.83.53.12.51.42.81.50.30.40.61.11.62.03.12.93.72.83.22.53.03.03.23.73.83.73.52.82.31.51.41.20.30.40.61.11.62.03.13.03.92.83.22.53.02.73.13.73.94.13.32.91.91.60.80.90.20.30.61.01.72.02.72.92.53.12.92.62.92.63.03.64.04.23.22.91.91.70.30.30.20.30.40.81.52.12.22.52.62.62.52.72.52.72.93.63.53.43.62.92.31.60.10.10.10.20.30.61.01.71.91.81.72.02.32.12.02.63.13.33.53.43.23.12.71.50.00.10.00.10.20.40.60.91.21.41.51.51.41.31.52.12.93.02.92.93.13.02.41.40.00.00.00.10.20.20.40.50.70.80.80.90.90.91.11.62.02.52.82.72.82.51.71.30.00.00.00.10.10.20.20.30.40.50.50.60.60.70.91.21.42.12.02.72.12.21.41.10.00.00.00.10.10.10.10.20.20.30.30.40.40.50.71.11.21.81.72.21.71.91.31.10.40.30.30.71.13.62.31.41.01.23.72.61.20.40.20.10.00.00.10.10.10.10.10.20.20.20.30.40.60.91.11.41.71.61.71.51.21.00.50.40.30.40.81.41.91.71.31.21.51.91.71.10.50.20.10.00.00.00.00.10.10.10.10.10.20.20.30.40.71.11.11.21.21.21.21.10.70.40.30.20.20.30.30.40.40.50.50.40.40.40.30.20.10.10.00.00.00.00.00.10.10.10.10.10.10.20.30.50.71.00.90.90.91.00.80.50.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.30.40.50.60.70.60.60.40.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.30.30.40.30.30.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0U.S.ROUTE 29 SEMINOLE TRAIL ROAD ASTELLA LANEOVERALL KEY MAPSymbolQtyLabel LumensLLFDescriptionLum. Watts1CN.A.0.980WLS-OSQ-A-4ME-B-40K-BLS 20' MOUNTING HEIGHT866DN.A.0.980WLS-XSPW-A-3FG-U-4K 14' MOUNTING HEIGHT255AN.A.0.980WLS-OSQ-A-5SH-B-40K 20' MOUNTING HEIGHT861BN.A.0.980WLS-OSQ-A-5SH-B-40K 20' MOUNTING HEIGHT86WLS14166 BROOKHILL ICE RINK CHARLOTTESVILLE, VA PM: MARKLuminaire ScheduleCalculation SummaryLabelAvgMaxMinAvg/MinMax/MinPtSpcLrPtSpcTb1010PARKING SUMMARY2.64.40.73.66.31"=30'IP C-704LIGHTING PLAN1.AREA SHOWN IS IDENTIFIED IN THE PROPOSED BROOKHILLDEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THEFULL EXISTING PROPERTY.1"=30'0307.51530CONSTRUCTIONNOT 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\ICEPARK - INITIAL SITE PLAN\V152000IP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:44 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18MATCHLINE - SHEET C-703 STELLA LANE LIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCEICE RINK34,000 S.F.1 STORY35' MAX PROP. HEIGHTPROP.CG-12B(TYP.)PROP.CG-12B(TYP.)44444444 4 444 456452 428430432434436438442444446 4 4 8 4444444404384484484444484 4 2 44245 0 44 8450 446446 45045044644 6 43843643844044244044 0 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0010+5011+5012+5013+5014+5015+5016+5017+5018+5019+50BEGIN CONSTRUCTION ROAD 1BStation=10+59.64' 'END CONSTRUCTION ROAD 1BStation=18+59.36' 'S S S SSSSSS S S S S SSSSSSSSSSSSSSS13+04.85 ROAD 1B10+00 INTERSECTION #115+69.38 ROAD 1B10+00 INTERSECTION #218+29.14 ROAD 1B10+00 INTERSECTION #3DATUM ELEV430.00SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICALROAD - 1B PROFILE44045046044045046010+00441.50441.4510+50441.60441.9611+00442.53 443.30 11+50444.22 445.15 12+00446.09 447.02 12+50447.96 448.89 13+00449.83 450.68 13+50451.23 451.47 14+00451.39 451.00 14+50450.38 449.75 15+00449.11 448.48 15+50447.85 447.21 16+00446.58 445.94 16+50445.31 444.67 17+00444.04 443.40 17+50442.77 442.14 18+00441.50 440.87 18+50440.28 439.88 19+00439.67 439.65 19+50439.71 HIGH POINT ELEV = 451.48HIGH POINT STA = 13+81.50PVI STA = 13+69.50PVI ELEV = 452.43A.D. = 0.98K = 20.00125.52' VCBVCS: 13+06.74 BVCE: 450.08 EVCS: 14+32.26 EVCE: 450.83LOW POINT ELEV = 441.45LOW POINT STA = 10+18.90PVI STA = 10+68.96PVI ELEV = 441.19A.D. = 0.67K = 30.43127.42' VCBVCS: 10+05.24BVCE: 441.48 EVCS: 11+32.67 EVCE: 443.57 LOW POINT ELEV = 439.63LOW POINT STA = 19+14.87PVI STA = 18+77.32PVI ELEV = 439.54A.D. = 0.31K = 32.5690.13' VCBVCS: 18+32.25 BVCE: 440.68 EVCS: 19+22.38 EVCE: 439.64-0.45%3.74%-2.54%0.23%PROP. GRADEPROP. GRADE18+00 PROP STM X-ING 1"=50'PP C-801ROAD 1BPLAN ANDPROFILE1"=50'05012.52550CONSTRUCTIONNOT 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\ICEPARK - INITIAL SITE PLAN\V152000PP0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:45 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18ROAD 1B PLAN VIEWSCALE: 1" = 50' HORZ. 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 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 GRADENOT 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 SCALEHEAVY DUTY ASPHALT PAVEMENT SECTION1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINALDESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE.NOTE:1.5" ASPHALT SURFACE COURSE (SM 9.5A)3" ASPHALT BINDER COURSE (IM 19.0)6" COMPACTED STONE BASE (21-A)COMPACTED SUBGRADE(PER GEOTECHNICAL REPORT)NOT 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:NOT TO SCALEHEAVY DUTY CONCRETE SECTIONNOTE:6x6 WWM (10 GA.)6" CONCRETE6" COMPACTED STONE BASECOMPACTED SUBGRADE(PER GEOTECHNICAL REPORT)1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINALDESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE.1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINALDESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE..N/ASD C-900CONSTRUCTIONDETAILSCONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:45 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18NOT TO SCALETRAFFIC BARRICADE DETAIL10'-0" O.C. MIDDLE UNIT(S)9'-0" O.C. END UNIT(S)44"5'-0" (MIN.) 20"20"1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S).2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER.3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL.4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGHINTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULLLENGTH OF THE BARRICADE.5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2)-38 IN. X 6-12 IN. CARRIAGEBOLTS OR WITH (2)-716 IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWSARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS.6)WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OFTHE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY.7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT ANDAUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OFTHE BARRICADE.NOTES:4"x4" POSTS, 8'-0" LONG8" MIN. TO 12" MAX. RAIL W/ 6"STRIP AND 6" SPACE @ 45°FINISHED GRADE N/ASD C-901CONSTRUCTIONDETAILSNOT 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 CONCRETEW/ 5"X 5"X 1/4" CAP PLATESEE SECTION "A"#5 BARS CONT. TOPPAVEMENT SURFACEEMBEDDED 12" INTO FOOTINGTRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH.TRASH ENCLOSURE DETAIL32" O.C.VERTICAL#5 BARS(SEE SECTION "A")7" THK. P.C.C. PAD W/ 6X6-10/10W.W.M. ON 6" AGG. BASE & 12" WIDEFTG. AROUND PERIMETER OF SLABWALL FTG. BEYONDPAINT INSIDE TO MATCHBLDG.- EPOXY PAINT(BOX RIB)& PAINTED METAL GATE.18 GA. CLEANED, PRIMED5"X 5"X 1/4" STEELTUBE EMBEDDED 12" INTO FOOTING.& BOTTOMAS SPECIFIEDSEE JAMB DETAIL AT RIGHTELEVATIONPLAN VIEW1'-6"6"6'-0"1'-0"12'-0"NOTE:NOT TO SCALE7" THK. P.C.C. SLABW/ 6"X 6"-10/10 W.W.M. ON 6" AGG.BASE.1 1/2"X 1 1/2"X 3/16" METALANGLE DIAGONAL BRACESECTION "A"JAMB DETAIL1'-4"6"1'-6"3/8" DIA. BAR 8"X 2"5"X 5"X 1/4" STEEL TUBE2 PAIR McKINNEY T4B37813"X 4"X 1/4" METAL ANGLEFRAME 4 SIDES EA. GATE1" X 18 GA. METAL DECK1/2" DIA.X 8" BARREL BOLT LOCK (ONE GATE)WELDED TO STEELTUBE 16" C.C.8"X 8"X 16"C.M.U. WALLHINGES EA. GATE.18 GA. PAINTED METALGATE (BOX RIB OREXPANDED METAL)PROVIDE 1" DIA. - 6" LONG GALV.PIPE EMBEDDED IN CONCRETEFOR CAMELOT.6" C.F.12'-0"12'-0"(SPLIT FACE BLOCKTO MATCH BUILDING)ONE GATECANE BOLT1/2" DIA. X 12"8 3/4"12"CEMENT PLASTER CROWN8'-0" FROM F.F. ELEV.(2 ROWS)ALTERNATING 4" X 4"BLACK & WHITE CER TILESW/ 3/4" PLASTER J-BEADSEACH SIDE OF TILESINGLE 8" KNOCK-OUT BLOCK W/ CONT. #5 HORIZ.(OPENING FOR TILE)CONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:45 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18 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 FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:45 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18N/ASD C-902LANDSCAPEDETAILS CONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000OD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:46 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18AS SHOWNOD C-903WATER ANDSEWER UTILITYDETAILS CONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:PROJECT:H:\15\V152000\DRAWINGS\PLAN SETS\ICEPARK - INITIAL SITE PLAN\V152000OD0.DWG PRINTED BY: MGIBSON 3.30.18 @ 1:46 PM LAST SAVED BY: MGIBSONV152000MEGRTY03/29/18 0INITIALSITE PLANBROOKHILLTOWN CENTERICE RINKROUTE 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 YAUGER04020566253/29/18AS SHOWNOD C-904WATER ANDSEWER UTILITYDETAILS