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HomeMy WebLinkAbout25-22 Site PlanSH A D Y E L M R DRENAISSANCE DRIVECOVERSHEETC-101CNDS- OWNER/APPLICANTRENAISSANCE 65 LC & RENAISSANCE 35 LCC/O THE PETERSON COMPANIES12500 FAIR LAKES CIRCLE, SUITE 400FAIRFAX, VA 22033REFERENCES¨ALTA/NSPS LAND TITLE SURVEYTITLED:"RENAISSANCE WINCHESTER,BACK CREEK MAGISTERIAL DISTRICT,FREDERICK COUNTY, VIRGINIA"PREPARED BY: BOHLERPROJECT NUMBER: SS212092DATED: 12/09/21¨GEOTECHNICAL REPORTTITLED: "SHADY ELM"PREPARED BY: GEO-TECHNOLOGY ASSOCIATED,INC (GTA)DATED: 11/01/2021GTA JOB No: 31210950¨RENAISSANCE DRIVE EXTENSION PLANTITLED: "RENAISSANCE DRIVE EXTENSION,RENAISSANCE DRIVE, WINCHESTER, VIRGINIA"208 CHURCH STREET, SELEESBURG, VA 20175PREPARED BY: PENNONI ASSOCIATES, INC.DATED: 05/28/21¨ROUGH GRADING PLANPREPARED BY BOHLERENTITLED: "SHADY ELM PROPERTY"APPROVED ON: 01/21/22¨GENERALIZED DEVELOPMENT PLANPREPARED BY PENNONI ASSOCIATED, INCENTITLED: "ARTILLERY BUSINESS CENTER"DATED: 12/8/15¨PROFFER STATEMENTPROJECT NAME: "ARTILLERY BUSINESS CENTER"ORIGINAL PROFFER DATE: 02/07/08REVISED THROUGH: 09/02/15¨MASTER DEVELOPMENT PLANPROJECT NAME: #05-22: "SHADY ELM PROPERTY"REV. TO MDP #03-08 TO IMPLEMENT REZ #09-15APPLICATION DATE:07/07/2022¨REZONING APPLICATIONSREZ #08-07, REZ #09-15, REZ #03-08GOVERNING AGENCIES¨PLANNING, ZONING AGENCY FREDERICK COUNTY DEPARTMENT OF PLANNINGAND DEVELOPMENT107 N KENT STREET WINCHESTER, VA 22601 PHONE: (540) 665-5651¨BUILDING DEVELOPMENTFREDERICK COUNTY BUILDING INSPECTIONS107 N KENT STREET WINCHESTER, VA 22601PHONE: (540) 665-5650¨FIRE DEPARTMENTFREDERICK COUNTY FIRE & RESCUE 1080 COVERSTONE DRIVE WINCHESTER, VA 22602 PHONE: (540) 665-5618ROW JURISDICTION¨TRAFFIC, STORMWATER, WATER &SEWERFREDERICK COUNTY PUBLIC WORKS 107 N KENT STREET WINCHESTER, VA 22601 PHONE: (540) 665-5643UTILITIES¨FREDERICK WATER FREDERICK COUNTY SANITATION AUTHORITY315 TASKER ROAD STEPHENS CITY, VA 22655 PHONE: (540) 868-1061¨WASHINGTON GAS PHONE: (540)869-1111¨SHENANDOAH VALLEY ELECTRICCOOPERATIVE PHONE: (540) 434-2200¨VERIZON PHONE: 804-608-5640THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER DOES NOT CERTIFY THEACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS.PLAN REFERENCES AND CONTACTSSITE PLANSHADY ELM PROPERTY#25-22LOCATION OF SITEPROPERTY ID: 75 ((A)) 1 , ZONE: M1553 SHADY ELM ROADWINCHESTER, VIRGINIA 22602INSTR # 220001592BACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTYFORPREPARED BYLOCATION MAPCOPYRIGHT 2016MICROSOFT CORPORATIONSCALE: 1" = 2,000'SITE DATAADDRESS553 SHADY ELM ROADJURISDICTIONFREDERICK COUNTY, VAZONINGM1 LIGHT INDUSTRIALPROPOSED USESTORAGE WAREHOUSE AND STORAGE OF TRACTOR TRAILERSSITE AREA45.01 ACRESLIMITS OF DISTURBANCE35.85 ACRESPARKING REQUIREMENTSREQUIREDPROPOSED WAREHOUSE/INDOOR STORAGE(1.5 PER EMPLOYEE + 1 FOR EACHCOMPANY VEHICLE)1.5 X (NUMBER OF ANTICIPATEDEMPLOYEES) = 1.5 X 300EMPLOYEES = 450 SPACES450 EMPLOYEE PARKINGSPACES ADA(2% OF TOTAL PARKING SPACES)(0.02)X(450 PARKING SPACES) = 915 SPACES(INCLUDING 6 VAN SPACES)LOADING REQUIREMENTSREQUIREDPROPOSED 1 FOR EACH 40,000 SF OF FLOORAREA563,019 SF / (40,000 SF / LOADINGSPACE) = 14 LOADING SPACES143 LOADING SPACESSETBACK REQUIREMENTSREQUIREDPROPOSED FRONT (WEST)75'111' FRONT (SOUTH)75'96.2' SIDE (NORTH)25'109.4' REAR (EAST)25'303'BUILDING AREAN/A562,519 SFMAX. FLOOR AREA RATIO (FAR)0.4562,519 / 1,960,636 = 0.29PER SITE DEVELOPMENT PROFFER 2.3: DEVELOPMENT OF THE PROPERTY SHALL NOT EXCEED 0.4 FLOOR AREA RATIO (FAR).MAX. BUILDING HEIGHT60'MAX. 60'OPEN SPACE RATIOMINIMUM 15%544,993.67 / 1,960,635.60 = 27.8%TOTAL SHEETS: 93SHEET INDEXSHEET TITLESHEET NUMBERCOVER SHEETC-101GENERAL NOTESC-102GENERAL NOTES AND LEGENDC-103OVERALL EXISTING CONDITIONS & DEMOLITION PLANC-201EXISTING CONDITIONS & DEMOLITION PLANC-202 - C-205OVERALL SITE PLANC-301SITE PLANC-302 - C-305OVERALL FIRE MARSHAL PLANC-306FIRE MARSHAL PLANC-307 - C-310PAVING PLANC-311TRUCK TURN PLANC-312 - C-313OVERALL GRADING PLANC-401GRADING PLANC-402 - C-405EXISTING ENTRANCE ROAD PROFILESC-406OVERALL UTILITY PLANC-501UTILITY PLANC-502 - C-505SANITARY COMPUTATIONSC-506OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE I (FORINFORMATION ONLY)C-601EROSION AND SEDIMENT CONTROL PLAN PHASE I (FOR INFORMATION ONLY)C-602 - C-606OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE IIC-607EROSION AND SEDIMENT CONTROL PLAN PHASE IIC-608 - C-611EROSION AND SEDIMENT CONTROL NOTESC-612EROSION AND SEDIMENT CONTROL DETAILSC-613OVERALL LANDSCAPE PLANC-701LANDSCAPE PLANC-702 - C-705LANDSCAPE COMPLIANCEC-706LANDSCAPE NOTES AND DETAILSC-707OVERALL LIGHTING PLANC-708LIGHTING PLANC-709 - C-712LIGHTING DETAILSC-713 - C-714SANITARY PROFILESC-801 - C-803WATER PROFILESC-804 - C-808STORM PROFILESC-809 - C-815STORM COMPUTATIONSC-816 - C-818PRE-DEVELOPMENT DRAINAGE PLANC-901POST-DEVELOPMENT DRAINAGE PLANC-902POND #1 CALCULATIONS AND DETAILS (FOR INFORMATION ONLY)C-903 - C-904HYDROCAD ROUTINGS (FOR INFORMATION ONLY)C-905 - C-907BMP COMPUTATIONSC-908CONSTRUCTION DETAILSC-1001 - C-1002FREDERICK WATER DETAILSC-1003GEOTECHNICAL RECOMMENDATIONSC-1101 - C-1102BOUNDARY SURVEY (FOR INFORMATION ONLY)C-1103PROFFERS STATEMENTC-120112825 WORLDGATE DRIVE, SUITE 700HERNDON, VIRGINIA 20170PHONE: (703) 709-9500FAX: (703) 709-9501VA@BOHLERENG.COMCONTACT: MICHAEL O'SHAUGHNESSY, P.E.APPROVED BY THE FREDERICKCOUNTY ZONING ADMINISTRATORSIGNATUREAPPROVAL DATENOTE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.GENERAL NOTE:IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECTWORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TOTHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD INWRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTEACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND INFULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.PROJECT NARRATIVE:THIS PROPOSED SUBJECT PROPERTY IS LOCATED ON ANUNDEVELOPED, RECENTLY ROUGH-GRADED, PARCELFRONTING ON THE EASTERN SIDE OF SHADY ELM ROAD.THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A56,700 SQUARE FOOT, A 106,319 SQUARE FOOT, AND A399,500 SQUARE FOOT INDUSTRIAL BUILDINGS WITHASSOCIATED LOADING AREAS, PARKING AREAS, UTILITIESAND LANDSCAPE IMPROVEMENTS. THE TOTAL DISTURBEDAREA FOR THE CONSTRUCTION ACTIVITY IS ANTICIPATEDTO BE 35.85 ACRES.RESPONSIBLE LAND DISTURBER:NAME: REGISTRATION NO.:DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORH:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - CNDS - 2----->LAYOUT: C-101 - COVER SHEETCB THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:S2120923JBGMO04/18/22-2PROP.SITE PLANDOCUMENTSPROPOSEDDEVELOPMENT553 SHADY ELM ROADWINCHESTER, VIRGINIA 22602FREDERICK COUNTYALWAYS CALL 811It's fast. It's free. It's the law.12REVISION 2 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY04/22/221ST SUBMISSION TOCOUNTYRKMO08/24/22REV. PER COUNTYCOMMENTSPSCB08/24/22NOT APPROVED FORCONSTRUCTION12825 WORLDGATE DR. SUITE 700HERNDON, VIRGINIA 20170Phone: (703) 709-9500Fax: (703) 709-9501VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER Sep 29, 2022 SHADY ELMPROPERTYMICHAEL K.O'SHAUGHNESSYLic. No. 040205077309/29/22NOTE: NO WOODLANDS ARE TO BE DISTURBED RELATING TO THIS APPLICATION.LEGAL DESCRIPTIONALL THAT CERTAIN LOT, PIECE OR PARCEL OF LAND, LYING AND BEING SITUATE IN FREDERICK COUNTY, VIRGINIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:PARCEL CONTAINING 45.0123 ACRES OF LAND, MORE OR LESS, AS SET FORTH ON PLAT ENTITLED "FINAL PLAT DETAIL OF BOUNDARY LINE ADJUSTMENT ANDEASEMENT DEDICATION SHADY ELM SUBDIVISION "FCSA OUTLOT & REMAINDER OF 75-A-" LOT", ATTACHED TO AND RECORDED WITH A "DEED OF BOUNDARY LINEADJUSTMENT AND EASEMENT", RECORDED AS INSTRUMENT NO. 170009618 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA.AND BEING PART OF THE SAME PROPERTY CONVEYED TO VENTURE I OF WINCHESTER, LLC, A VIRGINIA LIMITED LIABILITY COMPANY FROM KATHERINE B. PERRY,TRUSTEE FOR THE MAURICE W. PERRY TRUST, UNDER TRUST AGREEMENT DATED OCTOBER 12, 1990, AND EVELYN L. PERRY, EXECUTRIX OF THE ESTATE OFGARLAND E. PERRY, AND AS TRUSTEE OF TRUST A AND AS TRUSTEE OF TRUST A AND AS TRUSTEE OF TRUST B BY DEED DATED DECEMBER 27, 2006 ANDRECORDED ON DECEMBER 28, 2006 AS INSTRUMENT NO. 060029270 AND BY DEED AND DEED OF BOUNDARY LINE ADJUSTMENT DATED FEBRUARY 5, 2016 ANDRECORDED ON FEBRUARY 19, 2016 AS INSTRUMENT NO. 160001418 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA.ANY STATEMENT IN THE ABOVE LEGAL DESCRIPTION OF THE AREA OR QUANTITY OF LAND IS NOT A REPRESENTATION THAT SUCH AREA OR QUANTITY ISCORRECT. THE COMPANY DOES NOT INSURE THE AREA, SQUARE FOOTAGE, OR ACREAGE OF THE LAND.SHADY ELM PROPERTY08/24/2022BOHLER12,50034.7212,50034.7244 C-102GENERALNOTESCNDS- GENERAL NOTES(Rev. 2/2021)1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALLEXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IFTHE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THATALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATEDIN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BEFOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEWALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECTWORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION.3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD AND BOHLER THAT THE LATEST EDITIONOF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLEAND COMPLETE RESPONSIBILITY.4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NOCONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALLPLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIREDPERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OFAPPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTALENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPERINCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME.6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOSTCURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING ANDFIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD AND BOHLER, INWRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THECONSTRUCTION DOCUMENTS.7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS ANDDIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS.8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THECONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TOPROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TODIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD ANDBOHLER WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTENAUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGSDUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTORPRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGSARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWNMEASUREMENTS FOR LAYOUT OF IMPROVEMENTS.10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THEISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE APART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/ORRECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESSSPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT,DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF AGEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL,COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT.12. ENGINEER OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANYHAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURINGEXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THESTABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COSTAND EXPENSE.14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TOREMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATEMEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TOREMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL ANDDEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS ANDAPPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BEPROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THECOURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATEDWITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ANDMUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTIONAND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCHCONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND INCONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTSASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTIONMANAGER PRIOR TO THE START OF CONSTRUCTION.18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETYJOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BERESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THEENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THEPUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPERWRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND ANDHOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROMOR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD ORCONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNERFAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNERAGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FORAND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATEDTO SAME.21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATIONINSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALLCONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS,PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, ANDITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE(DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUSTFURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TOCOMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETIONOF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLESTEXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS,PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, ANDITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES,TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO,REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BYEMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, INWRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.22. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FORTHE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANYCONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS ANDMETHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS,PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, ANDITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOROF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDINGAND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIREDBY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROLOVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH ANDSAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND,PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICESAND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONALINSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE.24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHERAPPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR ISREQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THECONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITHOTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY ORLIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT,DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICHTHE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING,PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEWPARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIORWRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELYRESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/ORPENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND,INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANDFROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE,AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BEINCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICTACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TOSO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGNFEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES,HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLEFEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETYAND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME.29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITHJURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TOEXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'SSTANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY,INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND BOHLER PARTIESHARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTALPROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTIONACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSEOF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTERRAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TODO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE ENGINEER OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY'OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEEROF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLESTANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANYCIRCUMSTANCES. VIRGINIA, LLCDEMOLITION NOTES(Rev. 2/2021)1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THECONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TOTHEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH ANDACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THECONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES)PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THERIGHT-OF-WAY.3. WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTORMUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THECURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), ANDTHE FEDERAL, STATE, AND LOCAL REGULATIONS.4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFYONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITIONACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS,SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS,METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE ANDCONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTORMUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITEFOR THE CONTRACTOR AND THE PUBLIC.5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT,OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE.THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURESTHAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUSTINCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, ORBETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.6. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THECONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALLOSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITEOR ADJACENT OR NEAR TO THE SAME.7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THEINSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETYFEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTIONACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH AMANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITIONAREA.8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, INWRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS,ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THECONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BECONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMSRESPONDED TO, BY THE ENGINEER OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BEPERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLEFEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS ANDIS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIEDOR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THATTHE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCEWITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES,STATUTES, LAWS, ORDINANCES AND CODES.10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALLPUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, ANDDEMOLITION WORK.B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATIONJURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK.C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, ANDMAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZEDD. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTIONSYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC,SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THELIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THEAPPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVEDDURING ANY DEMOLITION ACTIVITIES.G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY ORPERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THEMETHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. INTHE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITHIMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED ANDABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING"OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TOTHE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NOADDITIONAL COST TO THE OWNER.I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOTADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THECONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, INWRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER, THE DISCOVERY OF SUCHMATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME.11. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OFFOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS INSTRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THEWRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.12. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMITLINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTALAGENCIES WITH JURISDICTION.13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES.BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTEDTO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONSAND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTERDEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHEDSURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FORCOMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THEOWNER.14. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAMAND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OFTHE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTSREQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMICVIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROLMEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION ISCOMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUSTAND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALLADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVEDFROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BEPERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY.17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIESTHAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENTMUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPONCOMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IFENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUINGCONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THECONTRACTOR'S SOLE COST.SOIL EROSION & SEDIMENT CONTROL PLAN NOTES(Rev. 1/2020)1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLYCOMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGEFAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2. EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION ANDSEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTSOTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATEDIN THE EROSION CONTROL CONSTRUCTION NOTES.3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES.4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BEINSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATERWILL BE RETAINED ON-SITE.B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THESITE, TEMPORARY FILL AND SOIL STOCKPILES.C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES AREINSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPEFROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'SRECOMMENDATIONS.6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILTDEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVEANY SILT FROM DROP INLET PROTECTION.7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TOFINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THECONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BESTMANAGEMENT PRACTICES.8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY,INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THESITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THEEROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR ISRESPONSIBLE FOR ALL SUCH COSTS.10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OFCONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION.11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENTVEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION.12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROLFACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERENECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THEINCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPEAND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OROFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITEOBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETEWASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.VIRGINIA35.856"LIGHTING NOTES(Rev. 1/2020)1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THECONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFERTO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIARWITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFICNOTES.2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED INTHE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, ANDALL AGENCY AND GOVERNMENTAL REGULATIONS.3. THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDEDBY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OFLUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THESERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTALGEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN INFOOT-CANDLES (FC).5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEYFUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANINGOF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THEABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVEDDESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMESSOLELY THE OWNER'S.6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM,CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICALENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTIONCONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECTAND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARYTO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCALREGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES ANDAPPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES.7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITHDRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THECOMMENCEMENT OF CONSTRUCTION.8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED ASINDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED.9. ALL LIGHTING SHALL CONFORM TO FREDERICK COUNTY SECTION §165-201.07 AND BE FULLY DOWNCAST,SHIELDED, AND FULL CUTOFF.SITE LAYOUT NOTES(Rev. 1/2020)1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLYCOMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGEFAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL ANDANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOILEROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES'GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OFWAY.3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUALON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS,GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE.4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATETHE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHENDIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED INSTRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.GRADING NOTES(Rev. 2/2021)1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACTDOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLYCOMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGEFAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THERECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICALREPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTENSPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THECONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVEJURISDICTION OVER THIS PROJECT.3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITEMATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEEROF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERTELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATIONOBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THEENGINEER OF RECORD, IN WRITING.5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALSAS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS INSTRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BESUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATEWHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THEBUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONSAND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASEMATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULDSUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BEREMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORKACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THERECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FORROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADINGPLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, INWRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THEPROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.ACCESSIBILITY DESIGN GUIDELINES(Rev. 1/2020)1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THEMORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ.AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH,WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE ANDCONSISTENCY WITH INDUSTRY GUIDELINES.3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTSAND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKINGSPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDINGENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITEDTO THE FOLLOWING:A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR ASSPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOTREDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOTEXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLERAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPERTHAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BEPROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, ANDMUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUSTHAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BEPROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOTEXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHESPREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF1:12 (8.3%).E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OFTRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THISLANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BYACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHERREFERENCES INCORPORATED BY CODE).F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TOACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTINGELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FORACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELYNOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAYOR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTSMUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THEACCESSIBLE GUIDELINES.G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANYNON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEEROF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TOREMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME ISCONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.DRAINAGE AND UTILITY NOTES(Rev.2/2021)1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OFTHE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUSTREFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BEFAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES.2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUSTINDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIESPRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLYVERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTIONPOINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALLDISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD.3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING,BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE,ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUSTUSE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TOLOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALLDAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER ANDAT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITHDAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTINGUNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OFCONSTRUCTION.5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR ISRESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANSFOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOORACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THECONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TOAVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLEFOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OFTHE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS,RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THEUTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE ACONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHEREARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFYTHE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME.7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY ASPER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUSTCOORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOTHAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLEREQUIREMENTS AND SPECIFICATIONS. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FORDESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN ACONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONSOF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONSTHAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BEKEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDETO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYSINCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCEDMUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATEINSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLEDISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCALUTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THEPROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION.12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, ASNECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCEWITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORH:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - CNDS - 2----->LAYOUT: C-102 - GENERAL NOTESCB THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:S2120923JBGMO04/18/22-2PROP.SITE PLANDOCUMENTSPROPOSEDDEVELOPMENT553 SHADY ELM ROADWINCHESTER, VIRGINIA 22602FREDERICK COUNTYALWAYS CALL 811It's fast. It's free. It's the law.12REVISION 2 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY04/22/221ST SUBMISSION TOCOUNTYRKMO08/24/22REV. PER COUNTYCOMMENTSPSCB08/24/22NOT APPROVED FORCONSTRUCTION12825 WORLDGATE DR. SUITE 700HERNDON, VIRGINIA 20170Phone: (703) 709-9500Fax: (703) 709-9501VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER Sep 29, 2022 SHADY ELMPROPERTYMICHAEL K.O'SHAUGHNESSYLic. No. 040205077309/29/22 6C32B14C5B14C14B6CWESNAD83NAD83 C-103GENERALNOTES ANDLEGENDCNDS- PROPOSED NOTECURB AND GUTTERSPILL TRANSITIONDEPRESSED CURB AND GUTTERXTYPICAL NOTE TEXTNEIGHBORINGPROPERTY LINE /INTERIOR PARCEL LINESTANDARD DRAWING LEGENDFOR ENTIRE PLAN SETONSITE PROPERTYLINE / R.O.W. LINEEASEMENTLINESETBACKLINECONCRETE CURB &GUTTERUTILITY POLEWITH LIGHTPOLELIGHTTRAFFICLIGHTUTILITYPOLETYPICALLIGHTACORNLIGHTTYPICALSIGNPARKINGCOUNTSBORINGBENCHMARKCSLWEGOHTORETEPEBSAN#X#SANITARYLABELSTORMLABELSANITARY SEWERLATERALUNDERGROUNDWATER LINEUNDERGROUNDELECTRIC LINEUNDERGROUNDGAS LINEOVERHEADWIREUNDERGROUNDTELEPHONE LINEUNDERGROUNDCABLE LINESTORMSEWERSANITARYSEWER MAINHYDRANTSANITARYMANHOLESTORMMANHOLEWATERMETERWATERVALVEGASVALVEGASMETERTYPICAL ENDSECTIONHEADWALL ORENDWALLGRATEINLETCURBINLETCLEANOUTELECTRICMANHOLETELEPHONEMANHOLEELECTRICBOXELECTRICPEDESTALMONITORINGWELLTESTPITSDSTCBC516.00515.55TC 516.00190CONTOURLINESPOTELEVATIONS187STANDARDABBREVIATIONSFOR ENTIRE PLAN SETAC ACRESADAAMERICANS WITHDISABILITY ACTARCH ARCHITECTURALBC BOTTOM OF CURBBF BASEMENT FLOORBK BLOCKBL BASELINEBLDG BUILDINGBM BUILDING BENCHMARKBRL BUILDING RESTRICTION LINECF CUBIC FEETCL CENTERLINECMP CORRUGATED METAL PIPECONN CONNECTIONCONC CONCRETECPP CORRUGATED PLASTIC PIPECY CUBIC YARDSDEC DECORATIVEDEP DEPRESSEDDIP DUCTILE IRON PIPEDOM DOMESTICELEC ELECTRICELEV ELEVATIONEP EDGE OF PAVEMENTES EDGE OF SHOULDEREW END WALLEX EXISTINGFES FLARED END SECTIONFF FINISHED FLOORFH FIRE HYDRANTFG FINISHED GRADEG GRADEGFGARAGE FLOOR (AT DOOR)GH GRADE HIGHER SIDE OF WALLGL GRADE LOWER SIDE OF WALLGRT GRATEGV GATE VALVEHDPEHIGH DENSITYPOLYETHYLENE PIPEHP HIGH POINTHOR HORIZONTALHW HEADWALLINT INTERSECTIONINV INVERTLF LINEAR FOOTLOC LIMITS OF CLEARINGLOD LIMITS OF DISTURBANCELOS LINE OF SIGHTLP LOW POINTL/S LANDSCAPEMAXMAXIMUMMINMINIMUMMH MANHOLEMJMECHANICAL JOINTOC ON CENTERPA POINT OF ANALYSISPC POINT OF CURVATUREPCCRPOINT OF COMPOUNDCURVATURE, CURB RETURNPI POINT OF INTERSECTIONPOG POINT OF GRADEPROP PROPOSEDPT POINT OF TANGENCYPTCRPOINT OF TANGENCY,CURB RETURNPVC POLYVINYL CHLORIDE PIPEPVIPOINT OF VERTICALINTERSECTIONPVT POINT OF VERTICAL TANGENCYR RADIUSRCP REINFORCED CONCRETE PIPERET WALL RETAINING WALLR/W RIGHT OF WAYS SLOPESAN SANITARY SEWERSFSQUARE FEETSTA STATIONSTM STORMS/W SIDEWALKTBA TO BE ABANDONEDTBR TO BE REMOVEDTBRL TO BE RELOCATEDTBV TO BE VACATEDTC TOP OF CURBTELE TELEPHONETPF TREE PROTECTION FENCETW TOP OF WALLTYP TYPICALUG UNDERGROUNDUP UTILITY POLEW WIDEW/LWATER LINEW/M WATER METER± PLUS OR MINUS° DEGREEØ DIAMETER# NUMBERLOWLOWLODLODLIMIT OF WORKLIMIT OF DISTURBANCEMATCH EX(518.02 ±)CSEDIM COMMON SHARED IEDIM INGRESS-EGRESS PADIM PUBLIC ACCESS PUDIM PUBLIC UTILITY SANDIM SANITARY SEWER SIDIM SIGHT DISTANCE STMDIM STORM DRAIN -VAR VARIABLE WIDTHSWDIM WATER PROPOSEDEASEMENT LEGENDREVISED: 10/15/2019 VDOT GENERAL NOTES1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE):·VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B1).·VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B2 ASAPPROVED FOR USE IN DESIGNATED HIGH DENSITY DEVELOPMENT AREAS).·VDOT ROAD DESIGN MANUAL APPENDIX C, RURAL AND URBAN GEOMETRIC DESIGN STANDARDS EFFECTIVE AT THE TIME OF VDOT RECOMMENDED PLANAPPROVAL; LIST STANDARD USED: GS-______.2. VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN):·ACCESS MANAGEMENT - DATE OF APPROVAL: ______________·SSAR- DATE OF APPROVAL: ______________·DESIGN WAIVER - DATE OF APPROVAL: ______________·OTHER______________ DATE OF APPROVAL: ______________3. SSAR CONNECTIVITY SUMMARY:·CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOTROAD OR TO A STUB OUT)·STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT ISINTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE)·NETWORK ADDITIONS PROVIDING DIRECT ACCESS TO (I) MORE THAN 200 DWELLING UNITS OR (II) LOTS WHOSE TRIP GENERATION IS EXPECTED TO BE OVER2,000 VPD MAY BE ACCEPTED INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS IF THE NETWORK ADDITION PROVIDES AN ADDITIONAL EXTERNALCONNECTION BEYOND THAT REFERENCED ABOVE.4. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION(VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLESTATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THEMOST STRINGENT SHALL GOVERN.5. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED.6. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION.7. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN ORCONTIGUOUS TO EXISTING RIGHT OF WAY.8. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BOREDOR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE.9. THE PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE A CBR VALUE OF 6 IN LOUDOUN CO.). SOIL TESTS OF SUBGRADE MUST BE SUBMITTEDFOR THE ACTUAL DETERMINATION OF THE REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASEPLACEMENT.10. PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FORPRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTOGUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6” OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100%OF THE THEORETICAL MAXIMUM DRY DENSITY.11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH AN ADT OF 1000 VPD OR LESS, WHERE 21AAGGREGATE MAY BE USED. WHEN 21B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED.12. A 4” (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE).13. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE-STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OFEXISTING PAVEMENT SHALL BE A MINIMUM OF 1.25” DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TOOBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER.14. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMINGOF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY.15. ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2.16. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY.17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE.18. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARYBY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER.19. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWNINSPECTOR OR VDOT.20. A LANDSCAPING AND IRRIGATION SYSTEMS PLAN SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO INSTALLING ANY LANDSCAPING AND IRRIGATION SYSTEMSWITHIN THE PUBLIC RIGHT OF WAY.21. FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS ANDAN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTEDOR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMITWILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER.22. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BEINSTALLED UNLESS SPECIFICALLY APPROVED BY VDOT TRAFFIC ENGINEERING SECTION. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOTINSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDINGTHE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION.23. A SPEED STUDY CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TOBE POSTED OTHER THAN THE STATUTORY SPEED LIMIT.24. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOTLAND DEVELOPMENT SECTION PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUTAN APPROVED STRIPING PLAN.25. THE DEVELOPER IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARYAS A RESULT OF THE DEVELOPMENT OF THIS SITE.26. DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREAPROTECTION MANUAL AND THE MUTCD.DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORH:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - CNDS - 2----->LAYOUT: C-103 - GENERAL NOTES AND LEGENDCB THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:S2120923JBGMO04/18/22-2PROP.SITE PLANDOCUMENTSPROPOSEDDEVELOPMENT553 SHADY ELM ROADWINCHESTER, VIRGINIA 22602FREDERICK COUNTYALWAYS CALL 811It's fast. It's free. It's the law.12REVISION 2 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY04/22/221ST SUBMISSION TOCOUNTYRKMO08/24/22REV. PER COUNTYCOMMENTSPSCB08/24/22NOT APPROVED FORCONSTRUCTION12825 WORLDGATE DR. SUITE 700HERNDON, VIRGINIA 20170Phone: (703) 709-9500Fax: (703) 709-9501VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER Sep 29, 2022 SHADY ELMPROPERTYMICHAEL K.O'SHAUGHNESSYLic. No. 040205077309/29/22N/AN/AN/AN/AN/A✓N/ASOILS MAPSCALE: 1" = 250'1"=250'025062.5125250Soil IDNumbersSoil Series NameSoil DrainageClassHydrologicSoil GroupHydric SoilRating5BCarbo silt loam, 2 to 7percent slopesWell DrainedDNo6CCarbo-Oaklet, veryrocky silt loams, 2 to 15percent slopesWell DrainedDNo14BFrederick-Poplimentoloams, 2 to 7 percentslopesWell DrainedBNo14CFrederick-Poplimentoloams, 7 to 15 percentslopesWell DrainedBNo32BOaklet silt loam, 2 to 7percent slopesWell DrainedCNoSOIL BOUNDARIESXxXSOIL LABELSLEGEND RENAISSANCE DRIVEWE S NAD83WE S NAD83SHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 L9L10 L11L23 S51°22'35"E 576.38'N38°39'24"E 597.56'S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43'S41°49'05"W 450.00' S42°06'50"W 235.16' S42°06'49"W 281.20' N27°46'36"E 461.66' N27°05'25"E 512.77' N27°29'58"E 292.75' S42°06'49"W 169.64' S42°04'45"W 723.53'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - EXST - 2----->LAYOUT: C-201 - OVERALL EXISTING CONDITIONS & DEMOLITION PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-201 1"=150' 0 15037.575150 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN EXST- C-202 C-205 C-203 C-204 GENERAL NOTES: 1. THE SUBJECT PROPERTY IS THE LANDS OF VENTURE I OF WINCHESTER, LLC AS RECORDED IN INSTRUMENT NO. 060029270 AND INSTRUMENT NO. 160001418 ALL RECORDED AMONG THE LANDS RECORDS OF FREDERICK COUNTY, VIRGINIA AND HAVING A MAP NOS. OF 75-A-1 PER THE DEPARTMENT OF ASSESSMENTS. 2. AREA:SQUARE FEET ACRES TM: 75-A-1 1,960,721 45.012 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 4. THIS SURVEY WAS PERFORMED IN THE FIELD ON JUNE 9, 2021 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. 5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, FREDERICK COUNTY, VIRGINIA AND INCORPORATED AREAS, PANEL 330 OF 375", MAP NUMBER 51069C0330E WITH A MAP EFFECTIVE DATE OF JANUARY 29, 2021. 6. NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. RENAISSANCE DRIVEWE S NAD83WE S NAD83SHADY ELM ROAD-VA R T E . 6 5 1 PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - EXST - 2----->LAYOUT: C-202 - EXISTING CONDITIONS & DEMOLITION PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-202 EXISTING CONDITION & DEMOLITION PLAN 1"= 40' 0 40102040 EXST- SHADY ELM PROPERTY SHADY ELM PROPERTY MATCHLINE - SHEET C-203 LEGEND RENAISSANCE DRIVE PROPOSED UNDER SEPARATE PLAN #0873-034-919 EXISTING ASPHALT PAVEMENT (TBR) GENERAL NOTES: 1. THE SUBJECT PROPERTY IS THE LANDS OF VENTURE I OF WINCHESTER, LLC AS RECORDED IN INSTRUMENT NO. 060029270 AND INSTRUMENT NO. 160001418 ALL RECORDED AMONG THE LANDS RECORDS OF FREDERICK COUNTY, VIRGINIA AND HAVING A MAP NOS. OF 75-A-1 PER THE DEPARTMENT OF ASSESSMENTS. 2. AREA:SQUARE FEET ACRES TM: 75-A-1 1,960,721 45.012 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 4. THIS SURVEY WAS PERFORMED IN THE FIELD ON JUNE 9, 2021 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. 5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, FREDERICK COUNTY, VIRGINIA AND INCORPORATED AREAS, PANEL 330 OF 375", MAP NUMBER 51069C0330E WITH A MAP EFFECTIVE DATE OF JANUARY 29, 2021. 6. NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. RENAISSANCE DRIVEWE S NAD83WE S NAD83PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - EXST - 2----->LAYOUT: C-203 - EXISTING CONDITIONS & DEMOLITION PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-203 EXISTING CONDITION & DEMOLITION PLAN 1"= 40' 0 40102040 EXST- MATCHLINE - SHEET C-202 MATCHLINE - SHEET C-204 MATCHLINE - SHEET C-205 GENERAL NOTES: 1. THE SUBJECT PROPERTY IS THE LANDS OF VENTURE I OF WINCHESTER, LLC AS RECORDED IN INSTRUMENT NO. 060029270 AND INSTRUMENT NO. 160001418 ALL RECORDED AMONG THE LANDS RECORDS OF FREDERICK COUNTY, VIRGINIA AND HAVING A MAP NOS. OF 75-A-1 PER THE DEPARTMENT OF ASSESSMENTS. 2. AREA:SQUARE FEET ACRES TM: 75-A-1 1,960,721 45.012 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 4. THIS SURVEY WAS PERFORMED IN THE FIELD ON JUNE 9, 2021 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. 5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, FREDERICK COUNTY, VIRGINIA AND INCORPORATED AREAS, PANEL 330 OF 375", MAP NUMBER 51069C0330E WITH A MAP EFFECTIVE DATE OF JANUARY 29, 2021. 6. NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. LEGEND RENAISSANCE DRIVE PROPOSED UNDER SEPARATE PLAN #0873-034-919 EXISTING ASPHALT PAVEMENT (TBR) RENAISSANCE DRIVEWE S NAD83WE S NAD83PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMITS OF DISTURBANCE: 35.85 AC.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - EXST - 2----->LAYOUT: C-204 - EXISTING CONDITIONS & DEMOLITION PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-204 EXISTING CONDITION & DEMOLITION PLAN 1"= 40' 0 40102040 EXST- MATCHLINE - SHEET C-203 MATCHLINE - SHEETC-205GENERAL NOTES: 1. THE SUBJECT PROPERTY IS THE LANDS OF VENTURE I OF WINCHESTER, LLC AS RECORDED IN INSTRUMENT NO. 060029270 AND INSTRUMENT NO. 160001418 ALL RECORDED AMONG THE LANDS RECORDS OF FREDERICK COUNTY, VIRGINIA AND HAVING A MAP NOS. OF 75-A-1 PER THE DEPARTMENT OF ASSESSMENTS. 2. AREA:SQUARE FEET ACRES TM: 75-A-1 1,960,721 45.012 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 4. THIS SURVEY WAS PERFORMED IN THE FIELD ON JUNE 9, 2021 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. 5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, FREDERICK COUNTY, VIRGINIA AND INCORPORATED AREAS, PANEL 330 OF 375", MAP NUMBER 51069C0330E WITH A MAP EFFECTIVE DATE OF JANUARY 29, 2021. 6. NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. LEGEND RENAISSANCE DRIVE PROPOSED UNDER SEPARATE PLAN #0873-034-919 EXISTING ASPHALT PAVEMENT (TBR) WE S NAD83WE S NAD83LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LO D LODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LIMITS OF DISTURBANCE: 35.85 AC.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - EXST - 2----->LAYOUT: C-205 - EXISTING CONDITIONS & DEMOLITION PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-205 EXISTING CONDITION & DEMOLITION PLAN 1"= 40' 0 40102040 EXST- MATCHLINE - SHEET C-203 MATCHLINE - SHEETC-204GENERAL NOTES: 1. THE SUBJECT PROPERTY IS THE LANDS OF VENTURE I OF WINCHESTER, LLC AS RECORDED IN INSTRUMENT NO. 060029270 AND INSTRUMENT NO. 160001418 ALL RECORDED AMONG THE LANDS RECORDS OF FREDERICK COUNTY, VIRGINIA AND HAVING A MAP NOS. OF 75-A-1 PER THE DEPARTMENT OF ASSESSMENTS. 2. AREA:SQUARE FEET ACRES TM: 75-A-1 1,960,721 45.012 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 4. THIS SURVEY WAS PERFORMED IN THE FIELD ON JUNE 9, 2021 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. 5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, FREDERICK COUNTY, VIRGINIA AND INCORPORATED AREAS, PANEL 330 OF 375", MAP NUMBER 51069C0330E WITH A MAP EFFECTIVE DATE OF JANUARY 29, 2021. 6. NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. LEGEND RENAISSANCE DRIVE PROPOSED UNDER SEPARATE PLAN #0873-034-919 EXISTING ASPHALT PAVEMENT (TBR) RENAISSANCE DRIVESHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD180.00'590.66'180.00'315.00'850'470'PROP. BUILDING 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. BUILDING 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED 111' 96.2' 109.4' 191.7' 132.6'303'PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED850.00'470.00'TP TP TP TP WE S NAD831"=150' 0 15037.575150 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-301 - OVERALL SITE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-301 OVERALL SITE PLAN SITE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-301 - OVERALL SITE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-302 C-305 C-303 C-304 LEGEND PROPOSED STANDARD CONCRETE EXISTING GRAVEL ACCESS ROAD EXISTING AQUATIC BENCH EXISTING RIP RAP PROPOSED ACCESS ROAD PROPOSED RIP RAP PROPOSED CONCRETE DOLLY PAD RENAISSANCE DRIVESHADY ELM ROAD-VA R T E . 6 5 1 L9L10 N27°29'58"E 292.75' PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC. 14 PROP. "STOP" BAR(TYP) PROP. "STOP" BAR(TYP) PROP. "STOP" BAR(TYP) PROP."STOP" SIGN PROP."STOP" SIGN PROP."STOP" SIGN PROP."STOP" SIGN PROP. 10'ASPHALT TRAIL PROP. BUILDING A 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED 180.00'315.00'13 13 14 14 11 5'R5'R15' R 5'R 10'R5' R 15'R20' R 34'R5'R5'R5' R 13 12 PROP. CG-6CURB PROP. CG-6CURB PROP."STOP" SIGN PROP. CG-6RCURB PROP. CG-6CURB 14'(TYP.)40'14'60'70'8'18'24'18'9'50'24' 10' 18'24'18'9'10'10'10'10'10'10'10'10'10'10'70' 18'10'10'8'7'PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS)15'R5' R 5'R5'R15'R10' R 5'R1 5 ' R 15'R5'R10' R 15'R50'R 50'R 60'R20'RPROP. CROSSWALK ATVEHICLE ENTRANCE PROP. TRASHENCLOSURE ONCONCRETE PAD PROP. DRIVE-UP RAMP ANDRETAINING WALL WITH SAFETYFENCE (SEE ARCH. PLANS) PROP. 10' ASPH A L T T R A I L PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.)111' 96.5' PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) 17.2' PROP. SITELIGHT (TYP.) PROP. STRIPING(TYP.) 162.1'146.8' 181.2' 33' 27' PROP. PAVEMENTMARKINGS (TYP.) PROP. ADA PAVEMENTMARKINGS ANDSTRIPING (TYP.) PROP. RAMP PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) W20' W20' W20' TP PROP.FH W/BOLLARDS (TYP.)WE S NAD831"= 40' 0 40102040 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-302 - SITE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-302 SITE PLAN SITE MATCHLINE - SHEET C-303 SITE NOTES: 1. ALL TRASH ENCLOSURES SHALL BECONTAINED WITHIN A COMPLETELYENCLOSED FACILITY. THE ENCLOSURESHALL CONSIST OF A SIX-FOOT OPAQUEFENCE OR WALL AND AN OPAQUE GATEPER FREDERICK COUNTY CODE(§165-204.11(D). LEGEND PROPOSED STANDARD CONCRETE EXISTING GRAVEL ACCESS ROAD EXISTING AQUATIC BENCH EXISTING RIP RAP PROPOSED ACCESS ROAD PROPOSED RIP RAP PROPOSED CONCRETE DOLLY PAD RENAISSANCE DRIVEL10 L11L23 S51°22'35"E 576.38'N38°39'24"E 597.56' PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC. 23 PROP. "STOP" BAR(TYP) PROP. "STOP" BAR(TYP) PROP."STOP" SIGN PROP. BUILDING B 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED 180.00'590.66'12 12 12 11 13 11 11 11 PROP. 10'ASPHALT TRAIL 5'R5'R5' R15'R5'R5'R5'R5'R20' R 5'RPROP."STOP" SIGN 55' 5 TRANSITIONFROM 6" TO12" CURB TRANSITIONFROM 6" TO12" CURB PROP. 12"CURB PROP."STOP" SIGN PROP. CG-6CURB PROP.GUARDRAIL PROP. RETAINING WALL(DESIGNED BY OTHERS)(MAX HEIGHT = 5.5') 4 40'14'40'50'18'24'18'10' 18'24'18'13'10'10'10'10'10'10'10'10'10'5'10'10'10'10'10'10'10'10'10'10'55'70' 60'12'10'10'10'16'18'7'7 40 9 9999 8 70'37.5'PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) 6 5' R5'R5 'R40'R10' R 80' R80'R4 0 'R 10'R5'R3'R6' R 20'R50'R5'R5'R15'R25'R75'R 15' R 20'R 50'R 20'R30' R 5'R5'R5'R10' R 5'R5' R 85'R15'R50'R PROP. CROSSWALK ATVEHICLE ENTRANCE PROP. TRASHENCLOSURE ONCONCRETE PAD PROP. RETAINING WALL WITH HANDRAIL (DESIGNED BY OTHERS)9'9'9' PROP. DRIVE-UP RAMP ANDRETAINING WALL WITH SAFETYFENCE (SEE ARCH. PLANS) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.)PROP. BOLLARD(TYP.)PROP. BOLLARD(TYP.) 10.1' 10.4' PROP. RAMP PROP. RAMP (TYP.) PROP. ADA PAVEMENTMARKINGS ANDSTRIPING (TYP.) PROP. STRIPING(TYP.) PROP. SITELIGHT (TYP.) 190.9'65'55'14'55'14'55'14'55'14'55'14'55'14'20'121'40'PROP. BOLLARD(TYP.) PROP. STRIPING(TYP.) PROP. SITELIGHT (TYP.) PROP. STRIPING(TYP.) 5.5' PROP. "STOP" BAR(TYP) PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. "STOP"SIGN (TYP.) PROP. DOLLYPAD (TYP.) 15' PROP. RAMP (TYP.) W20' W20' W20' TPWE S NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-303 - SITE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 1"= 40' 0 40102040 C-303 SITE PLAN SITE MATCHLINE - SHEET C-302 MATCHLINE - SHEET C-304 MATCHLINE - SHEET C-305 SITE NOTES: 1. ALL TRASH ENCLOSURES SHALL BECONTAINED WITHIN A COMPLETELYENCLOSED FACILITY. THE ENCLOSURESHALL CONSIST OF A SIX-FOOT OPAQUEFENCE OR WALL AND AN OPAQUE GATEPER FREDERICK COUNTY CODE(§165-204.11(D). LEGEND PROPOSED STANDARD CONCRETE EXISTING GRAVEL ACCESS ROAD EXISTING AQUATIC BENCH EXISTING RIP RAP PROPOSED ACCESS ROAD PROPOSED RIP RAP PROPOSED CONCRETE DOLLY PAD RENAISSANCE DRIVES41°49'05"W S42°06'50"W 235.16' S42°06'49"W 281.20' PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMITS OF DISTURBANCE: 35.85 AC. 998 99 8 8 13 14 6 5 544 1111 1212 12 134.5'R4.5'R4.5'R5 . 3 'R5.2'R4.5'R4.5'R4.5'R4.5'R4.5'R4.5'R5' R 10'R6'R20'R65'R 4.5'R 5'R4.5'R4.5'R5' R5'R5' R5'R5 'R40'R10' R 2 5 ' R 135'R10 0 ' R 135'R25'R 100'R20'R64'R 10 ' R 4.5'R 5'R 4. 5 ' R 4.5'R5'R4.8'R 100'R2 0 ' R 40'R 50'R 50'R 12 8 12 12 12 12 4.5'R4.5 ' R4.5'R4.5'R 4.5'R4. 5 ' R 4.5'R4.5 ' R 4.5'R4.5' R 10 ' R 5' R5'RPROP. CROSSWALK ATVEHICLE ENTRANCE 9'9'9'9'9'10 9 9 5 8 9'9'9'9'9'9'4.8'RPROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.)PROP. BOLLARD(TYP.) PROP. ADA PAVEMENTMARKINGS ANDSTRIPING (TYP.)9'9'9'9'9'9'20' 20'20' 20'20'20'20'20' 20' 20' 20' 20' 20'20'20' 20' 20' 20'20'20'20'20'55'14'55'14'55'14'55'14'55'14'55'14'20'20'20'20'9'9' 7'24'24'24'9'9'9'9'9'9'14'35'470.00'70'PROP. STRIPING(TYP.)9'10'64.8' PROP. "STOP" BAR(TYP)9'PROP. WALLLIGHT (TYP.)4.5'R4.5'RPROP. "STOP"SIGN (TYP.) PROP. PAVEMENTMARKINGS (TYP.) PROP. PAVEMENTMARKINGS (TYP.) PROP. RAMP (TYP.)4.5'R4.5'R10 5'R28.5'RWE S NAD831"= 40' 0 40102040 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-304 - SITE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-304 SITE PLAN SITE MATCHLINE - SHEET C-303 MATCHLINE - SHEETC-305SITE NOTES: 1. ALL TRASH ENCLOSURES SHALL BECONTAINED WITHIN A COMPLETELYENCLOSED FACILITY. THE ENCLOSURESHALL CONSIST OF A SIX-FOOT OPAQUEFENCE OR WALL AND AN OPAQUE GATEPER FREDERICK COUNTY CODE(§165-204.11(D). LEGEND PROPOSED STANDARD CONCRETE EXISTING GRAVEL ACCESS ROAD EXISTING AQUATIC BENCH EXISTING RIP RAP PROPOSED ACCESS ROAD PROPOSED RIP RAP PROPOSED CONCRETE DOLLY PAD S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43' S41°49'05"W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LO D LODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LIMITS OF DISTURBANCE: 35.85 AC. 40' 9 999 9 999 80'R8'R 40'R4 0 'R 10'R PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. BOLLARD(TYP.) PROP. BOLLARD PROP. BOLLARD(TYP.)PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.)PROP. BOLLARD(TYP.) PROP. BOLLARD(TYP.)55'14'55'14'55'14'55'14'55'14'55'14'55'14'55'14' 850.00' PROP. BOLLARD(TYP.) PROP. STRIPING(TYP.) PROP. SITELIGHT (TYP.) 10'39.9'42.9' TP TP WAT30'WE S NAD831"= 40' 0 40102040 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-305 - SITE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-305 SITE PLAN SITE MATCHLINE - SHEET C-303 MATCHLINE - SHEETC-304SITE NOTES: 1. ALL TRASH ENCLOSURES SHALL BECONTAINED WITHIN A COMPLETELYENCLOSED FACILITY. THE ENCLOSURESHALL CONSIST OF A SIX-FOOT OPAQUEFENCE OR WALL AND AN OPAQUE GATEPER FREDERICK COUNTY CODE(§165-204.11(D). LEGEND PROPOSED STANDARD CONCRETE EXISTING GRAVEL ACCESS ROAD EXISTING AQUATIC BENCH EXISTING RIP RAP PROPOSED ACCESS ROAD PROPOSED RIP RAP PROPOSED CONCRETE DOLLY PAD SHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 L9L10 L11L23 S51°22'35"E 576.38'N38°39'24"E 597.56'S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43'S41°49'05"W 450.00' S42°06'50"W 235.16' S42°06'49"W 281.20' N27°46'36"E 461.66' N27°05'25"E 512.77' N27°29'58"E 292.75' S42°06'49"W 169.64' S42°04'45"W 723.53'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD180.00'590.66'180.00'315.00'850'470'PROP. BUILDING 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. BUILDING 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED850.00'470.00'RENAISSANCE DRIVEWE S NAD83WWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W WWW TP TP TP TPWWWWWWWWWWWWWWWWW WE S NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - FIRE - 2----->LAYOUT: C-306 - OVERALL FIRE MARSHAL PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-306 1"=150' 0 15037.575150 OVERALL FIRE MARSHAL PLAN FIRE- C-307 C-310 C-308 C-309 PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB FIRE LANE SIGN TYPE "A"A FIRE LANE SIGN TYPE "B"B FIRE LANE SIGN TYPE "D"D LOD LIMITS OF DISTURBANCE LEGEND FIRE LANE SIGN MODIFIED TYPE "D"Dm SHADY ELM ROAD-VA R T E . 6 5 1 L9L10 N27°29'58"E 292.75' PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC. PROP. BUILDING A 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED 180.00'315.00'PROP. CG-6CURB PROP. CG-6CURB PROP. CG-6RCURB PROP. CG-6CURB PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) PROP. TRASHENCLOSURE ONCONCRETE PAD PROP. DRIVE-UP RAMP ANDRETAINING WALL WITH SAFETYFENCE (SEE ARCH. PLANS) PROP. SITELIGHT (TYP.) PROP. ADA PAVEMENTMARKINGS ANDSTRIPING (TYP.) PROP. RAMP PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.)RENAISSANCE DRIVEWE S NAD83WWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W WWWWWWWWWW W W W TP PROP.FH W/BOLLARDS (TYP.)WE S NAD83D D Dm Dm Dm A C A C A A C C C A PROP. FDC CONNECTION 200' HOSE LAY 300' HOSE LAY300' HOSE LAY300' HOSE LAY300' HOSE LAY 300' HOSE LAY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - FIRE - 2----->LAYOUT: C-307 -FIRE MARSHAL PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-307 FIRE MARSHAL PLAN 1"= 40' 0 40102040 FIRE- SHADY ELM PROPERTY SHADY ELM PROPERTY MATCHLINE - SHEET C-308 PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB FIRE LANE SIGN TYPE "A"A FIRE LANE SIGN TYPE "B"B FIRE LANE SIGN TYPE "D"D LOD LIMITS OF DISTURBANCE LEGEND FIRE LANE SIGN MODIFIED TYPE "D"Dm L10 L11L23 S51°22'35"E 576.38'N38°39'24"E 597.56' PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC. PROP. BUILDING B 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED 180.00'590.66'PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) PROP. RAMP PROP. RAMP (TYP.) PROP. SITELIGHT (TYP.) PROP. SITELIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.)RENAISSANCE DRIVEWE S NAD83WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WTPF WWE S NAD83D D D D D D D D A A C D C D D D PROP. FDC CONNECTION 300' HOSE LAY 300' HOSE LAY 300' HOSE LAY 300' HOSE LAY 300' HOSE LAY 300' HOSE LAY300' HOSE LAY 200' HOSE LAY 300' HOSE LAY300' HOSE LAY300' HOSE LAY300' HOSE LAY300' HOSE LAY200' HOSE LAYDISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - FIRE - 2----->LAYOUT: C-308 - FIRE MARSHAL PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-308 FIRE MARSHAL PLAN 1"= 40' 0 40102040 FIRE- MATCHLINE - SHEET C-307 MATCHLINE - SHEET C-309 MATCHLINE - SHEET C-310 PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB FIRE LANE SIGN TYPE "A"A FIRE LANE SIGN TYPE "B"B FIRE LANE SIGN TYPE "D"D LOD LIMITS OF DISTURBANCE LEGEND FIRE LANE SIGN MODIFIED TYPE "D"Dm S41°49'05"W S42°06'50"W 235.16' S42°06'49"W 281.20' PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMITS OF DISTURBANCE: 35.85 AC. PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED 470.00'PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.)RENAISSANCE DRIVEWE S NAD83WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWE S NAD83D DD D A A C DD DD DD DD D D D D A C A CAC D AC A C D C A D C D D A C 300' HOSE LAY 300' HOSE LAY300' HOSE LAY300' HOSE LAYDISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - FIRE - 2----->LAYOUT: C-309 - FIRE MARSHAL PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-309 FIRE MARSHAL PLAN 1"= 40' 0 40102040 FIRE- MATCHLINE - SHEET C-308 MATCHLINE - SHEETC-310PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB FIRE LANE SIGN TYPE "A"A FIRE LANE SIGN TYPE "B"B FIRE LANE SIGN TYPE "D"D LOD LIMITS OF DISTURBANCE LEGEND FIRE LANE SIGN MODIFIED TYPE "D"Dm S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43' S41°49'05"W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LO D LODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LIMITS OF DISTURBANCE: 35.85 AC. PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED 850.00' PROP. SITELIGHT (TYP.)WE S NAD83WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WE S NAD83PROP. FDC CONNECTION 300' HOSE LAY 300' HOSE LAY 300' HOSE LAY 300' HOSE LAY 300' HOSE LAYDISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - FIRE - 2----->LAYOUT: C-310 - FIRE MARSHAL PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-310 FIRE MARSHAL PLAN 1"= 40' 0 40102040 FIRE- MATCHLINE - SHEET C-308 MATCHLINE - SHEETC-309PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB FIRE LANE SIGN TYPE "A"A FIRE LANE SIGN TYPE "B"B FIRE LANE SIGN TYPE "D"D LOD LIMITS OF DISTURBANCE LEGEND FIRE LANE SIGN MODIFIED TYPE "D"Dm RENAISSANCE DRIVESHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD180.00'590.66'180.00'315.00'850'470'PROP. BUILDING 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. BUILDING 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED 111' 96.2' 109.4' 191.7' 132.6'303'PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED850.00'470.00'WE S NAD831"=150' 0 15037.575150 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-311 - PAVING PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-311 PAVING PLAN SITE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-311 - PAVING PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 LOW LOD LIMITS OF WORK LIMITS OF DISTURBANCE SAWCUT LINE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER LEGEND STANDARD DUTY ASPHALT PAVEMENT CONCRETE SIDEWALK HEAVY DUTY PAVEMENT HEAVY DUTY CONCRETE PAVEMENT TRAILER STORAGE/LOADING AREA X GRAVEL ACCESS ROAD ASPHALT TRAIL L9L10 L11L23LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-Trailer1"= 40' 0 40102040 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-312 - TRUCK TURN PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-312 TRUCK TURN PLAN SITEWESNAD83NAD83LEGEND RENAISSANCE DRIVE EXTENSION UNDER SEPARATE PLAN 5327.9 Max 68.5° HorizMax 10° Vert 3 43.5 4 45.5 2.5 23.5417.4 4.219.5 WB-67 - Interstate Semi-Trailer Overall Length 73.501ft Overall Width 8.500ft Overall Body Height 13.500ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Max Steering Angle (Virtual)28.40°WESNAD83 NAD83 L9L10 L11L23LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-Trailer1"= 40' 0 40102040 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - SITE - 2----->LAYOUT: C-313 - TRUCK TURN PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-313 TRUCK TURN PLAN SITEWESNAD83NAD83LEGEND RENAISSANCE DRIVE EXTENSION UNDER SEPARATE PLAN 5327.9 Max 68.5° HorizMax 10° Vert 3 43.5 4 45.5 2.5 23.5417.4 4.219.5 WB-67 - Interstate Semi-Trailer Overall Length 73.501ft Overall Width 8.500ft Overall Body Height 13.500ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Max Steering Angle (Virtual)28.40°WESNAD83 NAD83 SSSSSSSSSSSSS S SSSSSSSSRENAISSANCE DRIVE180.00'590.66'180.00'315.00'850'470'PROP. BUILDING 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. BUILDING 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED 111' 96.2' 109.4' 191.7' 132.6'303'PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED850.00'470.00'SHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODWWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W WWW TP TP TP TPWWWWWWWWWWWWWWWWW 10+00 10+7710+50 10+00 10+77 10+50 WE S NAD83DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - GRAD - 2----->LAYOUT: C-401 - OVERALL GRADING PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-401 OVERALL GRADING PLAN GRAD C-402 C-405C-404 C-403 1"=150' 0 15037.575150 SPILL CURB AND GUTTER (CG-6R) GRADING LEGEND RIDGE LINE CATCH CURB AND GUTTER (CG-6) LIMITS OF EXPOSED FOUNDATION OVERLAND RELIEF PATH>>>> LIMITS OF BURIED FOUNDATION SSSSSSSSSSRENAISSANCE DRIVEPROP. BUILDING A 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) SHADY ELM ROAD-VA R T E . 6 5 1 L9L10 N27°29'58"E 292.75' PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC. RIDGELINE >> >> >> >> >> >> >> >> >>>> >> >> >> >> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PROP. BERM 8' MAX HEIGHT RIDGELINERIDGELINERIDGELINE>>>>>>>>>>>>>>>>>> > > >> >>RIDGEL INE 792793791 786 791 STMA-213 STMA-211.2 STMA-212.1 STMA-211.3 STMA-211.1 STMA-214 STMA-212 STMA-211 STMA-240STMA-210 STMA-220 STMA-230 STMA-250.4 STMA-250.2 STMA-250.3 STMA-250.1 STMRD-A4 STMA-250 STMA-260 STMRD-A6 STMRD-A5 STMRD-A2 STMRD-A1 STMRD-A3 30" RCP 24" RCP18" RCP 15" RCP15" RCP12" RCP12" RCP 24" RCP 24" RCP 1 5 " H D P E 15" RCP 12" HDPE12" HDPE 12" HDPE 12" HDPE12" HDPE 12" HDPE12" HDPE 12" HDPE 12" HDPE12" HDPE 12" HDPE12" HDPE WWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W WWWWWWWWWW W W W TP 10+00 10+7710+50 789 12" RCP12" RCPWE S NAD837857 8 6 78 7 78 8 789785790 786787 788 789 78678778 8 786787790790790 7 8 8 789 790 795 795800 800 791792 792 793 793 794 794 796 796797 797798 798 799 799801 801 7 9 2 792793794790 788789 TC 790.6+/- MATCH EX. TC 791.1+/- MATCH EX. TC 789.5+/- MATCH EX. TC 788.77 TC 789.15 TC 790.66 TC 790.54 TC 790.45 TC 790.31 TC 790.31 TC 790.54 TC 790.08 TC 790.21 TC 790.32 TC 790.78 TC 788.37 TC 788.92 TC 787.83 TC 785.89 TC 785.66 TC 785.66 TC 785.81 TC 785.66 TC 785.86 TC 785.93 TC 788.76 TC 788.81TC 789.46 HP - TC 789.87 LP - TC 789.54 HP - TC 789.87 TC 789.61 TC 789.61 HP - TC 791.35 TC 791.12 TC 791.23 TC 791.33 TC 791.10 TC 791.33 TC 791.33 TC 791.19 TC 791.04 TC 791.07 TC 791.20 TC 790.44 TC 790.75 TC 791.28 TC 788.53 TC 788.20 TC 788.01 TC 787.95 TC 787.75 TC 787.07 TC 787.33 TC 788.00 TW 791.50 BW 787.50 TC 788.09 TC 790.86 TC 791.08 HP - TC 791.34HP - TC 791.35 LP - TC 789.54 LP - TC 789.43 LP - TC 789.90 LP - TC 784.95 LP - TC 785.00 HP - TC 788.71 HP - TC 791.35 HP - TC 790.93 HP - TC 790.07 TC 791.33 TC 790.31 TC 785.80 TC 785.66 TC 788.47 TC 791.10 TC 791.19 G 792.65 G 792.45 G 793.99 G 793.79 G 791.85 G 791.65 G 791.50 G 788.00 G 791.50 G 791.50 G 791.46 G 791.50 G 790.00 G 790.00 G 790.00 G 790.00 HP - G 790.17G 789.67 LP - TC 789.39 G 791.50 G 790.51 G 791.21 G 791.03 G 790.56 G 790.50 G 790.61 TC 791.33 TC=BC 790.83 G 791.00 G 791.50 G 791.00 G 791.50TC 791.33 TC=BC 790.83 G 792.27 G 792.37 TC=BC 791.77 TC 792.4+/- MATCH EX.G 792.32 G 792.22 TC 792.19 G 794.50 G 794.86 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - GRAD - 2----->LAYOUT: C-402 - GRADING PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-402 GRADING PLAN GRAD 1"= 40' 0 40102040 MATCHLINE - SHEET C-403 SPILL CURB AND GUTTER (CG-6R) GRADING LEGEND RIDGE LINE CATCH CURB AND GUTTER (CG-6) LIMITS OF EXPOSED FOUNDATION OVERLAND RELIEF PATH>>>> LIMITS OF BURIED FOUNDATION SSS S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSRENAISSANCE DRIVEPROP. BUILDING B 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC. RIDGELINE RIDGELINE RIDGELINE RIDGELINE RIDGELINE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>RIDGELINERIDGELINERIDGEL I N E RIDGELINERIDGELINERIDGELINE>>>>>>>>>>>>>>>>>> > > >> >> >> >>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>792791 789788 786 787789 775 773 774 776777772 756789785 782 783 784 786 787 775 780 776 777 778 779 781 770 769 771 772 773 774 765 762 763 764 766 767 768 757771 772 773 786787783STMA-240 STMA-154.4 STMA-210 STMA-160.1 STMA-190.3 STMA-170.1 STMA-190.1 STMA-180.1 STMA-200.1 STMA-190 STMA-180 STMA-220 STMA-230 STMA-200 STMA-170 STMA-160 STMA-151 STMA-153.3 STMA-154.2 STMA-154.3 STMA-153.2 STMA-153.4 STMA-153.1 STMA-154.1 STMA-153 STMA-155 STMA-152 STMA-154 STMRD-B3 STMRD-B7 STMRD-B2 STMRD-B9 STMRD-B5 STMRD-B8 STMRD-B1 STMRD-B10 STMRD-B6 STMRD-B4 STMRD-B11 STMA-150 STMRD-B12 STMA-140 STMA-380.2 STMA-141.2 STMA-141.3 STMA-380.4 STMA-380.3STMA-141.4 STMA-380.1 STMA-141.1 STMA-141 STMA-380 STMA-400 STMA-390STMA-142 STM 36" RCP24" RCP24" RCP 48" RCP 42" RCP36" RCP36" RCP36" RCP30" RCP30" RCP30" RCP 42" RCP30" RCP 30" RCP 30" RCP24" RCP24" RCP24" RCP 24" RCP 12" HDPE 12" HDPE 12" HDPE 12" HDPE12" HDPE 12" HDPE12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE12" HDPE 15 " R C P 15" RCP12" HDPE12" HDPE12" HDPE 12" HDPE 12" HDPE 15 " R C P 15" RCP12" HDPE12" HDPE 12" HDPE12" HDPE 24" R C P 24" RCP18" RCP 12" HDPE 12" HDPE12" HDPE24" RCP15" RCP12" HDPE 12" HDPE18" RCP 12" HDPE12" HDPE12" HDPE12" HDPE12" HDPE WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WSAN20' TPF W10+00 10+7710+50 789 12" RCP12" RCP WE S NAD83758 759 770 775 780 785 769 771772773774 776777778779 781782783784 786787 7857847 8 6 7 8 7 7 8 8 789788789788789788789 78578 4786787788 7857 8 3 784756757 756756756 757 758 756 TC 790.6+/- MATCH EX. TC 757.33 TC 757.33 TC 759.82 TC 757.53 TC 757.53 TC 757.02 LP - TC 755.44LP - TC 755.44LP - TC 755.44LP - TC 755.44LP - TC 755.44 HP - TC 756.62 HP - TC 756.62 HP - TC 756.62 HP - TC 756.62 TC 788.54 TC 788.77 TC 788.54 TC 788.54 TC 788.69 TC 788.77 TC 789.15 TC 788.76 TC 788.81 TC 785.61 TC 785.16 TC 784.95 TC 784.43 TC 784.21 TC 789.51 TC 789.82 TC 789.82 TC 789.82 TC 789.56 TC 789.41 TC 789.46 HP - TC 789.87 LP - TC 789.54 HP - TC 789.87 TC 789.61 TC 789.61 TC 789.58 TC 789.72 TC 789.72 TC 789.46 TC 789.37 TC 787.34 TC 786.07 TC 785.89 TC 786.21TC 786.50 TC 787.02 HP - TC 789.17 LP - TC 783.60 LP - TC 783.60 LP - TC 783.98 LP - TC 787.88 LP - TC 787.88 HP - TC 784.73 HP - TC 784.93 HP - TC 788.71 HP - TC 790.07 TC 788.54 TC 788.77 TC 788.54 TC 789.51 TC 789.82 TC 789.82 LP - TC 787.83 TC 788.54 TC 788.77 TC 788.54 TC 789.51 TC 789.82 TC 789.82 TC 788.54 TC 788.77 TC 788.54 TC 789.51 TC 789.82 TC 789.82 LP - TC 787.94 LP - TC 787.88 G 790.00 G 789.98 G 789.78 G 791.69 G 790.30 G 790.93 G 789.18 G 786.26 G 780.44 G 776.26 G 791.89 G 790.10 G 790.73 G 789.38 G 786.46 G 780.64 G 776.06 G 789.75 G 789.55 G 764.00 G 763.80 TW=BW 789.23 TW 791.50 BW 786.11 TW 791.57 BW 787.95 TW 789.61 BW 786.11 TW=BW 787.23 TW 768.00 BW 763.00 TW 770.00 BW 765.00TW 768.00 BW 763.00 TW=BW 765.20 TW 772.00 BW 767.00 TW=BW 776.47 TW 770.00 BW 765.00TW 768.00 BW 763.00TW 768.00 BW 763.00 G 790.00 G 790.00 G 790.00 G 790.00 HP - G 790.17G 789.67 LP - TC 788.60 HP - TC 789.17 LP - TC 788.60 HP - TC 789.17 TC 788.03 TC 788.11 HP - TC 789.91 HP - TC 789.91 HP - TC 789.91 TC 789.82 G 790.00 G 790.00 G 790.00 LP - TC 789.39 TC 756.97 TC 761.50 TC 761.17 TC 761.32 TC 760.07 TC 759.90 TC 757.50 TC 759.69 HP - TC 759.03 TC 784.35 TC 784.49 TC 786.56 TC 788.25 TC 788.25 TW 790.00 BW 786.00 760 757758 759 761 762 7 6 0 76 5 770 775 2.5:1 MAX STMA-190.2 G 789.03 TC 789.82 TC=BC 789.32 G 789.50 G 790.00 G 790.00 G 789.50TC=BC 789.32 TC 789.82 G 788.99 TC 789.82 TC=BC 789.32 G 789.50 G 790.00 G 789.50 G 790.00 TC=BC 789.32 TC 789.82 G 789.03 TC 761.17 G 788.99 TC 761.37 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - GRAD - 2----->LAYOUT: C-403 - GRADING PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-403 GRADING PLAN GRAD 1"= 40' 0 40102040 MATCHLINE - SHEET C-402 MATCHLINE - SHEET C-404 MATCHLINE - SHEET C-405 SPILL CURB AND GUTTER (CG-6R) GRADING LEGEND RIDGE LINE CATCH CURB AND GUTTER (CG-6) LIMITS OF EXPOSED FOUNDATION OVERLAND RELIEF PATH>>>> LIMITS OF BURIED FOUNDATION SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSRENAISSANCE DRIVEPROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED S41°49'05"W S42°06'50"W 235.16' S42°06'49"W 281.20' PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMITS OF DISTURBANCE: 35.85 AC. RIDGELINE RIDGELINERIDGELINE RIDGELIN E >>>>>>>>>>>>>>>>>>>>>>>>>>>>RIDGELINE RIDGELINERIDGELINE RIDGELINE RIDGEL I N E RIDGELINE RIDGELINE RIDGELINE RIDGEL I N E>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> >> >> >> >>>>>>>>>>>>>>>>758 757 756 755 760 765 759 761 762 763 764 757757 760758759761 751752 75 1 75 2 75 0 746 74 7 7 4 8 74 9 745 741 7 4 2 743 744 745741742743744 746 747 7487567577587 5 5 7 5 6 STMA-130 STMA-121 STMA-101 STMA-141.2 STMA-141.3 STMA-141.4 STMA-40.4 STMA-40.1 STMA-70 STMA-40.3 STMA-40.2 STMA-100 STMA-90 STMA-110 STMA-120 STMA-50 STMA-60 STMA-40 STMRD-C2 STMRD-C3 STMRD-C4 STMRD-C8STMRD-C7STMRD-C6STMRD-C5 48" RCP48" RCP 4 8 " R C P 48 " R C P 48" RC P48" RCP48" RCP48" RCP12" RCP48" RCP48" RCP 15" RCP 24" RCP18" RCP 12" HDPE 12" HDPE12" HDPE12" HDPE18" RCP12" HDPE18" RCP15" RCP12" HDPE12" HDPE12" HDPE12" HDPEWWWWWWWWWWWWWWWWWWWSAN20'WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W 10+00 10+77 10+50WE S NAD83760758759760758759756 7577607587597 5 7 7 5 8 757 758 TC 752.7+/- MATCH EX. TC 754.5+/- MATCH EX. TC 756.67 TC 756.57 TC 758.84 TC 755.89 TC 755.68 TC 758.59 TC 757.88 TC 758.15 TC 758.32 TC 757.83 TC 757.64 LP - TC 757.27 TC 759.03 TC 756.94 TC 761.37 TC 757.33 TC 757.33 TC 759.82 TC 760.79 TC 759.05 TC 758.78 TC 758.53 TC 755.77 TC 756.29 TC 756.73 TC 755.02 TC 760.36 TC 760.36 TC 759.94 TC 759.94 LP - TC 755.60 LP - TC 757.89 LP - TC 755.75 LP - TC 757.18 LP - TC 757.02 LP - TC 755.33 LP - TC 755.29 HP - TC 758.13 HP - TC 758.82 HP - TC 756.32 HP - TC 757.00 LP - TC 755.29 G 764.00 G 763.80 TC=BC 755.47 TC=BC 755.71G 747.85 G 748.05 G 748.60 G 748.80 G 745.00 G 745.20 G 742.05 G 742.25 G 749.15 G 749.17 G 754.60 G 754.60 G 740.25 G 740.25 TW=BW 753.49 TW=BW 753.49TW 753.00 BW 743.01 TW 753.25 BW 746.71 TC 761.50 G 761.50 G 761.00 TC 761.50 TC 761.07 TC 761.17 TC 761.37 TC 759.85 TC 760.46 TC 759.33 TC 759.41 TC 759.23 TC 756.94 TC 757.29 TC 757.70 TC 757.57 HP - TC 756.62HP - TC 756.62 TC 759.14 TC 759.14 TC 758.72 TC 758.72 TC 758.63 TC 759.24 TC 759.14 TC 759.14 TC 758.72 TC 758.72 TC 758.63 TC 759.24 TC 760.36 TC 760.36 TC 759.94 TC 759.94 TC 759.85 TC 760.46 TC 760.36 TC 760.36 TC 759.94 TC 759.94 TC 759.85 TC 760.46 TC 760.36 TC 760.36 TC 759.96 TC 759.96 TC 759.85 TC 760.46 TC 760.36 TC 760.36 TC 759.94 TC 759.94 TC 759.85 TC 760.46 TC 760.36 TC 760.36 TC 759.94 TC 759.94 TC 759.85 TC 760.46 TC 761.37 TC 761.16 TC 761.37 TC 761.16 TC 761.37 TC 761.16 TC 761.37 TC 761.16 TC 761.37 TC 761.16 TC 761.37 TC 761.16 TC 761.37 TC 761.17 TC 761.06 TC 761.06 TC 761.17 TC 761.37 TC 761.17 TC 761.32 TC 760.07 TC 759.90 TC 757.50 TC 758.00 TC 759.69 HP - TC 759.03 TC 758.38 TC 758.92 TC 759.05 HP - TC 759.15 TC 759.89 TC 760.19 TC 760.34 TC 760.18 TC 760.33 TC 760.01 HP - TC 760.17 TC 759.63 TC 759.74 HP - TC 759.55 TC 759.18 TC 758.73 TC 758.72 TC 759.14 TC 759.13 TC 759.24 TC 758.63TC 758.50 TC 758.28 TC 759.15 TC 759.06TC 758.90 TC 759.08 TC 758.92 TC 758.23 TC 757.88 TC 757.88 TC 757.28 TC 757.88 TC 758.17 TC 758.18 TC 757.82 2.5:1 MAXTC 758.00 TC 755.92 TC 756.29 G 755.76 G 755.52 TC 761.17 TC 761.37 G 761.50 G 761.00 TC=BC 760.87 TC 761.37 G 760.51 G 761.50 TC 761.93 TC=BC 760.87 TC 761.37G 760.51 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - GRAD - 2----->LAYOUT: C-404 - GRADING PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-404 GRADING PLAN GRAD MATCHLINE - SHEET C-403 MATCHLINE - SHEETC-4051"= 40' 0 40102040 SPILL CURB AND GUTTER (CG-6R) GRADING LEGEND RIDGE LINE CATCH CURB AND GUTTER (CG-6) LIMITS OF EXPOSED FOUNDATION OVERLAND RELIEF PATH>>>> LIMITS OF BURIED FOUNDATION SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43' S41°49'05"W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LO D LODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LIMITS OF DISTURBANCE: 35.85 AC. RIDGELINE RIDGELINE RIDGELINE RIDGELINE >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>RIDGELINE >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>760758759761 757 745 750 74 1 74 2 74 3 744 746 747 748 749 751 752 753 754 740 745 750 741 742 743 744 746 747748749 751752 STMA-380.2 STMA-360 STMA-380.4 STMA-380.3 STMA-380.1 STMA-350 STMA-40.1 STMA-20.1 STMA-20.4 STMA-20.2 STMA-20.3 STMA-340 STMA-330 STMA-40 STMA-310 STMA-30 STMA-320STMA-20 STMRD-D3STMRD-D2 STMRD-D4STMRD-D1 STMRD-C8 STMRD-D8 STMA-10 STMRD-D7STMRD-D6STMRD-D5 60" RCP48" RCP48" RCP 36" RCP 36" RCP 36" RCP36" RCP36" RCP36" RCP36" RCP15" RCP12" HDPE 12" HDPE18" RCP 12" HDPE12" HDPE12" HDPE18" RCP12" HDPE18" HDPE18" RCP15" RCP12" HDPE12" HDPE12" HDPE12" HDPE12" HDPEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WE S NAD83756 756 757 757 760 757758759 7607 60760760760 758 759 TC 758.00 TC 757.53 TC 757.37 LP - TC 759.99 LP - TC 759.99 LP - TC 759.99 LP - TC 759.99 TC 757.79 HP - TC 760.58 HP - TC 760.58 HP - TC 760.58 HP - TC 760.58 HP - TC 761.32 HP - TC 761.32 HP - TC 761.32 HP - TC 761.32 TC 759.32 LP - TC 755.29LP - TC 755.29 LP - TC 755.29 HP - TC 756.62 HP - TC 760.58 G 761.50 TC 758.00 HP - TC 761.32 TW=BW 753.49 TC 756.97 TC 757.34 G 761.50 HP - TC 756.50 TC 755.46 TC 755.82 TC=BC 755.26 TC=BC 755.02 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - GRAD - 2----->LAYOUT: C-405 - GRADING PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-405 GRADING PLAN GRAD MATCHLINE - SHEET C-403 MATCHLINE - SHEETC-4041"= 40' 0 40102040 SPILL CURB AND GUTTER (CG-6R) GRADING LEGEND RIDGE LINE CATCH CURB AND GUTTER (CG-6) LIMITS OF EXPOSED FOUNDATION OVERLAND RELIEF PATH>>>> LIMITS OF BURIED FOUNDATION RENAISSANCE DRIVELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OFDISTURBANCE: 10+0 0 10+7 7 10+5 0WESNAD83RENAISSANCE DRIVELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OFDISTURBANCE : 35.85 AC.F10+00 10+77 10+50 DATUM ELEV 745.00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL EXISTING RENAISSANCE DRIVE - ENTRANCE 2A ROAD PROFILE 750 760 770 750 760 770 10+00 10+50 11+0010+00RENAISSANCE DRIVE CENTERLINE754.7310+52EXISTING ROW754.7310+77EXISTING SITE ENTRANCE (25')754.73DATUM ELEV 780.00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL EXISTING RENAISSANCE DRIVE - ENTRANCE 1A ROAD PROFILE 790 800 790 800 10+00 10+50 11+0010+77EXISTING SITE ENTRANCE (25')791.3310+52EXISTING ROW791.3310+00RENAISSANCE DRIVE CENTERLINE791.33DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - GRAD - 2----->LAYOUT: C-406 - EXISTING ENTRANCE ROAD PROFILESCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-406 EXISTING ENTRANCE ROAD PROFILES GRAD 1"= 40' 0 40102040 SHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 L9L10 L11L23 S51°22'35"E 576.38'N38°39'24"E 597.56'S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43'S41°49'05"W 450.00' S42°06'50"W 235.16' S42°06'49"W 281.20' N27°46'36"E 461.66' N27°05'25"E 512.77' N27°29'58"E 292.75' S42°06'49"W 169.64' S42°04'45"W 723.53'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRENAISSANCE DRIVEPROP. BUILDING 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. BUILDING 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED WE S NAD83WWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W WWW TP TP TP TPWWWWWWWWWWWWWWWWW WE S NAD83SSSSSSSSSSSSS S SSSSSSSSWWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W WWW TP TP TP TPWWWWWWWWWWWWWWWWW DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - UTIL - 2----->LAYOUT: C-501 - OVERALL UTILITY PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-501 1"=150' 0 15037.575150 OVERALL UTILITY PLAN UTIL- C-502 C-505 C-503 C-504 UTILITY NOTES: 1. ALL STORM SEWER PIPES TO BE RCP CLASS III UNLESSOTHERWISE NOTED. 2. DRY UTILITIES NOT DESIGNED AT THIS POINT. CONTRACTOR TOCHECK FOR CROSSINGS ONCE COMPLETED AND REACH OUT TODESIGN ENGINEER IF CONFLICTS ARE IDENTIFIED. 3. FREDERICK WATER SHALL PROVIDE AND INSTALL ALL METERSTHAT ARE 2 INCH AND SMALLER. THE METER SHALL BE NEPTUNEWITH AN INTEGRATED ENCODER REGISTER WITH RADIO UNIT(R900i). 4. METERS LARGER THAN 2 INCH SHALL BE PROVIDED ANDINSTALLED BY THE CONTRACTOR. THE METER SHALL BEMANUFACTURED BY NEPTUNE AND HAVE AN INTEGRATEDENCODER REGISTER WITH RADIO UNIT (R900i). 5. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER,SEWER, ELECTRIC OR GAS UTILITIES PER §165-203.01(B)(2)(E). 6. FIRE METERS AND DOMESTIC METERS, BACKFLOW DEVICES ANDASSOCIATED PIPING SHALL BE PER FREDERICK WATERINSPECTORS REQUIREMENTS. 7. CONTRACTOR SHALL PREPARE SEWER DISRUPTION PLAN ANDCOORDINATE WITH AFFECTED PARTYS. ALL WORK SHALL BE PERFREDERICK WATERS INSPECTORS REQUIREMENTS 8. UTILITY STUBS ARE PROVIDED FOR FUTURE CONNECTION TORENAISSANCE SITE. CONNECTIONS ARE CALLED OUTTHROUGHOUT SITE. LEGEND LOD LIMITS OF DISTURBANCE WATER MAIN CONNECTION NOTES: CONTRACTOR SHALL: 1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 2.INSTALL JOIN RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN. 3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC. MAYBE REQUIRED. 6.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTYS OVERALL WATER SERVICE NARRATIVE: THE SHADY ELM PARCEL CONNECTS TO THE EXISTING 12" WATER MAIN LOCATED TO THE NORTH EAST. THE PROPOSED WATER MAIN THEN LOOPS INTERNALLY TO THE SHADY ELM SITE BEFORE STUBBING OUT TO THE FUTURE RENAISSANCE DRIVE. CASINGS WILL BE PROVIDED BENEATH THE FUTURE RENAISSANCE DRIVE FOR THE FUTURE WATER MAIN EXTENSION. THE WATER MAIN WILL CROSS THE FUTURE RENAISSANCE DRIVE IN TWO LOCATIONS. ULTIMATELY, THE RENAISSANCE SITE PLAN WILL CONNECT TO THESE STUBS BENEATH THE RENAISSANCE DRIVE AND LOOP INTERNALLY TO THE RENAISSANCE SITE. OVERALL SEWER SERVICE NARRATIVE: DUE TO CURRENT CAPACITY RESTRICTIONS IN THE EXISTING DOWNSTREAM SANITARY SEWER COLLECTION SYSTEM, FREDERICK WATER WILL ONLY ISSUE WATER METERS WHICH IN THEIR SUM ARE NOT CAPABLE OF PROVIDING POTABLE WATER FLOWS THAT EXCEED THAT OF THE SANITARY SYSTEM'S REMAINING CAPACITY. PER THE OWNER/DEVELOPER'S ENGINEER AND FREDERICK WATER, THERE IS CURRENTLY 36 GPM OF AVAILABLE CAPACITY TO ACCOMMODATE ADDITIONAL SANITARY SEWER SYSTEM FLOWS FROM THIS SITE. SHOULD THE OWNER/DEVELOPER AND/OR USERS OF THE SITE DESIRE ADDITIONAL SANITARY SEWER FLOWS, THEY MUST FIRST COMPLETE IMPROVEMENTS TO THE SANITARY SEWER COLLECTION SYSTEM CORRESPONDING WITH THE DESIRED INCREASE IN CAPACITY. METER SIZE NORMAL OPERATING RANGE MAXIMUM FLOW 5/8” 20 GPM 3/4” 30 GPM 1” 50 GPM 1-1/2” 100 - 160 GPM (FLANGED CONNECTION OR NOT) 2” 160 - 200 GPM (FLANGED CONNECTION OR NOT) 3” 450 GPM SHADY ELM ROAD-VA R T E . 6 5 1 PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC.RENAISSANCE DRIVEPROP. BUILDING A 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) PROP. SITELIGHT (TYP.) PROP. RAMP PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.)WE S NAD83WWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W WWWWWWWWWW W W W W20' W20' W20' PROP. 8" X 6" TEE1 - 8" VALVE1 - 6" VALVE (RESTRAINED)HYDRANT B2 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B3 PROP. 8" X 8" TEE3 - 8" VALVES PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B4 PROP. 8" X 8" CROSS4 - 8" VALVES PROP. 8" X 8" TEE3 - 8" VALVES8" CLASS 52 DIP W/L "D"8" CLASS 52 DIP W / L " D " 8" CLASS 52 DIP W/L "C" PROP.CONNECTIONTO EX. WLVALVE PROP. 8" FLUSHINGASSEMBLY (TYP)(FUTURE CONNECTIONTO RENAISSANCE SITE) TP 8" CLASS 52 DIP W/L "D"8" CLASS 52 DIP W/L "D"PROP. 8" X 6" TEE1 - 6" VALVE 30' FREDERICK WATEREASEMENT PROP. 45° BEND PROP. 45° BEND PROP. 22.5° BEND PROP. 45° BEND 8" CLASS 52 DIP W/L "F" PROP. 6" CLASS 52DIP COMBINED FIREAND DOMESTIC LINE PROP. 1 - 6" GATE VALVE PROP. FDC PROP. 11.25° BEND PROP. 11.25° BEND 1 - 6" GATE VALVE PROP. 11.25° BEND PROP. 1.5" DOMESTIC METERAND 4" FIRE METER TO BELOCATED INTERNALLY PROP. VARIABLEWIDTH FREDERICKWATER EASEMENT PROP.FH W/BOLLARDS (TYP.) PROP. AIR RELEASE VALVEWE S NAD8330" RCP 24" RCP18" RCP15" RCP15" RCP12" RCP12" RCP 24" RCP 24" RCP 1 5 " H D P E 15" RCP 12" HDPE12" HDPE 12" HDPE 12" HDPE12" HDPE 12" HDPE12" HDPE 12" HDPE 12" HDPE12" HDPE 12" HDPE12" HDPE SSSSSSSSSS8" PVC SAN6" PVC SAN 11+06.4110+00 11+0010+50 25+68.06 10+00 10+5025+5013+48.1610+00 11+00 12+00 13+0010+50 11+50 12+50 10+15.50 10+00 10+0010+15 10+0010+23.8620+47.36 10+00 11+0012+0013+0014 + 0 0 15+00 16+00 17+0018+0019+0020+0010+5011+5012+5013+5014+50 15+50 16+50 17+5018+5019+50STMA-213 STMA-211.2 STMA-212.1 STMA-211.3 STMA-211.1 STMA-214 STMA-212 STMA-211 STMA-240STMA-210 STMA-220 STMA-230 STMA-250.4 STMA-250.2 STMA-250.3 STMA-250.1 STMRD-A4 STMA-250 STMA-260 STMRD-A6 STMRD-A5 STMRD-A2 STMRD-A1 STMRD-A3 SAN A-140 WWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W WWWWWWWWWW W W W W20' W20' W20' PROP. 8" X 6" TEE1 - 8" VALVE1 - 6" VALVE (RESTRAINED)HYDRANT B2 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B3 PROP. 8" X 8" TEE3 - 8" VALVES PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B4 PROP. 8" X 8" CROSS4 - 8" VALVES PROP. 8" X 8" TEE3 - 8" VALVES8" CLASS 52 DIP W/L "D"8" CLASS 52 DIP W / L " D " 8" CLASS 52 DIP W/L "C" PROP.CONNECTIONTO EX. WLVALVE PROP. 8" FLUSHINGASSEMBLY (TYP)(FUTURE CONNECTIONTO RENAISSANCE SITE) TP 8" CLASS 52 DIP W/L "D"8" CLASS 52 DIP W/L "D"PROP. 8" X 6" TEE1 - 6" VALVE 30' FREDERICK WATEREASEMENT PROP. 45° BEND PROP. 45° BEND PROP. 22.5° BEND PROP. 45° BEND 8" CLASS 52 DIP W/L "F" PROP. 6" CLASS 52DIP COMBINED FIREAND DOMESTIC LINE PROP. 1 - 6" GATE VALVE PROP. FDC PROP. 11.25° BEND PROP. 11.25° BEND 1 - 6" GATE VALVE PROP. 11.25° BEND PROP. 1.5" DOMESTIC METERAND 4" FIRE METER TO BELOCATED INTERNALLY PROP. VARIABLEWIDTH FREDERICKWATER EASEMENT PROP.FH W/BOLLARDS (TYP.) PROP. AIR RELEASE VALVE STMA-221 STMA-231 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - UTIL - 2----->LAYOUT: C-502 - UTILITY PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-502 UTILITY PLAN 1"= 40' 0 40102040 UTIL- SHADY ELM PROPERTY SHADY ELM PROPERTY MATCHLINE - SHEET C-503 UTILITY NOTES: 1. ALL STORM SEWER PIPES TO BE RCP CLASS III UNLESSOTHERWISE NOTED. 2. DRY UTILITIES NOT DESIGNED AT THIS POINT. CONTRACTOR TOCHECK FOR CROSSINGS ONCE COMPLETED AND REACH OUT TODESIGN ENGINEER IF CONFLICTS ARE IDENTIFIED. 3. FREDERICK WATER SHALL PROVIDE AND INSTALL ALL METERSTHAT ARE 2 INCH AND SMALLER. THE METER SHALL BE NEPTUNEWITH AN INTEGRATED ENCODER REGISTER WITH RADIO UNIT(R900i). 4. METERS LARGER THAN 2 INCH SHALL BE PROVIDED ANDINSTALLED BY THE CONTRACTOR. THE METER SHALL BEMANUFACTURED BY NEPTUNE AND HAVE AN INTEGRATEDENCODER REGISTER WITH RADIO UNIT (R900i). 5. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER,SEWER, ELECTRIC OR GAS UTILITIES PER §165-203.01(B)(2)(E). 6. FIRE METERS AND DOMESTIC METERS, BACKFLOW DEVICES ANDASSOCIATED PIPING SHALL BE PER FREDERICK WATERINSPECTORS REQUIREMENTS. 7. CONTRACTOR SHALL PREPARE SEWER DISRUPTION PLAN ANDCOORDINATE WITH AFFECTED PARTYS. ALL WORK SHALL BE PERFREDERICK WATERS INSPECTORS REQUIREMENTS 8. UTILITY STUBS ARE PROVIDED FOR FUTURE CONNECTION TORENAISSANCE SITE. CONNECTIONS ARE CALLED OUTTHROUGHOUT SITE. LEGEND LOD LIMITS OF DISTURBANCE WATER MAIN CONNECTION NOTES: CONTRACTOR SHALL: 1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 2.INSTALL JOIN RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN. 3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC. MAYBE REQUIRED. 6.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTYS PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC.RENAISSANCE DRIVEPROP. BUILDING B 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) PROP. RAMP PROP. RAMP (TYP.) PROP. SITELIGHT (TYP.) PROP. SITELIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.)WE S NAD83WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WW20' W20' SAN20' W20' PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B4 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B5 PROP. 8" X 6" TEE1 - 8" VALVE1 - 6" VALVE (RESTRAINED)HYDRANT B1 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B6 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT A7 PROP. 8" X 6" TEE1 - 8" VALVES1 - 6" VALVE (RESTRAINED)HYDRANT B7 8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "C" PROP. CONNECTION TO EX. W/LCUT-IN TEE, LONG MJ SOLID SLEEVESAND THREE GATE VALVES. INSTALLJOINT RESTRAINTS ON EX. W/L. PROP. 8" FLUSHINGASSEMBLY (TYP)(FUTURE CONNECTIONTO RENAISSANCE SITE)8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "E"TP 30' FREDERICK WATEREASEMENT 30' FREDERICK WATEREASEMENTF PROP. 45° BEND PROP. 45° BEND PROP. 45° BEND PROP. 45° BEND PROP. 22.5° BENDPROP. 45° BEND PROP. 8" X 6" TEE2 - 8" VALVES1 - 6" VALVE (RESTRAINED)HYDRANT A5 8" CLASS 52 DIP W/L "A"8" CLASS 52 DIP W/L "A" PROP. FDC PROP. FDC PROP. 8" X 6" TEE1 - 8" VALVE1 - 6" VALVE (RESTRAINED)HYDRANT A6 PROP. 1 - 6" GATE VALVE PROP. 6" CLASS 52DIP COMBINED FIREAND DOMESTIC LINE CONTRACTOR SHALL REMOVE TEE AND VALVES, INSTALL DIPAND TWO LONG SOLIDSLEEVES DURING CUT-IN BELOW 1 - 6" GATE VALVE 1 - 6" GATE VALVE PROP. 8" X 6" TEE1 - 6" VALVE PROP. 1.5" DOMESTIC METERAND 4" FIRE METER TO BELOCATED INTERNALLY PROP. AIR RELEASE VALVE PROP. AIR RELEASE VALVE WWE S NAD8336" RCP24" RCP24" RCP 48" RCP42" RCP36" RCP36" RCP36" RCP30" RCP30" RCP30" RCP 42" RCP36" RCP 30" RCP 30" RCP 30" RCP24" RCP24" RCP24" RCP 24" RCP 12" HDPE 12" HDPE 12" HDPE 12" HDPE12" HDPE 12" HDPE12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE12" HDPE 15 " R C P 15" RCP12" HDPE12" HDPE12" HDPE 12" HDPE 12" HDPE 15 " R C P 15" RCP12" HDPE12" HDPE 12" HDPE12" HDPE 24" R C P 24" RCP18" RCP 12" HDPE 12" HDPE12" HDPE24" RCP15" RCP12" HDPE 12" HDPE18" RCP 12" HDPE12" HDPE12" HDPE12" HDPE12" HDPE SSS S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSS8" PVC SAN8" PVC SAN 8" PVC SAN8" PVC SAN8" PVC SAN6" PVC SAN 8" PVC SAN10+0010+12.0424+51.39 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 13+5014+50 15+50 16+50 17+50 18+50 19+50 20+50 21+50 22+50 23+50 24+50 25+68.06 10+00 11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0010+5011+5012+5013+5014+5015+5016+5017+5018+5019+5020+5021+5022+5023+5024+5025+5010+0010+26.7210+0010+00 10+15 10+00 10+0010+15 10+00 10+43.82 STMA-240 STMA-154.4 STMA-210 STMA-160.1 STMA-190.2 STMA-190.3 STMA-170.1 STMA-190.1 STMA-180.1 STMA-200.1 STMA-190 STMA-180 STMA-220 STMA-230 STMA-200 STMA-170 STMA-160 STMA-151 STMA-153.3 STMA-154.2 STMA-154.3 STMA-153.2 STMA-153.4 STMA-153.1 STMA-154.1 STMA-153 STMA-155 STMA-152 STMA-154 STMRD-B3 STMRD-B7 STMRD-B2 STMRD-B9 STMRD-B5 STMRD-B8 STMRD-B1 STMRD-B10 STMRD-B6 STMRD-B4 STMRD-B11 STMA-150 STMRD-B12 STMA-140 STMA-380.2STMA-141.2 STMA-141.3 STMA-380.4 STMA-380.3STMA-141.4 STMA-380.1 STMA-141.1 STMA-141 STMA-380STMA-400 STMA-390STMA-142 STMRD-C2 STMSTMRD-C3 STM STMRD-D4 STMRD-C4 STM SAN A-130 SAN A-100 SAN A-110 SAN A-120 SAN A-90 SSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WW20' W20' SAN20' W20' PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B4 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B5 PROP. 8" X 6" TEE1 - 8" VALVE1 - 6" VALVE (RESTRAINED)HYDRANT B1 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT B6 PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT A7 PROP. 8" X 6" TEE1 - 8" VALVES1 - 6" VALVE (RESTRAINED)HYDRANT B7 8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "C" PROP. CONNECTION TO EX. W/LCUT-IN TEE, LONG MJ SOLID SLEEVESAND THREE GATE VALVES. INSTALLJOINT RESTRAINTS ON EX. W/L. PROP. 8" FLUSHINGASSEMBLY (TYP)(FUTURE CONNECTIONTO RENAISSANCE SITE)8" CLASS 52 DIP W/L "E"8" CLASS 52 DIP W/L "E"TP 30' FREDERICK WATEREASEMENT 30' FREDERICK WATEREASEMENTF PROP. 45° BEND PROP. 45° BEND PROP. 45° BEND PROP. 45° BEND PROP. 22.5° BENDPROP. 45° BEND PROP. 8" X 6" TEE2 - 8" VALVES1 - 6" VALVE (RESTRAINED)HYDRANT A5 8" CLASS 52 DIP W/L "A"8" CLASS 52 DIP W/L "A" PROP. FDC PROP. FDC PROP. 8" X 6" TEE1 - 8" VALVE1 - 6" VALVE (RESTRAINED)HYDRANT A6 PROP. 1 - 6" GATE VALVE PROP. 6" CLASS 52DIP COMBINED FIREAND DOMESTIC LINE CONTRACTOR SHALL REMOVE TEE AND VALVES, INSTALL DIPAND TWO LONG SOLIDSLEEVES DURING CUT-IN BELOW 1 - 6" GATE VALVE 1 - 6" GATE VALVE PROP. 8" X 6" TEE1 - 6" VALVE PROP. 1.5" DOMESTIC METERAND 4" FIRE METER TO BELOCATED INTERNALLY PROP. AIR RELEASE VALVE PROP. AIR RELEASE VALVE WSTMA-221 STMA-231 42" RCP 10+0610+0010+0610+00DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - UTIL - 2----->LAYOUT: C-503 - UTILITY PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 1"= 40' 0 40102040 UTIL- MATCHLINE - SHEET C-502 MATCHLINE - SHEET C-504 MATCHLINE - SHEET C-505 C-503 UTILITY PLAN UTILITY NOTES: 1. ALL STORM SEWER PIPES TO BE RCP CLASS III UNLESSOTHERWISE NOTED. 2. DRY UTILITIES NOT DESIGNED AT THIS POINT. CONTRACTOR TOCHECK FOR CROSSINGS ONCE COMPLETED AND REACH OUT TODESIGN ENGINEER IF CONFLICTS ARE IDENTIFIED. 3. FREDERICK WATER SHALL PROVIDE AND INSTALL ALL METERSTHAT ARE 2 INCH AND SMALLER. THE METER SHALL BE NEPTUNEWITH AN INTEGRATED ENCODER REGISTER WITH RADIO UNIT(R900i). 4. METERS LARGER THAN 2 INCH SHALL BE PROVIDED ANDINSTALLED BY THE CONTRACTOR. THE METER SHALL BEMANUFACTURED BY NEPTUNE AND HAVE AN INTEGRATEDENCODER REGISTER WITH RADIO UNIT (R900i). 5. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER,SEWER, ELECTRIC OR GAS UTILITIES PER §165-203.01(B)(2)(E). 6. FIRE METERS AND DOMESTIC METERS, BACKFLOW DEVICES ANDASSOCIATED PIPING SHALL BE PER FREDERICK WATERINSPECTORS REQUIREMENTS. 7. CONTRACTOR SHALL PREPARE SEWER DISRUPTION PLAN ANDCOORDINATE WITH AFFECTED PARTYS. ALL WORK SHALL BE PERFREDERICK WATERS INSPECTORS REQUIREMENTS 8. UTILITY STUBS ARE PROVIDED FOR FUTURE CONNECTION TORENAISSANCE SITE. CONNECTIONS ARE CALLED OUTTHROUGHOUT SITE. LEGEND LOD LIMITS OF DISTURBANCE WATER MAIN CONNECTION NOTES: CONTRACTOR SHALL: 1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 2.INSTALL JOIN RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN. 3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC. MAYBE REQUIRED. 6.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTYS PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMITS OF DISTURBANCE: 35.85 AC.RENAISSANCE DRIVEPROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.)WE S NAD83WWWWWWWWWWWWWWWWWWWSAN20' PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT A4 PROP. 8" X 6" TEE1 - 8" VALVES1 - 6" VALVE (RESTRAINED)HYDRANT A3 8" CLASS 52 DIP W/L "B"8" CLASS 52 DIP W/L "B"WWPROP. 8" BOV(FUTURE CONNECTIONTO RENAISSANCE SITE) PROP. 8" X 8" TEE3 - 8" VALVES PROP. 22.5° BEND PROP. 11.25° BEND PROP. 45° BEND PROP. 45° BEND 8" CLASS 52 DIP W/L "A"8" CLASS 52 DIP W/L "A"1 - 6" GATE VALVE 1 - 6" GATE VALVE1 - 6" GATE VALVEWW WWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWE S NAD8348" RCP48" RCP 4 8 " R C P 48 " R C P 48" RC P48" RCP48" RCP48" RCP12" RCP48" RCP48" RCP15" RCP 24" RCP18" RCP 12" HDPE 12" HDPE12" HDPE12" HDPE18" RCP12" HDPE18" RCP15" RCP12" HDPE12" HDPE12" HDPE12" HDPESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS8" PVC SAN8" PVC SAN8" PVC SAN8" PVC SAN8" P V C S A N8" PVC SAN10+00 11+00 12+0013+0014+00 15+00 16+00 17+00 18+00 10+50 11+5012+5013+5014+50 15+50 16+50 17+50 18+50 10+23. 5 9 10+00 25+88.50 17+0018+0019+0020+0021+0022+0023+0024+0025+0017+5018+5019+5020+5021+5022+5023+5024+5025+5010+0010+24.50STMA-130 STMA-121 STMA-101 STMA-141.2 STMA-141.3 STMA-141.4 STMA-40.4 STMA-40.1 STMA-70 STMA-40.3 STMA-40.2 STMA-100 STMA-90 STMA-110 STMA-120 STMA-50STMA-60 STMA-40 STMRD-C2 STMRD-C3 STMRD-C4 STMRD-C8STMRD-C7STMRD-C6STMRD-C5 SAN A-70 SAN A-60 SAN A-80 SAN A-40SAN A-50 WWWWWWWWWWWWWWWWWWWSAN20' PROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT A4 PROP. 8" X 6" TEE1 - 8" VALVES1 - 6" VALVE (RESTRAINED)HYDRANT A3 8" CLASS 52 DIP W/L "B"8" CLASS 52 DIP W/L "B"WWPROP. 8" BOV(FUTURE CONNECTIONTO RENAISSANCE SITE) PROP. 8" X 8" TEE3 - 8" VALVES PROP. 22.5° BEND PROP. 11.25° BEND PROP. 45° BEND PROP. 45° BEND 8" CLASS 52 DIP W/L "A"8" CLASS 52 DIP W/L "A"1 - 6" GATE VALVE 1 - 6" GATE VALVE1 - 6" GATE VALVEWW WWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W STMA-81 STMA-80 10+0610+00DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - UTIL - 2----->LAYOUT: C-504 - UTILITY PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 1"= 40' 0 40102040 UTIL- MATCHLINE - SHEET C-503 MATCHLINE - SHEETC-505C-504 UTILITY PLAN UTILITY NOTES: 1. ALL STORM SEWER PIPES TO BE RCP CLASS III UNLESSOTHERWISE NOTED. 2. DRY UTILITIES NOT DESIGNED AT THIS POINT. CONTRACTOR TOCHECK FOR CROSSINGS ONCE COMPLETED AND REACH OUT TODESIGN ENGINEER IF CONFLICTS ARE IDENTIFIED. 3. FREDERICK WATER SHALL PROVIDE AND INSTALL ALL METERSTHAT ARE 2 INCH AND SMALLER. THE METER SHALL BE NEPTUNEWITH AN INTEGRATED ENCODER REGISTER WITH RADIO UNIT(R900i). 4. METERS LARGER THAN 2 INCH SHALL BE PROVIDED ANDINSTALLED BY THE CONTRACTOR. THE METER SHALL BEMANUFACTURED BY NEPTUNE AND HAVE AN INTEGRATEDENCODER REGISTER WITH RADIO UNIT (R900i). 5. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER,SEWER, ELECTRIC OR GAS UTILITIES PER §165-203.01(B)(2)(E). 6. FIRE METERS AND DOMESTIC METERS, BACKFLOW DEVICES ANDASSOCIATED PIPING SHALL BE PER FREDERICK WATERINSPECTORS REQUIREMENTS. 7. CONTRACTOR SHALL PREPARE SEWER DISRUPTION PLAN ANDCOORDINATE WITH AFFECTED PARTYS. ALL WORK SHALL BE PERFREDERICK WATERS INSPECTORS REQUIREMENTS 8. UTILITY STUBS ARE PROVIDED FOR FUTURE CONNECTION TORENAISSANCE SITE. CONNECTIONS ARE CALLED OUTTHROUGHOUT SITE. LEGEND LOD LIMITS OF DISTURBANCE WATER MAIN CONNECTION NOTES: CONTRACTOR SHALL: 1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 2.INSTALL JOIN RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN. 3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC. MAYBE REQUIRED. 6.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTYS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LO D LODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LIMITS OF DISTURBANCE: 35.85 AC. PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. SITELIGHT (TYP.)WE S NAD83WWWWWWWWWWWWWWWWWWWWWWWPROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT A1 PROP. 8" X 8" TEE1 - 8" VALVESHYDRANT A2 8" CLASS 52 DIP W/L "B" TP TP WAT30' 8" CLASS 52 DIP W/L "A" PROP. 1 - 6" GATE VALVE PROP. FDC WWWWWWWW PROP. 8" X 8" TEE3 - 8" VALVES PROP. 6" CLASS 52 DIPCOMBINED FIRE ANDDOMESTIC LINE 1 - 8" X 6" REDUCER1 - 6" GATE VALVE 1 - 6" GATE VALVE PROP. 1.5" DOMESTIC METERAND 4" FIRE METER TO BELOCATED INTERNALLY PROP. 2 - 45° BENDS1 - 8" X 6" REDUCER CONTRACTOR SHALL PREPARE SEWER DISRUPTION/BYPASS PLAN AND COORDINATE WITH AFFECTED PARTYS. ALL WORK SHALL BE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS PROP. CONNECTION TO EX.W/L. CUT-IN TEE, LONG MJSOLID SLEEVES AND THREEGATE VALVES. INSTALL JOINTRESTRAINTS ON EX. W/L. W W W W W W W W W W W W W W W W W W W W W W WE S NAD8360" RCP48" RCP48" RCP 36" RCP 36" RCP 36" RCP36" RCP36" RCP36" RCP36" RCP15" RCP12" HDPE 12" HDPE18" RCP 12" HDPE12" HDPE12" HDPE18" RCP12" HDPE18" HDPE18" RCP15" RCP12" HDPE12" HDPE12" HDPE12" HDPE12" HDPESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS8" PVC SAN8" PVC SAN8" PVC SAN 8" PVC SAN6" PVC SAN8" PVC SAN 10+0010+12.0419+00 20+00 21+00 22+00 23+00 24+0018+50 19+50 20+50 21+50 22+50 23+50 24+50 10+0011+0012+0013+0014+0015+0016+0017+00 10+5011+5012+5013+5014+5015+5016+5017+50 STMA-380.2 STMA-360 STMA-380.4 STMA-380.3 STMA-380.1 STMA-350 STMA-40.1 STMA-20.1STMA-20.4 STMA-20.2 STMA-20.3 STMA-340 STMA-330 STMA-40 STMA-310STMA-30 STMA-320 STMA-20 STMRD-D3 STMRD-D2 STMRD-D4STMRD-D1 STMRD-C8 STMRD-D8 STMA-10 STMRD-D7STMRD-D6STMRD-D5 SAN A-30 SAN A-10WWWWWWWWWWWWWWWWWWWWWWWPROP. 8" X 6" TEE1 - 6" VALVE (RESTRAINED)HYDRANT A1 PROP. 8" X 8" TEE1 - 8" VALVESHYDRANT A2 8" CLASS 52 DIP W/L "B" TP TP WAT30' 8" CLASS 52 DIP W/L "A" PROP. 1 - 6" GATE VALVE PROP. FDC WWWWWWWW PROP. 8" X 8" TEE3 - 8" VALVES PROP. 6" CLASS 52 DIPCOMBINED FIRE ANDDOMESTIC LINE 1 - 8" X 6" REDUCER1 - 6" GATE VALVE 1 - 6" GATE VALVE PROP. 1.5" DOMESTIC METERAND 4" FIRE METER TO BELOCATED INTERNALLY PROP. 2 - 45° BENDS1 - 8" X 6" REDUCER CONTRACTOR SHALL PREPARE SEWER DISRUPTION/BYPASS PLAN AND COORDINATE WITH AFFECTED PARTYS. ALL WORK SHALL BE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS PROP. CONNECTION TO EX.W/L. CUT-IN TEE, LONG MJSOLID SLEEVES AND THREEGATE VALVES. INSTALL JOINTRESTRAINTS ON EX. W/L. W W W W W W W W W W W W W W W W W W W W W W 10+0010+33.41 10+0010+54.5010+5010+0610+00DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - UTIL - 2----->LAYOUT: C-505 - UTILITY PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 1"= 40' 0 40102040 UTIL- MATCHLINE - SHEET C-503 MATCHLINE - SHEETC-504C-505 UTILITY PLAN UTILITY NOTES: 1. ALL STORM SEWER PIPES TO BE RCP CLASS III UNLESSOTHERWISE NOTED. 2. DRY UTILITIES NOT DESIGNED AT THIS POINT. CONTRACTOR TOCHECK FOR CROSSINGS ONCE COMPLETED AND REACH OUT TODESIGN ENGINEER IF CONFLICTS ARE IDENTIFIED. 3. FREDERICK WATER SHALL PROVIDE AND INSTALL ALL METERSTHAT ARE 2 INCH AND SMALLER. THE METER SHALL BE NEPTUNEWITH AN INTEGRATED ENCODER REGISTER WITH RADIO UNIT(R900i). 4. METERS LARGER THAN 2 INCH SHALL BE PROVIDED ANDINSTALLED BY THE CONTRACTOR. THE METER SHALL BEMANUFACTURED BY NEPTUNE AND HAVE AN INTEGRATEDENCODER REGISTER WITH RADIO UNIT (R900i). 5. TREES SHALL NOT BE PLANTED WITHIN EASEMENTS FOR WATER,SEWER, ELECTRIC OR GAS UTILITIES PER §165-203.01(B)(2)(E). 6. FIRE METERS AND DOMESTIC METERS, BACKFLOW DEVICES ANDASSOCIATED PIPING SHALL BE PER FREDERICK WATERINSPECTORS REQUIREMENTS. 7. CONTRACTOR SHALL PREPARE SEWER DISRUPTION PLAN ANDCOORDINATE WITH AFFECTED PARTYS. ALL WORK SHALL BE PERFREDERICK WATERS INSPECTORS REQUIREMENTS 8. UTILITY STUBS ARE PROVIDED FOR FUTURE CONNECTION TORENAISSANCE SITE. CONNECTIONS ARE CALLED OUTTHROUGHOUT SITE. LEGEND LOD LIMITS OF DISTURBANCE WATER MAIN CONNECTION NOTES: CONTRACTOR SHALL: 1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 2.INSTALL JOIN RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN. 3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC. MAYBE REQUIRED. 6.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTYS LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODWE S NAD83TP TP TP TP WE S NAD83SSSSSSSSSSSSS S SSSSSSSSTP TP TP TP DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - UTIL - 2----->LAYOUT: C-506 - SANITARY COMPUTATIONSCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-506 1"=150' 0 15037.575150 SANITARY COMPUTATIONS UTIL- SHADY ELM SANITARY COMPUTATIONS ASSUMED USE = FACTORY(PER 9VAC25-790-460)FLOW RATE = 25 GPD / EMPLOYEE (RANGE OF 15-35 GPD PER 9VAC25-790-460)NUMBER OF EMPLOYEES = UP TO 500PEAK FACTOR = 4.0 (WHICH IS EXCEEDING REQUIRED PEAK FACTOR OF 2.5) 500 EMPLOYEES * 25 GPD / EMPLOYEE =12,500 GPD12,500 GPD / (24 HOURS / DAY) / (60 MINUTES / HOUR) = 8.68 GPM 8.68 GPM * 4.0 PEAK FACTOR = 34.72 GPM AVAILABLE CAPACITY AT ARTILLERY PUMP STATION = *36 GPM *THE AVAILABLE CAPACITY OF 36 GPM ASSUMES THE AMERICAN WOODMARK ISSENDING 45 GPM TO THE ARTILLERY PUMP STATION TOTAL PROPOSED SANITARY FLOW = 34.72 GPM C-601 OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE I THIS PLAN TO BE UTILIZED FOR INFORMATIONAL PURPOSES ONLY C-602 EROSION AND SEDIMENT CONTROL PLAN PHASE I THIS PLAN TO BE UTILIZED FOR INFORMATIONAL PURPOSES ONLY C-603 EROSION AND SEDIMENT CONTROL PLAN PHASE I THIS PLAN TO BE UTILIZED FOR INFORMATIONAL PURPOSES ONLY C-604 EROSION AND SEDIMENT CONTROL PLAN PHASE I THIS PLAN TO BE UTILIZED FOR INFORMATIONAL PURPOSES ONLY C-605 EROSION AND SEDIMENT CONTROL PLAN PHASE I THIS PLAN TO BE UTILIZED FOR INFORMATIONAL PURPOSES ONLY C-606 EROSION AND SEDIMENT CONTROL PLAN PHASE I THIS PLAN TO BE UTILIZED FOR INFORMATIONAL PURPOSES ONLY PROP. BUILDING 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. BUILDING 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED SHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 L9L10 L11L23 S51°22'35"E 576.38'N38°39'24"E 597.56'S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43'S41°49'05"W 450.00' S42°06'50"W 235.16' S42°06'49"W 281.20' N27°46'36"E 461.66' N27°05'25"E 512.77' N27°29'58"E 292.75' S42°06'49"W 169.64' S42°04'45"W 723.53'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRENAISSANCE DRIVEWE S NAD83WE S NAD83>>>>>>>>>>>>>>>>>>>> >>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>SSSSSSSSSSSSSSSS S SSSSSSSW W W WWWWWWWWWWWWSWW W W W W WWWWWWWWWWWWWWW W 748744751750760758759761 762760758759761 766 767758760 773774771771771770 757758785790800WWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W WWW WWWWWWWW W W W W W W W W W IP IP IP IP IP IP IP IP IP IP IPIP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP XXXXXXXXXXXXXXXXXXSSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSFSSFSSFSSFSSFSSFSSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF BM BM BM BM CE SFXX XXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XXXXXXXXXXXXIP IP DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - ERO2 - 2----->LAYOUT: C-607 - OVERALL E & S CONTROL PLAN PHASE IICBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-607 1"=150' 0 15037.575150 OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE II ERO2- C-608 C-611 C-609 C-610 TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE SUPER SILT FENCE3.05 SSF X X XX X XNO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES STORM DRAIN INLET PROTECTION IP3.07 BLANKETS AND MATTING BM BMSOIL STABILIZATION3.36 SILT FENCE3.05 X X XSF PROP. SITELIGHT (TYP.) PROP. RAMP PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) SHADY ELM ROAD-VA R T E . 6 5 1 L9L10 N27°29'58"E 292.75' PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC.RENAISSANCE DRIVEWE S NAD83WE S NAD83>> >> >> >> >> >> >> >> >>>> >> >> >> >> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PROP. BERM 8' MAX HEIGHT >>>>>>>>>>>>>>>>>> > > >> >>SSSSSSSSSSWWWWWWWWWWWWWWWW WWW WWW WWWWWWWWWWW WWW W W W W W W W WWWWSTMA-213 STMA-211.2 STMA-212.1 STMA-211.3 STMA-211.1 STMA-214 STMA-212 STMA-211 STMA-240STMA-210 STMA-220 STMA-230 STMA-250.4 STMA-250.2 STMA-250.3 STMA-250.1 STMRD-A4 STMA-250 STMA-260 STMRD-A6 STMRD-A5 STMRD-A2 STMRD-A1 STMRD-A3 W W 800 WWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W WWWWWWWWWW W W W W20' W20' W20' PROP.FH W/BOLLARDS (TYP.) IP IP IP IP IP IP IP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSF SSF SSF SSF SSF SSF 0.43 ACC=0.70 A-212 1.22 ACC=0.65 A-260 0.34 ACC=0.80 A-211 0.83 ACC=0.90 A-250 0.21 ACC=0.90 RD-A4 0.21 ACC=0.90 RD-A5 0.24 ACC=0.90 RD-A6 0.21 ACC=0.90 RD-A1 0.21 ACC=0.90 RD-A2 0.24 ACC=0.90 RD-A3 0.14 ACC=0.90 A-220 0.15 ACC=0.90 A-230 BM XXX CE SF 37 LF OF 6" HDPE (DRAIN FROM WASH RACK TO SETTLING AREA) SETTLING AREA FOR WASH RACK RUNOFF (TO BE CLEANED AT THE END OF EACH WORK DAY) PROP. WASH RACK 15'75'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX0.17 ACC=0.60 A-214 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - ERO2 - 2----->LAYOUT: C-608- E & S CONTROL PLAN PHASE IICBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-608 EROSION AND SEDIMENT CONTROL PLAN PHASE II 1"= 40' 0 40102040 ERO2- SHADY ELM PROPERTY SHADY ELM PROPERTY MATCHLINE - SHEET C-609 TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE SUPER SILT FENCE3.05 SSF X X XX X XNO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES STORM DRAIN INLET PROTECTION IP3.07 BLANKETS AND MATTING BM BMSOIL STABILIZATION3.36 SILT FENCE3.05 X X XSF PROP. RAMP PROP. RAMP (TYP.) PROP. SITELIGHT (TYP.) PROP. SITELIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.) L10 L11L23 S51°22'35"E 576.38'N38°39'24"E 597.56' PROP. SAWCUT PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLIMITS OF DISTURBANCE: 35.85 AC. LIMITS OF DISTURBANCE: 35.85 AC.RENAISSANCE DRIVEWE S NAD83WE S NAD83>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> >> >> >>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSS S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W WWWWWWWWWWWWWWWWW W SSSWW W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW STMA-240 STMA-154.4 STMA-210 STMA-160.1 STMA-190.2 STMA-190.3 STMA-170.1 STMA-190.1 STMA-180.1 STMA-200.1 STMA-190 STMA-180 STMA-220 STMA-230 STMA-200 STMA-170 STMA-160 STMA-151 STMA-153.3 STMA-154.2 STMA-154.3 STMA-153.2 STMA-153.4 STMA-153.1 STMA-154.1 STMA-153 STMA-155 STMA-152 STMA-154 STMRD-B3 STMRD-B7 STMRD-B2 STMRD-B9 STMRD-B5 STMRD-B8 STMRD-B1 STMRD-B10 STMRD-B6 STMRD-B4 STMRD-B11 STMRD-B12 STMA-150 STMA-140 STMA-380.2STMA-141.2 STMA-141.3 STMA-380.4 STMA-380.3STMA-141.4 STMA-380.1 STMA-141.1 STMA-141 STMA-380STMA-400 STMA-390STMA-142 STMRD-C2 STMRD-D3STMRD-C3 STMRD-D2 STMRD-D4STMRD-C4 STMRD-D1 766 767758 760 773774771771771 770 757758785790 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WW20' W20' SAN20' W20'WIP IP IPIPIP IP IP IP IP IP IP IP IP IP IP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSF SSF SSF SSF SSF SSF SSF SSF 0.44 ACC=0.90 A-200 0.29 ACC=0.90 A-190 0.74 ACC=0.90 A-155 1.32 ACC=0.90 A-154 1.48 ACC=0.65 A-153 0.25 ACC=0.90 A-180 0.20 ACC=0.90 A-170 0.13 ACC=0.90 A-160 0.10 ACC=0.90 A-151 1.34 ACC=0.90 A-141 1.29 ACC=0.80 A-142 2.05 ACC=0.65 A-400 2.29 ACC=0.55 A-390 2.52 ACC=0.50 A-380 0.21 ACC=0.90 RD-B7 0.21 ACC=0.90 RD-B8 0.21 ACC=0.90 RD-B9 0.21 ACC=0.90 RD-B10 0.21 ACC=0.90 RD-B11 0.19 ACC=0.90 RD-B12 0.21 ACC=0.90 RD-B1 0.21 ACC=0.90 RD-B2 0.21 ACC=0.90 RD-B3 0.21 ACC=0.90 RD-B4 0.21 ACC=0.90 RD-B5 0.19 ACC=0.90 RD-B6 0.14 ACC=0.90 0.15 ACC=0.90 A-230 BMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXX0.10 ACC=0.90 A-150.2 IP IP DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - ERO2 - 2----->LAYOUT: C-609 - E & S CONTROL PLAN PHASE IICBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-609 EROSION AND SEDIMENT CONTROL PLAN PHASE II 1"= 40' 0 40102040 ERO2- MATCHLINE - SHEET C-608 MATCHLINE - SHEET C-610 MATCHLINE - SHEET C-611 TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE SUPER SILT FENCE3.05 SSF X X XX X XNO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES STORM DRAIN INLET PROTECTION IP3.07 BLANKETS AND MATTING BM BMSOIL STABILIZATION3.36 SILT FENCE3.05 X X XSF PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.) S41°49'05"W S42°06'50"W 235.16' S42°06'49"W 281.20' PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMITS OF DISTURBANCE: 35.85 AC.RENAISSANCE DRIVEWE S NAD83WE S NAD83>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> >> >> >> >>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W WWWWWWWWWWWW WWWWWWWWW W W WWWWWWWWWWWWWSTMA-130 STMA-121 STMA-101 STMA-141.2 STMA-141.3 STMA-141.4 STMA-40.4 STMA-40.1 STMA-70 STMA-40.3 STMA-40.2 STMA-100 STMA-90 STMA-110 STMA-120 STMA-50 STMA-60 STMA-40 STMRD-C2 STMRD-C3 STMRD-C4 STMRD-C8STMRD-C7STMRD-C6STMRD-C5WWW 744751750 760758759761 WWWWWWWWWWWWWWWWWWWSAN20'WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W IP IP IP IP IP IP IP IP IP IP SSF SSF SSF SSF SSF SSF SSF 0.68 ACC=0.90 A-101 0.21 ACC=0.80 A-120 0.35 ACC=0.90 A-50 0.42 ACC=0.90 A-60 0.33 ACC=0.90 A-81 0.11 ACC=0.90 A-90 0.14 ACC=0.90 A-100 0.55 ACC=0.90 RD-C2 0.55 ACC=0.90 RD-C3 0.84 ACC=0.90 RD-C4 BM BM XXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 0.55 ACC=0.90 RD-C5 0.55 ACC=0.90 RD-C6 0.55 ACC=0.90 RD-C7 0.55 ACC=0.90 RD-C8 0.69 ACC=0.90 A-40 0.35 ACC=0.90 A-70 0.42 ACC=0.90 A-121 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - ERO2 - 2----->LAYOUT: C-610 - E & S CONTROL PLAN PHASE IICBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-610 EROSION AND SEDIMENT CONTROL PLAN PHASE II 1"= 40' 0 40102040 ERO2- MATCHLINE - SHEET C-609 MATCHLINE - SHEETC-611TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE SUPER SILT FENCE3.05 SSF X X XX X XNO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES STORM DRAIN INLET PROTECTION IP3.07 BLANKETS AND MATTING BM BMSOIL STABILIZATION3.36 SILT FENCE3.05 X X XSF PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. SITELIGHT (TYP.)S51°22'35"E 949.15'S38°37'25"W 79.00' S51°22'35"E 68.00' S42°14'30"W 382.43' S41°49'05"W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LO D LODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LIMITS OF DISTURBANCE: 35.85 AC.WE S NAD83WE S NAD83>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWWWW STMA-380.2 STMA-360 STMA-380.4 STMA-380.3 STMA-380.1 STMA-350 STMA-40.1 STMA-20.1STMA-20.4 STMA-20.2STMA-20.3 STMA-340 STMA-330 STMA-310STMA-30 STMA-320STMA-20 STMRD-D3STMRD-D2 STMRD-D4STMRD-D1 STMRD-C8 STMRD-D8 STMA-10 STMRD-D7STMRD-D6STMRD-D5 WWW W 748 762760758759761 WWWWWWWWWWWWWWWWWWWWWWWWAT30'WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W IP IP IP IP IP IP IP SSF SSF SSF SSFSSF SSF SSF C=0.50 0.57 ACC=0.90 A-310 0.69 ACC=0.90 A-30 0.34 ACC=0.55 A-350 0.34 ACC=0.80 A-340 0.34 ACC=0.55 A-360 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX0.84 ACC=0.90 RD-D1 0.55 ACC=0.90 RD-D2 0.55 ACC=0.90 RD-D3 0.72 ACC=0.90 RD-D4 0.55 ACC=0.90 RD-C8 0.55 ACC=0.90 RD-D5 0.55 ACC=0.90 RD-D6 0.55 ACC=0.90 RD-D7 0.73 ACC=0.90 RD-D8 0.34 ACC=0.80 A-330 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - ERO2 - 2----->LAYOUT: C-611 - E & S CONTROL PLAN PHASE IICBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-611 EROSION AND SEDIMENT CONTROL PLAN PHASE II 1"= 40' 0 40102040 ERO2- MATCHLINE - SHEET C-609 MATCHLINE - SHEETC-610TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE SUPER SILT FENCE3.05 SSF X X XX X XNO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES STORM DRAIN INLET PROTECTION IP3.07 BLANKETS AND MATTING BM BMSOIL STABILIZATION3.36 SILT FENCE3.05 X X XSF C-612EROSION ANDSEDIMENTCONTROLNOTESCNDS- EROSION & SEDIMENT NARRATIVEPROJECT DESCRIPTION:THIS PROPOSED SUBJECT PROPERTY IS LOCATED ON AN UNDEVELOPED,RECENTLY ROUGH-GRADED, PARCEL FRONTING ON THE EASTERN SIDE OFSHADY ELM ROAD. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT FOURINDUSTRIAL BUILDINGS WITH ASSOCIATED LOADING AREAS, PARKING AREAS,UTILITIES AND LANDSCAPE IMPROVEMENTS. THE TOTAL DISTURBED AREA FORTHE CONSTRUCTION ACTIVITY IS ANTICIPATED TO BE 35.85 ACRES. ANADDITIONAL 28.57 ACRES OF IMPERVIOUS AREA IS ANTICIPATED UPONCOMPLETION OF THIS PROJECT WITH THIS APPLICATION.EXISTING SITE CONDITIONS:THE EXISTING ±45.01 ACRE SITE IS CURRENTLY UNDEVELOPED AND WASRECENTLY ROUGH GRADED IN PREPARATION FOR THIS PROPOSEDDEVELOPMENT. THE ON-SITE SLOPES VARY FROM 1% TO 50%.ADJACENT AREAS:THE SITE IS BORDERED ON THE NORTH BY SHADY ELMS ROAD, ON THE SOUTHBY A RAILROAD, AND TO THE EAST AND WEST BY LIGHT INDUSTRIALESTABLISHMENTS. RENAISSANCE DRIVE WILL BE CONSTRUCTED TO THE WESTOF THE SITE PRIOR TO CONSTRUCTION UNDER PLAN #0873-034-919. NO IMPACTSTO ADJACENT PROPERTIES ARE ANTICIPATED. THERE ARE NO WATERBODIES/WETLANDS IMMEDIATELY DOWNSTREAM OR ADJACENT TO THE SITE.OFF-SITE AREAS:NO OFFSITE LAND DISTURBANCE IS ANTICIPATED.SOILS:NO PROBLEM SOILS ARE KNOWN TO EXIST ON THIS SITE.CRITICAL AREAS:CRITICAL AREAS SUCH AS INTERMITTENT STREAMS, WETLANDS, AND MAN MADESTEEP SLOPES HAVE BEEN IDENTIFIED WITHIN THE PROPOSED LIMITS OFDISTURBANCE. PROPER PERMITS FOR DISTURBANCE IN THESE AREAS WILL BEOBTAINED PRIOR TO THE PHYSICAL DISTURBANCE TAKING PLACE. THECONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE APPROPRIATE SAFETYMEASURES AND EROSION CONTROLS DURING THE CONSTRUCTION ACTIVITIES.INCLUDING INSTALLING BLANKET MATTING ON THE MAN MADE STEEP SLOPESAS SHOWN IN THE EROSION AND SEDIMENT CONTROL PLAN.EROSION AND SEDIMENT CONTROL MEASURES:UNLESS OTHERWISE NOTED ALL VEGETATIVE AND STRUCTURAL EROSION ANDSEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED,ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUMSTANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISEWAIVED OR APPROVED BY A VARIANCE.SPECIFIC EROSION AND SEDIMENT MEASURES UTILIZED IN THIS PROJECTINCLUDE THE FOLLOWING:1. SAFETY FENCE - 3.01 - A PROTECTIVE BARRIER INSTALLED TO PREVENTACCESS TO AN EROSION CONTROL MEASURE. SAFETY FENCE SHALL BEINSTALLED AROUND THE LIMITS OF DISTURBANCE AS SHOWN ON THEPLANS TO PREVENT PEDESTRIAN TRAFFIC ON SITE.2. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 - A TEMPORARYCONSTRUCTION ENTRANCE WITHOUT A WASH RACK SHALL BE INSTALLED.DRIVERS OF THE CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASHTHEIR WHEELS BEFORE EXISTING THE PROPERTY.3. SUPER SILT FENCE - N/A - A REINFORCED SILT FENCE TO INTERCEPT ANDDETAIN SMALL AMOUNTS OF OF SEDIMENT FROM DISTURBED AREASDURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENTFROM LEAVING THE SITE.4. STORM DRAIN INLET PROTECTION - 3.07 - ALL STORM SEWER INLETSSHALL BE PROTECTED WITH THE INSTALLATION OF VARIOUS KINDS OFSEDIMENT TRAPPING MEASURES5. TEMPORARY DIVERSION DIKE - 3.09 - A TEMPORARY RIDGE OFCOMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPINGDISTURBED AREA.6. TEMPORARY SEDIMENT BASIN - 3.14 - A TEMPORARY BARRIER OR DAMWITH CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BYCONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS ADRAINAGEWAY.7. OUTLET PROTECTION - 3.18 - STRUCTURALLY LINED APRONS OR OTHERACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OFPIPES OR PAVED CHANNEL SECTIONS.8. TEMPORARY SEEDING - 3.31 - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS.9. PERMANENT SEEDING - 3.32 - ESTABLISHMENT OF PERENNIAL VEGETATIVECOVER ON DISTURBED AREAS BY PLANTING SEED TO REDUCE EROSIONAND DECREASE SEDIMENT YIELD AREAS, IMPROVED WILDLIFE HABITAT,ENHANCE NATURAL BEAUTY AND TO PERMANENTLY STABILIZE DISTURBEDAREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITECONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANTMATERIALS.10. DUST CONTROL - 3.39 - REDUCING SURFACE AND AIR MOVEMENTS OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTIONACTIVITIES.MAINTENANCE PROGRAM:1. SAFETY FENCE - 3.01 - THE MEASURE SHALL BE INSPECTED WEEKLY ANDAFTER EVERY RAINFALL AND REPAIRS MADE AS NEEDED. SAFETY FENCESHALL BE CHECKED REGULARLY FOR WEATHER-RELATED OR OTHERDAMAGE. ANY NECESSARY REPAIRS MUST BE MADE IMMEDIATELY. CARESHOULD BE TAKEN TO SECURE ALL ACCESS POINTS (GATES) AT THE ENDOF EACH WORKING DAY.2. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 - THE MEASURESHALL BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL AND REPAIRSMADE AS NEEDED. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLICRIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTINGSTONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED,DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS ORINTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OFWATER TRUCKS TO REMOVE MATERIAL DROPPED, WASHED, OR TRACKEDONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.3. SUPER SILT FENCE - N/A - SUPER SILT FENCES SHALL BE INSPECTEDIMMEDIATELY AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURINGPROLONGED RAINFALL. ANY REQUIRED REPAIRS BE MADE IMMEDIATELY.CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILTFENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THEFABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIORTO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BENECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENTDEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUSTBE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THEHEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACEAFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TOCONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.4. STORM DRAIN INLET PROTECTION - 3.07 - THE MEASURE SHALL BEINSPECTED WEEKLY AND AFTER EVERY RAINFALL AND REPAIRS MADE ASNEEDED.SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITSORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONEHALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BEDEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILLNOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZEDWHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.5. TEMPORARY DIVERSION DIKE - 3.09 - THE MEASURE SHALL BE INSPECTEDAFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL,OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERYTWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THEMEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED.DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUSTBE REPAIRED BEFORE THE END OF EACH WORKING DAY.6. TEMPORARY SEDIMENT BASIN - 3.14 - THE BASIN EMBANKMENT SHOULD BECHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUNDSAND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTIONEQUIPMENT. THE EMERGENCY SPILLWAY SHOULD BE CHECKEDREGULARLY TO ENSURE THAT ITS LINING IS WELL ESTABLISHED ANDEROSION-RESISTANT. THE BASIN SHOULD BE CHECKED AFTER EACHRUNOFF-PRODUCING RAINFALL FOR SEDIMENT CLEANOUT. WHEN THESEDIMENT REACHES THE CLEAN-OUT LEVEL, IT SHALL BE REMOVED ANDPROPERLY DISPOSED OF.7. TEMPORARY SEEDING - 3.31 - AREAS WHICH FAIL TO ESTABLISHVEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BERESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED.8. PERMANENT SEEDING - 3.32 - ALL SEEDED AREAS SHALL BE CHECKEDREGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREASSHOULD BE FERTILIZED AND RESEEDED AS NEEDED.9. SOIL STABILIZATION BLANKETS & MATTING - 3.36 - ALL SOIL STABILIZATIONBLANKETS AND MATTING SHOULD BE INSPECTED PERIODICALLYFOLLOWING INSTALLATION, PARTICULARLY AFTER RAINSTORMS TOCHECK FOR EROSION AND UNDERMINING. ANY DISLOCATION OR FAILURE SHOULD BE REPAIRED IMMEDIATELY. IF WASHOUTS OR BREAKAGEOCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THESLOPE OR DITCH. CONTINUE TO MONITOR THESE AREAS UNTIL WHICHTIME THEY BECOME PERMANENTLY STABILIZED; AT THAT TIME AN ANNUALINSPECTION SHOULD BE ADEQUATE.·NO AREA SHALL BE LEFT DENUDED FOR A PERIOD LONGER THAN 7 DAYSWITHOUT CONSTRUCTION ACTIVITY.·NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAYPAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARECONTAMINATED BY SILT TRAPPED AT LOW POINTS.·ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROMACCUMULATED DEBRIS AT ALL TIMES.·NO AREA SHALL BE LEFT DENUDED FOR A PERIOD LONGER THAN 7 DAYSWITHOUT CONSTRUCTION ACTIVITY.·NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAYPAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARECONTAMINATED BY SILT TRAPPED AT LOW POINTS.·ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROMACCUMULATED DEBRIS AT ALL TIMES.PERMANENT STABILIZATION:PERMANENT STABILIZATION SHALL BE PROVIDED ONCE ALL CONSTRUCTIONACTIVITIES ARE COMPLETE. THE SPECIFICATIONS AND DETAILS FOR THEPERMANENT STABILIZATION ARE INCLUDED ON SHEET C-415. PERMANENTSTABILIZATION INCLUDES PERMANENT SEEDING, SODDING, AND MULCHING.THE SITE CONTRACTOR SHALL USE THE STABILIZATION METHOD AS DEEMEDMOST APPROPRIATE FOR EACH GIVEN PERVIOUS AREA.STORMWATER RUNOFF CONSIDERATIONS:THE WATER QUANTITY REQUIREMENTS FOR THIS SITE ARE MET WITH THEINSTALLATION OF AN ONSITE WET POND LOCATED AT THE NORTHEAST LIMITSOF THE SITE. THIS STORMWATER MANAGEMENT POND ENSURES THAT THEDOWNSTREAM CHANNELS ARE ADEQUATE AND NON-EROSIVE TO THE POINT OFANALYSIS. CONSTRUCTION ENTRANCES WITH WASH RACKS, SEDIMENT BASINS,DIVERSION DIKES, SUPER SILT FENCE, AND OUTLET PROTECTION WILL BE USEDTO PROTECT DOWNSTREAM WATERWAYS.CALCULATIONS:CALCULATIONS ARE SHOWN ON SHEET C-605 FOR THE PROPOSED SEDIMENTBASIN.OTHER IMPORTANT NOTES:A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BEMAINTAINED ON SITE AT ALL TIMES.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THANINDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITEBORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT ASUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW ANDAPPROVAL BY THE PLAN APPROVING AUTHORITY.THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSIONCONTROL MEASURES AND INSTALLATION OF ANY ADDITIONAL EROSIONCONTROL MEASURES AS NECESSARY TO PREVENT EROSION ANDSEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TOOR AS THE FIRST STEP IN CLEARING AND GRADING.ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE ANDSUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROMTRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLICRIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THESTREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THESTREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALLTIMES.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK INSUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRISONTO ADJACENT PROPERTIES.PRIOR TO FORECAST OF A LARGE STORM EVENT, THE CONTRACTOR SHALLINSPECT ALL EROSION CONTROL MEASURES AND ENSURE THEY AREFUNCTIONAL. ANY OPEN TRENCHES SHALL BE TEMPORARILY BACKFILLED.MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BEAPPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINALGRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILSTABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TODENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINDORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENTSTABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFTDORMANT FOR MORE THAN ONE (1) YEAR.R-1: TEMPORARY SOIL STABILIZATION WILL BE APPLIED TO NEWLYGRADED AND DENUDED AREAS THAT WILL REMAIN DORMANT(UNDISTURBED) FOR LONGER THAN 7 DAYS. PERMANENTSTABILIZATION WILL BE APPLIED WITHIN 14 DAYS TO DENUDED AREASWHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED FORLONGER THAN 14 DAYS.MS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILESAND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITHSEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FORTHE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OFALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOILINTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.R-2: ALL STOCKPILES WILL BE STABILIZED AND PROTECTED WITHSEDIMENT TRAPPING MEASURES.MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ONDENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENTVEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL AGROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TOSURVIVE, AND WILL INHIBIT EROSION.R-3: PERMANENT VEGETATION WILL BE PROVIDED FOR ALL DENUDEDAREAS.MS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENTBARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENTSHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBINGACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LANDDISTURBANCE TAKES PLACE.R-4: SILT FENCE IS PROPOSED ALONG DOWNWARD SLOPES INDISTURBED AREAS AND WILL BE FUNCTIONAL BEFORE UPSLOPELAND DISTURBANCE COMMENCES.MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHENSTRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELYAFTER INSTALLATION.R-5: ALL EARTHEN DAMS, DIKE, AND DIVERSIONS SHALL BESTABILIZED AFTER INSTALLATION.MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNEDAND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BESERVED BY THE TRAP OR BASIN.A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAPSHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA ANDTHE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THANTHREE (3) ACRES.B. SURFACE RUNOFF FROM DISTURBED AREAS THAT ISCOMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THANOR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED BY ASEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF ASEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OFDRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM,MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING ATWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFFCOEFFICIENTS USED IN RUNOFF CALCULATIONS SHALLCORRESPOND TO A BARE EARTH CONDITION OR THOSECONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN ISUTILIZED.R-6: SEDIMENT BASINS HAVE BEEN SIZED AND DESIGNED BASED UPONTHE TOTAL CONTRIBUTING DRAINAGE AREA AS REQUIRED.MS-7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTEDIN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUNDTO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENTSTABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPESTABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.R-7: CUT AND FILL SLOPES WILL BE CONSTRUCTED IN A MANNERTHAT WILL MINIMIZE EROSION. ANY SLOPES THAT ARE FOUND TO BEERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENTSTABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPESTABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILLSLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY ORPERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.R-8: CONCENTRATED RUN-OFF IS NOT EXPECTED OUTSIDE OF DESIGNCONSTRUCTION SWALES, WHICH SHALL BE INSTALLED WITH CHECKDAMS. ALL CONCENTRATED RUN-OFF ENCOUNTERED DURINGCONSTRUCTION WILL BE CONTAINED WITHIN AN ADEQUATE,CHANNEL, FLUME OR SLOPE DRAIN.MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATEDRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.R-9: CONTRACTOR SHALL ENSURE ADEQUATE MEASURES AREPROVIDED SHOULD THIS CONDITION ARISE.MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURINGCONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADENWATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRSTBEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.R-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURINGCONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADENWATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRSTBEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.MS-11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCECHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLETPROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENTCHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCECHANNEL AND RECEIVING CHANNEL.R-11: STORMWATER CONVEYANCE CHANNELS WILL HAVE ADEQUATELININGS AND OUTFALL TO PREVENT EROSION.MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT,CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TOTHE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OFCAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FORTHESE STRUCTURES IF ARMORED BY NON-ERODIBLE COVERMATERIALS.R-12: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS ALIVE WATERCOURSE.MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BYCONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) MONTHPERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTEDOF NON-ERODIBLE MATERIALS SHALL BE PROVIDED.R-13: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS ALIVE WATERCOURSE.MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONSPERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSESSHALL BE MET.R-14: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS ALIVE WATERCOURSE.MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BESTABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE ISCOMPLETED.R-15: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS ALIVE WATERCOURSE.MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED INACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TOOTHER APPLICABLE CRITERIA:A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENEDAT ONE TIME.B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OFTRENCHES.C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTEREDOR PASSED THROUGH AN APPROVED SEDIMENT TRAPPINGDEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOESNOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITEPROPERTY.D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BEPROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION ANDPROMOTE STABILIZATION.E. RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCEWITH THESE REGULATIONS.F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.R-16: THERE ARE NO PROPOSED UNDERGROUND UTILITY LINES, N.A..MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECTPAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZETHE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THEPAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVEDOR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BEREMOVED FROM THE ROADS BY SHOVELING OR SWEEPING ANDTRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREETWASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED INTHIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUALDEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBINGACTIVITIES.R-17: TWO(2) PROPOSED CONSTRUCTION ENTRANCES / EXITS HAVEBEEN PLACED TO MINIMIZE THE TRANSPORT OF SEDIMENT BYVEHICULAR TRACKING ON THE PAVED SURFACE. ANY AND ALLMATERIAL OR DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROADSURFACE WILL BE REMOVED THOROUGHLY AT THE END OF EACH DAYBY THE CONTRACTOR. SEDIMENT SHALL BE REMOVED FROM ROADSBY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENTCONTROLLED DISPOSAL AREA.MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESSHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATIONOR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAMAUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREASRESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALLBE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION ANDSEDIMENTATION.R-18: TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESWILL BE REMOVED UPON APPROVAL BY THE COUNTY INSPECTOR ANDANY AREA DISTURBED BY THE REMOVAL WILL BE IMMEDIATELYSTABILIZED.MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROMDEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENTDEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME,VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THESTATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCEWITH THE FOLLOWING STANDARDS AND CRITERIA:A. CONCENTRATED STORMWATER RUNOFF LEAVING ADEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO ANADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPEOR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFFIS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAMSTABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPESYSTEM SHALL BE PERFORMED.B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED INTHE FOLLOWING MANNER:(1) THE APPLICANT SHALL DEMONSTRATE THAT THETOTAL DRAINAGE AREA TO THE POINT OF ANALYSISWITHIN THE CHANNEL IS ONE HUNDRED TIMESGREATER THAN THE CONTRIBUTING DRAINAGE AREAOF THE PROJECT IN QUESTION; OR(2) (A) NATURAL CHANNELS SHALL BE ANALYZED BYTHE USE OF A TWO (2) YEAR STORM TO VERIFY THATSTORMWATER WILL NOT OVERTOP CHANNEL BANKSNOR CAUSE EROSION OF CHANNEL BED OR BANKS;AND(B) ALL PREVIOUSLY CONSTRUCTED MAN-MADECHANNELS SHALL BE ANALYZED BY THE USE OF ATEN (10) YEAR STORM TO VERIFY THAT STORMWATERWILL NOT OVERTOP ITS BANKS BY THE USE OF A TWO(2) YEAR STORM TO DEMONSTRATE THATSTORMWATER WILL NOT CAUSE EROSION OFCHANNEL BED OR BANKS; AND PIPES AND STORMSEWER SYSTEMS SHALL BE ANALYZED BY THE USEOF A TEN (10) YEAR STORM TO VERIFY THATSTORMWATER WILL BE CONTAINED WITHIN THE PIPEOR SYSTEM.C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLYCONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOTADEQUATE, THE APPLICANT SHALL:(1) IMPROVE THE CHANNEL TO A CONDITION WHERE ATEN (10) YEAR STORM WILL NOT OVERTOP THE BANKSAND A TWO (2) YEAR STORM WILL NOT CAUSEEROSION TO THE CHANNEL BED OR BANKS; OR(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITIONWHERE THE TEN (10) YEAR STORM IS CONTAINEDWITHIN THE APPURTENANCES; OR(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THEPRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO(2) YEAR STORM TO INCREASE WHEN RUNOFFOUTFALLS INTO A NATURAL CHANNEL OR WILL NOTCAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATEFROM A TEN (10) YEAR STORM TO INCREASE WHENRUNOFF OUTFALLS INTO A MAN-MADE CHANNEL;OR(4) PROVIDE A COMBINATION OF CHANNELIMPROVEMENT, STORMWATER DETENTION OR OTHERMEASURE WHICH IS SATISFACTORY TO THEPLAN-APPROVING AUTHORITY TO PREVENTDOWNSTREAM EROSION.D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TOMAKE THE IMPROVEMENTS.E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTINGWATERSHED CHARACTERISTICS AND THE ULTIMATEDEVELOPMENT OF THE SUBJECT PROJECT.F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDESSTORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROMTHE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTIONFACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCEREQUIREMENTS OF THE FACILITY AND THE PERSONRESPONSIBLE FOR PERFORMING THE MAINTENANCE.G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGEDTO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BEPLACED AT THE OUTFALL OF ALL DETENTION FACILITIES ASNECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THEFACILITY TO THE RECEIVING CHANNEL.H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSEEROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALLBE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPEOR PIPE SYSTEM, OR TO A DETENTION FACILITY.J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA,INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIALOR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TOBE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THEDEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE ASINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERSTHAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALLBE USED IN ALL ENGINEERING CALCULATIONS.K. ALL MEASURES USED TO PROTECT PROPERTIES ANDWATERWAYS SHALL BE EMPLOYED IN A MANNER WHICHMINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL ANDBIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHERWATERS OF THE STATE.R-19: SEE STORMWATER MANAGEMENT NARRATIVE ON SHEET C-503.EROSION AND SEDIMENT CONTROLMINIMUM STANDARDS (MS-19)1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15.2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORETHAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME.3. EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED INONE DAY PRIOR TO ANY SNOW EVENT.4. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALLNOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKEDHAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE ISWITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE.5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSEDSURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATEOF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) ORDORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY ANAPPROVED ANCHORING TECHNIQUE.6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILLNOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TEMPERATURESTHE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCHOR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINALTREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1ST AND IFTHE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH,THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300% HIGHERTHAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED. IFCONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSEDAREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THESURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATIONOF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER ORANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THEABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOWDITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT,EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF strawOR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS.7. MULCHING REQUIREMENTS:7.1. BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCHSHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOODCELLULOSE FIBER.7.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGEWAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECTWINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%.7.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITHSLOPES GREATER THAN 15% AFTER OCTOBER 1ST THE SAME APPLIESFOR ALL SLOPES GREATER THAN 8%.8. AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDINGOR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END OF EACHWORKING DAY.9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVEDFROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT.10. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.)MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMSTHAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUMPROTECTION AGAINST EROSION RUNOFF.11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCHTIME AS THEY ARE REMOVED.EROSION CONTROLNOTES DURINGWINTER CONSTRUCTIONTOPSOIL NARRATIVE:WHEN PHASE I EROSION CONTROL MEASURES ARE IN PLACE AND ROUGHGRADING OF THE SITE BEGINS, THE CONTRACTOR SHALL DETERMINELOCATION OF AN AREA DEEMED ACCEPTABLE BY THE COUNTY INSPECTOR.AS THE SITE REACHES FINAL GRADE THE CONTRACTOR SHALL RE-APPLY THESUITABLE MATERIAL FROM THE STOCKPILED TOPSOIL TO THE PROPOSEDOPEN SPACE AREAS WITH A DEPTH OF AT LEAST 6".ANY EXCESS TOPSOIL THAT CANNOT BE UTILIZED ON-SITE SHALL BEDISPOSED OF IN A LAWFUL MANNER. THIS PROCESS SHALL BE COORDINATEDWITH THE OFF-SITE HAUL ARES ARE PROPERLY PERMITTED.DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORH:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - CNDS - 2----->LAYOUT: C-612 - E & S CONTROL NOTESCB THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:S2120923JBGMO04/18/22-2PROP.SITE PLANDOCUMENTSPROPOSEDDEVELOPMENT553 SHADY ELM ROADWINCHESTER, VIRGINIA 22602FREDERICK COUNTYALWAYS CALL 811It's fast. It's free. It's the law.12REVISION 2 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY04/22/221ST SUBMISSION TOCOUNTYRKMO08/24/22REV. PER COUNTYCOMMENTSPSCB08/24/22NOT APPROVED FORCONSTRUCTION12825 WORLDGATE DR. SUITE 700HERNDON, VIRGINIA 20170Phone: (703) 709-9500Fax: (703) 709-9501VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER Sep 29, 2022 SHADY ELMPROPERTYMICHAEL K.O'SHAUGHNESSYLic. No. 040205077309/29/22 C-613EROSION ANDSEDIMENTCONTROLDETAILSCNDS- NOTES:1. SOIL TEST REQUIRED TO DETERMINE SITE SPECIFIC LIME AND FERTILIZER SPECIFICATIONS.2. RESULTS OF THE SOIL TESTS SHALL BE DELIVERED TO THE CONTRACTOR AND INSPECTOR PRIOR TO FINAL STABILIZATION.3. CONTRACTOR SHALL SELECT A STANDARD VESCH HANDBOOK SEEDING MIX, APPROPRIATE FOR THE REGION & CLIMATE, FOR TEMPORARY AND PERMANENTSEEDING.DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORH:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - CNDS - 2----->LAYOUT: C-613 - E & S CONTROL DETAILSCB THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:S2120923JBGMO04/18/22-2PROP.SITE PLANDOCUMENTSPROPOSEDDEVELOPMENT553 SHADY ELM ROADWINCHESTER, VIRGINIA 22602FREDERICK COUNTYALWAYS CALL 811It's fast. It's free. It's the law.12REVISION 2 -REVISIONSREV DATE COMMENTDRAWN BYCHECKED BY04/22/221ST SUBMISSION TOCOUNTYRKMO08/24/22REV. PER COUNTYCOMMENTSPSCB08/24/22NOT APPROVED FORCONSTRUCTION12825 WORLDGATE DR. SUITE 700HERNDON, VIRGINIA 20170Phone: (703) 709-9500Fax: (703) 709-9501VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER Sep 29, 2022 SHADY ELMPROPERTYMICHAEL K.O'SHAUGHNESSYLic. No. 040205077309/29/22 SSSSSSSSSSSSSSSS S SSSSSSSSSHADY ELM R O A D - V A R T E . 6 5 1 SHADY ELM ROAD-VA R T E . 6 5 1 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODRENAISSANCE DRIVEWE S NAD83WWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W WWW WWWWWWWW W W W W W W W W W WE S NAD831,213 LF ROAD BUFFERA365 LF ROAD BU F F E R B 25' PARKING SETBACK25' PARKING SE T B A C K LANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES AR 30 ACER RUBRUM 'OCTOBER GLORY'OCTOBER GLORY RED MAPLE 1 1/4" CAL.B+B FSY 25 FAGUS SYLVATICA EUROPEAN BEECH 1 1/4" CAL.B+B GB 18 GINKGO BILOBA MAIDENHAIR TREE GINKGO 1 1/4" CAL.B+B GTI 38 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1/4" CAL.B+B PLO 30 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1 1/4" CAL.B+B PXAB 33 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE 1 1/4" CAL.B+B QPH 16 QUERCUS PHELLOS WILLOW OAK 1 1/4" CAL.B+B QR 20 QUERCUS RUBRA RED OAK 1 1/4" CAL.B+B UAP 21 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 1 1/4" CAL.B+B ZS 29 ZELKOVA SERRATA JAPANESE ZELKOVA 1 1/4" CAL.B+B SUBTOTAL:260 ORNAMENTAL TREES AC 11 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1 1/4" CAL.B+B CC 15 CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL.B+B CK 19 CORNUS KOUSA CHINESE DOGWOOD 1 1/4" CAL.B+B CPY 20 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1 1/4" CAL.B+B CVWK 12 CRATAEGUS VIRIDIS 'WINTER KING'WINTER KING HAWTHORN 1 1/4" CAL.B+B HVCW 12 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 1 1/4" CAL.B+B MV 14 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 1/4" CAL.B+B SUBTOTAL:103 EVERGREEN TREES IXF2 113 ILEX X FOSTERI FOSTER'S HOLLY MIN. 4'B+B JCHC 42 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS'COLUMNAR HETZ JUNIPER MIN. 4'B+B JCS 97 JUNIPERUS CHINENSIS 'SPARTAN'SPARTAN JUNIPER MIN. 4'B+B JSS 118 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER MIN. 4'B+B TOE 104 THUJA OCCIDENTALIS 'EMERALD'EMERALD GREEN ARBORVITAE MIN. 4'B+B SUBTOTAL:474 DECIDUOUS SHRUBS CA 67 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 36" MIN.7 GAL. IV 85 ITEA VIRGINICA 'HENRY'S GARNET'GARNET SWEETSPIRE 36" MIN.7 GAL. RAGL 44 RHUS AROMATICA "GRO-LOW'GRO-LOW SUMAC 36" MIN.7 GAL. RK 43 ROSA 'KNOCKOUT'KNOCKOUT ROSE 36" MIN.7 GAL. SUBTOTAL:239 EVERGREEN SHRUBS ICC 72 ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 36" MIN.7 GAL. IGC 78 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 36" MIN.7 GAL. MYC 70 MYRICA CERIFERA WAX MYRTLE 36" MIN.7 GAL. VR 29 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 36" MIN.7 GAL. SUBTOTAL:249 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE. B SHADY ELM ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 8 ADJACENT ROAD NAME SHADY ELM ROAD TOTAL LINEAR FEET 365 LF 8 8 "@" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT IMPERVIOUS AREA 1,215,628 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 2,000 SF FIRST 100,000 SF)50 50 PERIMETER LANDSCAPING SECTION 165-202.01.D.13.a. PARKING AREA 205,223 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 10 SPACES)45 TREES 56 TREES INTERIOR LANDSCAPING SECTION 165-202.01.D.13.b. PARKING SPACES 450 SPACES "#" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (1 PER 5,000 SF THEREAFTER)224 224 PLANTING AREA RATIO 5% PLANTING AREA (205,223 SF X 5%)10,262 SF 23,960 SF (11.67%) "$" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EAST-WEST COLLECTOR ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) EVERGREEN TREES (3 TREE PER 10 FEET)0110 110 110 A DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 25 ADJACENT ROAD NAME RENAISSANCE DRIVE TOTAL LINEAR FEET 1,213 LF 25 25 "!" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EVERGREEN TREES (3 TREE PER 10 FEET)0364 364 364 3' HEDGEROW OF SHRUBS 0NA 239 239 TREES (TOTAL)274 274 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - LSCP - 2----->LAYOUT: C-701 - OVERALL LANDSCAPE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-701 1"=150' 0 15037.575150 OVERALL LANDSCAPE PLAN LSCP- C-702 C-705 C-703 C-704 LANDSCAPE NOTES: 1. PLANTING PROCEDURE. ALL REQUIRED TREES AND SHRUBS SHALL MEET THE SPECIFICATIONS AND PROCEDURES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. A. ALL TREES SHALL BE PLANTED NO CLOSER THAN THREE FEET TO THE EDGE OF SIDEWALKS, CURB OR OTHER PAVEMENT. B. DECIDUOUS TREES SHALL BE A MINIMUM OF ONE AND ONE QUARTER (1 1/4") INCH CALIPER AT THE TIME OF PLANNING. C. ONLY SINGLE STEM TREES SHALL BE PLANTED AS STREET TREES. D. EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AT THE TIME OF PLANTING. SHRUBS SHALL BE A MINIMUM THREE GALLON CONTAINER AT THE TIME OF PLANTING. IN ADDITION TO THE THREE GALLON CONTAINER REQUIREMENT, PARKING LOT SCREENING SHRUBS SHALL BE A MINIMUM OF 36” IN HEIGHT AT TIME OF PLANTING AND BUFFER SHRUBS SHALL BE A MINIMUM OF 18” IN HEIGHT AT TIME OF PLANTING. SPACING OF PARKING LOT SCREENING SHRUBS SHALL BE NO GREATER THAN FOUR (4) FEET ON CENTER. E. ONLY TREES HAVING A MATURE HEIGHT OF LESS THAN 20 FEET SHALL BE LOCATED UNDER OVERHEAD UTILITY LINES. F. MEASUREMENT OF SIZE. CALIPER IS MEASURED SIX (6) INCHES ABOVE THE GROUND UP TO AND INCLUDING FOUR (4) INCH CALIPER SIZE, AND TWELVE (12) INCHES ABOVE THE GROUND FOR LARGER SIZES. DIAMETER AT BREAST HEIGHT (DBH) WILL BE MEASURED AT THE HEIGHT OF 54 INCHES FROM THE BASE OF THE TRUNK OR AS OTHERWISE ALLOWED IN THE GUIDE FOR PLANT APPRAISAL. 2. MAINTENANCE. THE OWNER, DEVELOPER, AND/OR BUILDER WHO IS RESPONSIBLE FOR PLANTING REQUIRED LANDSCAPING SHALL BE RESPONSIBLE FOR MAINTAINING IT IN A STATE OF GOOD HEALTH FOR ONE YEAR AFTER PLANTING. AFTER ONE YEAR, FROM THE DATE OCCUPANCY IS APPROVED, THE INDIVIDUAL PROPERTY OWNER AND/OR HOMEOWNER'S ASSOCIATION SHALL BECOME RESPONSIBLE FOR MAINTENANCE. AS LONG AS THE INTENT OF THIS SECTION IS MET, THE ZONING ADMINISTRATOR MAY WAIVE THE REQUIREMENT FOR LANDSCAPING ON INDIVIDUAL BUILDING LOTS WHEN A HAZARD OR NUISANCE EXISTS. 3. ALL LANDSCAPING WILL CONFORM TO §165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE. 4. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. SSSSSSSSSSPROP. BUILDING A 56,700 SF FFE = 791.50 (90) EMPLOYEE PARKING SPACES PROVIDED (14) TRAILER STORAGE PROVIDED PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) PROP. SITELIGHT (TYP.) PROP. RAMP PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) SHADY ELM ROAD-VA R T E . 6 5 1 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODRENAISSANCE DRIVEWE S NAD83WWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W WWWWWWWWWW W W W W20' W20' W20' PROP.FH W/BOLLARDS (TYP.)WE S NAD83PROP. BERM 8' MAX HEIGHT 365 LF ROAD B U F F E R B !19UAP !8ZS $2GTI $1QPH #5PXAB $1QPH #5AC $2PLO $2PLO $2PLO #5PXAB $1PLO #1PLO $1QPH #5FSY $1PLO 1,213 LF ROAD BUFFERA!19TOE !19JSS !16COC !16JCS !8TOE !34JSS !72ICC @8GTI @10IXF2 @21JCHC @21JCS @21JCHC @22IXF2 @7RK @15JSS @3VR !10RK 85IV #5QR #5QR #5UAP #5PLO #5PLO#5CC #3CC $1QPH #5GTI #3HVCW 25' 25' PARKING SE T B A C K25' LANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES AR 30 ACER RUBRUM 'OCTOBER GLORY'OCTOBER GLORY RED MAPLE 1 1/4" CAL.B+B FSY 25 FAGUS SYLVATICA EUROPEAN BEECH 1 1/4" CAL.B+B GB 18 GINKGO BILOBA MAIDENHAIR TREE GINKGO 1 1/4" CAL.B+B GTI 38 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1/4" CAL.B+B PLO 30 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1 1/4" CAL.B+B PXAB 33 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE 1 1/4" CAL.B+B QPH 16 QUERCUS PHELLOS WILLOW OAK 1 1/4" CAL.B+B QR 20 QUERCUS RUBRA RED OAK 1 1/4" CAL.B+B UAP 21 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 1 1/4" CAL.B+B ZS 29 ZELKOVA SERRATA JAPANESE ZELKOVA 1 1/4" CAL.B+B SUBTOTAL:260 ORNAMENTAL TREES AC 11 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1 1/4" CAL.B+B CC 15 CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL.B+B CK 19 CORNUS KOUSA CHINESE DOGWOOD 1 1/4" CAL.B+B CPY 20 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1 1/4" CAL.B+B CVWK 12 CRATAEGUS VIRIDIS 'WINTER KING'WINTER KING HAWTHORN 1 1/4" CAL.B+B HVCW 12 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 1 1/4" CAL.B+B MV 14 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 1/4" CAL.B+B SUBTOTAL:103 EVERGREEN TREES IXF2 113 ILEX X FOSTERI FOSTER'S HOLLY MIN. 4'B+B JCHC 42 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS'COLUMNAR HETZ JUNIPER MIN. 4'B+B JCS 97 JUNIPERUS CHINENSIS 'SPARTAN'SPARTAN JUNIPER MIN. 4'B+B JSS 118 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER MIN. 4'B+B TOE 104 THUJA OCCIDENTALIS 'EMERALD'EMERALD GREEN ARBORVITAE MIN. 4'B+B SUBTOTAL:474 DECIDUOUS SHRUBS CA 67 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 36" MIN.7 GAL. IV 85 ITEA VIRGINICA 'HENRY'S GARNET'GARNET SWEETSPIRE 36" MIN.7 GAL. RAGL 44 RHUS AROMATICA "GRO-LOW'GRO-LOW SUMAC 36" MIN.7 GAL. RK 43 ROSA 'KNOCKOUT'KNOCKOUT ROSE 36" MIN.7 GAL. SUBTOTAL:239 EVERGREEN SHRUBS ICC 72 ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 36" MIN.7 GAL. IGC 78 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 36" MIN.7 GAL. MYC 70 MYRICA CERIFERA WAX MYRTLE 36" MIN.7 GAL. VR 29 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 36" MIN.7 GAL. SUBTOTAL:249 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE. B SHADY ELM ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 8 ADJACENT ROAD NAME SHADY ELM ROAD TOTAL LINEAR FEET 365 LF 8 8 "@" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT IMPERVIOUS AREA 1,215,628 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 2,000 SF FIRST 100,000 SF)50 50 PERIMETER LANDSCAPING SECTION 165-202.01.D.13.a. PARKING AREA 205,223 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 10 SPACES)45 TREES 56 TREES INTERIOR LANDSCAPING SECTION 165-202.01.D.13.b. PARKING SPACES 450 SPACES "#" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (1 PER 5,000 SF THEREAFTER)224 224 PLANTING AREA RATIO 5% PLANTING AREA (205,223 SF X 5%)10,262 SF 23,960 SF (11.67%) "$" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EAST-WEST COLLECTOR ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) EVERGREEN TREES (3 TREE PER 10 FEET)0110 110 110 A DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 25 ADJACENT ROAD NAME RENAISSANCE DRIVE TOTAL LINEAR FEET 1,213 LF 25 25 "!" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EVERGREEN TREES (3 TREE PER 10 FEET)0364 364 364 3' HEDGEROW OF SHRUBS 0NA 239 239 TREES (TOTAL)274 274 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - LSCP - 2----->LAYOUT: C-702 - LANDSCAPE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-702 LANDSCAPE PLAN 1"= 40' 0 40102040 LSCP- SHADY ELM PROPERTY SHADY ELM PROPERTY MATCHLINE - SHEET C-703 LANDSCAPE NOTES: 1. PLANTING PROCEDURE. ALL REQUIRED TREES AND SHRUBS SHALL MEET THE SPECIFICATIONS AND PROCEDURES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. A. ALL TREES SHALL BE PLANTED NO CLOSER THAN THREE FEET TO THE EDGE OF SIDEWALKS, CURB OR OTHER PAVEMENT. B. DECIDUOUS TREES SHALL BE A MINIMUM OF ONE AND ONE QUARTER INCH (1 1/4") CALIPER AT THE TIME OF PLANNING. C. ONLY SINGLE STEM TREES SHALL BE PLANTED AS STREET TREES. D. EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AT THE TIME OF PLANTING. SHRUBS SHALL BE A MINIMUM THREE GALLON CONTAINER AT THE TIME OF PLANTING. IN ADDITION TO THE THREE GALLON CONTAINER REQUIREMENT, PARKING LOT SCREENING SHRUBS SHALL BE A MINIMUM OF 36” IN HEIGHT AT TIME OF PLANTING AND BUFFER SHRUBS SHALL BE A MINIMUM OF 18” IN HEIGHT AT TIME OF PLANTING. SPACING OF PARKING LOT SCREENING SHRUBS SHALL BE NO GREATER THAN FOUR (4) FEET ON CENTER. E. ONLY TREES HAVING A MATURE HEIGHT OF LESS THAN 20 FEET SHALL BE LOCATED UNDER OVERHEAD UTILITY LINES. F. MEASUREMENT OF SIZE. CALIPER IS MEASURED SIX (6) INCHES ABOVE THE GROUND UP TO AND INCLUDING FOUR (4) INCH CALIPER SIZE, AND TWELVE (12) INCHES ABOVE THE GROUND FOR LARGER SIZES. DIAMETER AT BREAST HEIGHT (DBH) WILL BE MEASURED AT THE HEIGHT OF 54 INCHES FROM THE BASE OF THE TRUNK OR AS OTHERWISE ALLOWED IN THE GUIDE FOR PLANT APPRAISAL. 2. MAINTENANCE. THE OWNER, DEVELOPER, AND/OR BUILDER WHO IS RESPONSIBLE FOR PLANTING REQUIRED LANDSCAPING SHALL BE RESPONSIBLE FOR MAINTAINING IT IN A STATE OF GOOD HEALTH FOR ONE YEAR AFTER PLANTING. AFTER ONE YEAR, FROM THE DATE OCCUPANCY IS APPROVED, THE INDIVIDUAL PROPERTY OWNER AND/OR HOMEOWNER'S ASSOCIATION SHALL BECOME RESPONSIBLE FOR MAINTENANCE. AS LONG AS THE INTENT OF THIS SECTION IS MET, THE ZONING ADMINISTRATOR MAY WAIVE THE REQUIREMENT FOR LANDSCAPING ON INDIVIDUAL BUILDING LOTS WHEN A HAZARD OR NUISANCE EXISTS. 3. ALL LANDSCAPING WILL CONFORM TO §165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE. 4. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. SSS S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. BUILDING B 106,319 SF FFE = 790.00 (109) EMPLOYEE PARKING SPACES PROVIDED (63) TRAILER STORAGE PROVIDED PROP. LOADING DOCKS(SEE ARCHITECTURALPLANS FOR DETAILS) PROP. RAMP PROP. RAMP (TYP.) PROP. SITELIGHT (TYP.) PROP. SITELIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.)LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODRENAISSANCE DRIVEWE S NAD83WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WW20' W20' SAN20' W20'FWWE S NAD831,213 LF ROAD BUFFERA#7CK #3ZS !19UAP #3HVCW #3GTI #7FSY #7GTI #7FSY $1GTI $1GTI $2GTI $2GTI $2GTI $2GTI $1QPH #5QR #7CC !33COC !26JCS !44TOE !33JSS !16COC !16JCS !16TOE !17JSS !16COC !17JCS !17TOE $1GB $1PXAB$1 !9RK !78IGC !70MYC #5QR #3ZS #3ZS#3ZS #5GTI 5AR 5AR 5AR #3PLO25' PARKING SETBACK25' LANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES AR 30 ACER RUBRUM 'OCTOBER GLORY'OCTOBER GLORY RED MAPLE 1 1/4" CAL.B+B FSY 25 FAGUS SYLVATICA EUROPEAN BEECH 1 1/4" CAL.B+B GB 18 GINKGO BILOBA MAIDENHAIR TREE GINKGO 1 1/4" CAL.B+B GTI 38 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1/4" CAL.B+B PLO 30 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1 1/4" CAL.B+B PXAB 33 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE 1 1/4" CAL.B+B QPH 16 QUERCUS PHELLOS WILLOW OAK 1 1/4" CAL.B+B QR 20 QUERCUS RUBRA RED OAK 1 1/4" CAL.B+B UAP 21 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 1 1/4" CAL.B+B ZS 29 ZELKOVA SERRATA JAPANESE ZELKOVA 1 1/4" CAL.B+B SUBTOTAL:260 ORNAMENTAL TREES AC 11 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1 1/4" CAL.B+B CC 15 CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL.B+B CK 19 CORNUS KOUSA CHINESE DOGWOOD 1 1/4" CAL.B+B CPY 20 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1 1/4" CAL.B+B CVWK 12 CRATAEGUS VIRIDIS 'WINTER KING'WINTER KING HAWTHORN 1 1/4" CAL.B+B HVCW 12 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 1 1/4" CAL.B+B MV 14 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 1/4" CAL.B+B SUBTOTAL:103 EVERGREEN TREES IXF2 113 ILEX X FOSTERI FOSTER'S HOLLY MIN. 4'B+B JCHC 42 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS'COLUMNAR HETZ JUNIPER MIN. 4'B+B JCS 97 JUNIPERUS CHINENSIS 'SPARTAN'SPARTAN JUNIPER MIN. 4'B+B JSS 118 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER MIN. 4'B+B TOE 104 THUJA OCCIDENTALIS 'EMERALD'EMERALD GREEN ARBORVITAE MIN. 4'B+B SUBTOTAL:474 DECIDUOUS SHRUBS CA 67 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 36" MIN.7 GAL. IV 85 ITEA VIRGINICA 'HENRY'S GARNET'GARNET SWEETSPIRE 36" MIN.7 GAL. RAGL 44 RHUS AROMATICA "GRO-LOW'GRO-LOW SUMAC 36" MIN.7 GAL. RK 43 ROSA 'KNOCKOUT'KNOCKOUT ROSE 36" MIN.7 GAL. SUBTOTAL:239 EVERGREEN SHRUBS ICC 72 ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 36" MIN.7 GAL. IGC 78 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 36" MIN.7 GAL. MYC 70 MYRICA CERIFERA WAX MYRTLE 36" MIN.7 GAL. VR 29 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 36" MIN.7 GAL. SUBTOTAL:249 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE. B SHADY ELM ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 8 ADJACENT ROAD NAME SHADY ELM ROAD TOTAL LINEAR FEET 365 LF 8 8 "@" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT IMPERVIOUS AREA 1,215,628 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 2,000 SF FIRST 100,000 SF)50 50 PERIMETER LANDSCAPING SECTION 165-202.01.D.13.a. PARKING AREA 205,223 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 10 SPACES)45 TREES 56 TREES INTERIOR LANDSCAPING SECTION 165-202.01.D.13.b. PARKING SPACES 450 SPACES "#" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (1 PER 5,000 SF THEREAFTER)224 224 PLANTING AREA RATIO 5% PLANTING AREA (205,223 SF X 5%)10,262 SF 23,960 SF (11.67%) "$" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EAST-WEST COLLECTOR ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) EVERGREEN TREES (3 TREE PER 10 FEET)0110 110 110 A DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 25 ADJACENT ROAD NAME RENAISSANCE DRIVE TOTAL LINEAR FEET 1,213 LF 25 25 "!" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EVERGREEN TREES (3 TREE PER 10 FEET)0364 364 364 3' HEDGEROW OF SHRUBS 0NA 239 239 TREES (TOTAL)274 274 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - LSCP - 2----->LAYOUT: C-703 - LANDSCAPE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-703 LANDSCAPE PLAN 1"= 40' 0 40102040 LSCP- MATCHLINE - SHEET C-702 MATCHLINE - SHEET C-704 MATCHLINE - SHEET C-705 LANDSCAPE NOTES: 1. PLANTING PROCEDURE. ALL REQUIRED TREES AND SHRUBS SHALL MEET THE SPECIFICATIONS AND PROCEDURES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. A. ALL TREES SHALL BE PLANTED NO CLOSER THAN THREE FEET TO THE EDGE OF SIDEWALKS, CURB OR OTHER PAVEMENT. B. DECIDUOUS TREES SHALL BE A MINIMUM OF ONE AND ONE QUARTER (1 1/4") INCH CALIPER AT THE TIME OF PLANNING. C. ONLY SINGLE STEM TREES SHALL BE PLANTED AS STREET TREES. D. EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AT THE TIME OF PLANTING. SHRUBS SHALL BE A MINIMUM THREE GALLON CONTAINER AT THE TIME OF PLANTING. IN ADDITION TO THE THREE GALLON CONTAINER REQUIREMENT, PARKING LOT SCREENING SHRUBS SHALL BE A MINIMUM OF 36” IN HEIGHT AT TIME OF PLANTING AND BUFFER SHRUBS SHALL BE A MINIMUM OF 18” IN HEIGHT AT TIME OF PLANTING. SPACING OF PARKING LOT SCREENING SHRUBS SHALL BE NO GREATER THAN FOUR (4) FEET ON CENTER. E. ONLY TREES HAVING A MATURE HEIGHT OF LESS THAN 20 FEET SHALL BE LOCATED UNDER OVERHEAD UTILITY LINES. F. MEASUREMENT OF SIZE. CALIPER IS MEASURED SIX (6) INCHES ABOVE THE GROUND UP TO AND INCLUDING FOUR (4) INCH CALIPER SIZE, AND TWELVE (12) INCHES ABOVE THE GROUND FOR LARGER SIZES. DIAMETER AT BREAST HEIGHT (DBH) WILL BE MEASURED AT THE HEIGHT OF 54 INCHES FROM THE BASE OF THE TRUNK OR AS OTHERWISE ALLOWED IN THE GUIDE FOR PLANT APPRAISAL. 2. MAINTENANCE. THE OWNER, DEVELOPER, AND/OR BUILDER WHO IS RESPONSIBLE FOR PLANTING REQUIRED LANDSCAPING SHALL BE RESPONSIBLE FOR MAINTAINING IT IN A STATE OF GOOD HEALTH FOR ONE YEAR AFTER PLANTING. AFTER ONE YEAR, FROM THE DATE OCCUPANCY IS APPROVED, THE INDIVIDUAL PROPERTY OWNER AND/OR HOMEOWNER'S ASSOCIATION SHALL BECOME RESPONSIBLE FOR MAINTENANCE. AS LONG AS THE INTENT OF THIS SECTION IS MET, THE ZONING ADMINISTRATOR MAY WAIVE THE REQUIREMENT FOR LANDSCAPING ON INDIVIDUAL BUILDING LOTS WHEN A HAZARD OR NUISANCE EXISTS. 3. ALL LANDSCAPING WILL CONFORM TO §165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE. 4. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. WALLLIGHT (TYP.) PROP. RAMP (TYP.) PROP. SAWCUT LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMITS OF DISTURBANCE: 35.85 AC.RENAISSANCE DRIVEWE S NAD83WWWWWWWWWWWWWWWWWWWSAN20'WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWE S NAD83#3HVCW #3AC #5CPY #3AC #3HVCW #5CK #3CPY #7GB #5PLO $1GB $1PXAB $1PXAB $2GB$1PXAB $1GB $1GB $1PXAB $1GB $2GB #12CPY $2GB $1GB $1PXAB $1PXAB $1PXAB $1PXAB $1PXAB $1PXAB $2PXAB $2PXAB $2PXAB $2PXAB $2PXAB $2PXAB $1PXAB #3PLO 5VR 67CA 8VR 5RK 8RK 3VR 44RAGL 10VR 4RK LANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES AR 30 ACER RUBRUM 'OCTOBER GLORY'OCTOBER GLORY RED MAPLE 1 1/4" CAL.B+B FSY 25 FAGUS SYLVATICA EUROPEAN BEECH 1 1/4" CAL.B+B GB 18 GINKGO BILOBA MAIDENHAIR TREE GINKGO 1 1/4" CAL.B+B GTI 38 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1/4" CAL.B+B PLO 30 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1 1/4" CAL.B+B PXAB 33 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE 1 1/4" CAL.B+B QPH 16 QUERCUS PHELLOS WILLOW OAK 1 1/4" CAL.B+B QR 20 QUERCUS RUBRA RED OAK 1 1/4" CAL.B+B UAP 21 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 1 1/4" CAL.B+B ZS 29 ZELKOVA SERRATA JAPANESE ZELKOVA 1 1/4" CAL.B+B SUBTOTAL:260 ORNAMENTAL TREES AC 11 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1 1/4" CAL.B+B CC 15 CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL.B+B CK 19 CORNUS KOUSA CHINESE DOGWOOD 1 1/4" CAL.B+B CPY 20 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1 1/4" CAL.B+B CVWK 12 CRATAEGUS VIRIDIS 'WINTER KING'WINTER KING HAWTHORN 1 1/4" CAL.B+B HVCW 12 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 1 1/4" CAL.B+B MV 14 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 1/4" CAL.B+B SUBTOTAL:103 EVERGREEN TREES IXF2 113 ILEX X FOSTERI FOSTER'S HOLLY MIN. 4'B+B JCHC 42 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS'COLUMNAR HETZ JUNIPER MIN. 4'B+B JCS 97 JUNIPERUS CHINENSIS 'SPARTAN'SPARTAN JUNIPER MIN. 4'B+B JSS 118 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER MIN. 4'B+B TOE 104 THUJA OCCIDENTALIS 'EMERALD'EMERALD GREEN ARBORVITAE MIN. 4'B+B SUBTOTAL:474 DECIDUOUS SHRUBS CA 67 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 36" MIN.7 GAL. IV 85 ITEA VIRGINICA 'HENRY'S GARNET'GARNET SWEETSPIRE 36" MIN.7 GAL. RAGL 44 RHUS AROMATICA "GRO-LOW'GRO-LOW SUMAC 36" MIN.7 GAL. RK 43 ROSA 'KNOCKOUT'KNOCKOUT ROSE 36" MIN.7 GAL. SUBTOTAL:239 EVERGREEN SHRUBS ICC 72 ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 36" MIN.7 GAL. IGC 78 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 36" MIN.7 GAL. MYC 70 MYRICA CERIFERA WAX MYRTLE 36" MIN.7 GAL. VR 29 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 36" MIN.7 GAL. SUBTOTAL:249 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE. B SHADY ELM ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 8 ADJACENT ROAD NAME SHADY ELM ROAD TOTAL LINEAR FEET 365 LF 8 8 "@" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT IMPERVIOUS AREA 1,215,628 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 2,000 SF FIRST 100,000 SF)50 50 PERIMETER LANDSCAPING SECTION 165-202.01.D.13.a. PARKING AREA 205,223 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 10 SPACES)45 TREES 56 TREES INTERIOR LANDSCAPING SECTION 165-202.01.D.13.b. PARKING SPACES 450 SPACES "#" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (1 PER 5,000 SF THEREAFTER)224 224 PLANTING AREA RATIO 5% PLANTING AREA (205,223 SF X 5%)10,262 SF 23,960 SF (11.67%) "$" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EAST-WEST COLLECTOR ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) EVERGREEN TREES (3 TREE PER 10 FEET)0110 110 110 A DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 25 ADJACENT ROAD NAME RENAISSANCE DRIVE TOTAL LINEAR FEET 1,213 LF 25 25 "!" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EVERGREEN TREES (3 TREE PER 10 FEET)0364 364 364 3' HEDGEROW OF SHRUBS 0NA 239 239 TREES (TOTAL)274 274 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - LSCP - 2----->LAYOUT: C-704 - LANDSCAPE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-704 LANDSCAPE PLAN 1"= 40' 0 40102040 LSCP- MATCHLINE - SHEET C-703 MATCHLINE - SHEETC-705LANDSCAPE NOTES: 1. PLANTING PROCEDURE. ALL REQUIRED TREES AND SHRUBS SHALL MEET THE SPECIFICATIONS AND PROCEDURES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. A. ALL TREES SHALL BE PLANTED NO CLOSER THAN THREE FEET TO THE EDGE OF SIDEWALKS, CURB OR OTHER PAVEMENT. B. DECIDUOUS TREES SHALL BE A MINIMUM OF ONE AND ONE QUARTER (1 1/4") INCH CALIPER AT THE TIME OF PLANNING. C. ONLY SINGLE STEM TREES SHALL BE PLANTED AS STREET TREES. D. EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AT THE TIME OF PLANTING. SHRUBS SHALL BE A MINIMUM THREE GALLON CONTAINER AT THE TIME OF PLANTING. IN ADDITION TO THE THREE GALLON CONTAINER REQUIREMENT, PARKING LOT SCREENING SHRUBS SHALL BE A MINIMUM OF 36” IN HEIGHT AT TIME OF PLANTING AND BUFFER SHRUBS SHALL BE A MINIMUM OF 18” IN HEIGHT AT TIME OF PLANTING. SPACING OF PARKING LOT SCREENING SHRUBS SHALL BE NO GREATER THAN FOUR (4) FEET ON CENTER. E. ONLY TREES HAVING A MATURE HEIGHT OF LESS THAN 20 FEET SHALL BE LOCATED UNDER OVERHEAD UTILITY LINES. F. MEASUREMENT OF SIZE. CALIPER IS MEASURED SIX (6) INCHES ABOVE THE GROUND UP TO AND INCLUDING FOUR (4) INCH CALIPER SIZE, AND TWELVE (12) INCHES ABOVE THE GROUND FOR LARGER SIZES. DIAMETER AT BREAST HEIGHT (DBH) WILL BE MEASURED AT THE HEIGHT OF 54 INCHES FROM THE BASE OF THE TRUNK OR AS OTHERWISE ALLOWED IN THE GUIDE FOR PLANT APPRAISAL. 2. MAINTENANCE. THE OWNER, DEVELOPER, AND/OR BUILDER WHO IS RESPONSIBLE FOR PLANTING REQUIRED LANDSCAPING SHALL BE RESPONSIBLE FOR MAINTAINING IT IN A STATE OF GOOD HEALTH FOR ONE YEAR AFTER PLANTING. AFTER ONE YEAR, FROM THE DATE OCCUPANCY IS APPROVED, THE INDIVIDUAL PROPERTY OWNER AND/OR HOMEOWNER'S ASSOCIATION SHALL BECOME RESPONSIBLE FOR MAINTENANCE. AS LONG AS THE INTENT OF THIS SECTION IS MET, THE ZONING ADMINISTRATOR MAY WAIVE THE REQUIREMENT FOR LANDSCAPING ON INDIVIDUAL BUILDING LOTS WHEN A HAZARD OR NUISANCE EXISTS. 3. ALL LANDSCAPING WILL CONFORM TO §165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE. 4. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS9 999 9 999 PROP. BUILDING 399,500 SF (251) EMPLOYEE PARKING SPACES PROVIDED (106) TRAILER STORAGE PROVIDED PROP. BOLLARD(TYP.) PROP. SITELIGHT (TYP.) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LO D LODLOD LODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD WE S NAD83WWWWWWWWWWWWWWWWWWWWWWWWAT30'WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WE S NAD83#7CK #5AR #3FSY #5AR #3FSY #5AR #3QPH #3QPH #3QPH #7MV #7CVWK #7MV #5CVWK #3QPH LANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES AR 30 ACER RUBRUM 'OCTOBER GLORY'OCTOBER GLORY RED MAPLE 1 1/4" CAL.B+B FSY 25 FAGUS SYLVATICA EUROPEAN BEECH 1 1/4" CAL.B+B GB 18 GINKGO BILOBA MAIDENHAIR TREE GINKGO 1 1/4" CAL.B+B GTI 38 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1/4" CAL.B+B PLO 30 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1 1/4" CAL.B+B PXAB 33 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE 1 1/4" CAL.B+B QPH 16 QUERCUS PHELLOS WILLOW OAK 1 1/4" CAL.B+B QR 20 QUERCUS RUBRA RED OAK 1 1/4" CAL.B+B UAP 21 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 1 1/4" CAL.B+B ZS 29 ZELKOVA SERRATA JAPANESE ZELKOVA 1 1/4" CAL.B+B SUBTOTAL:260 ORNAMENTAL TREES AC 11 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1 1/4" CAL.B+B CC 15 CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL.B+B CK 19 CORNUS KOUSA CHINESE DOGWOOD 1 1/4" CAL.B+B CPY 20 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1 1/4" CAL.B+B CVWK 12 CRATAEGUS VIRIDIS 'WINTER KING'WINTER KING HAWTHORN 1 1/4" CAL.B+B HVCW 12 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 1 1/4" CAL.B+B MV 14 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 1/4" CAL.B+B SUBTOTAL:103 EVERGREEN TREES IXF2 113 ILEX X FOSTERI FOSTER'S HOLLY MIN. 4'B+B JCHC 42 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS'COLUMNAR HETZ JUNIPER MIN. 4'B+B JCS 97 JUNIPERUS CHINENSIS 'SPARTAN'SPARTAN JUNIPER MIN. 4'B+B JSS 118 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER MIN. 4'B+B TOE 104 THUJA OCCIDENTALIS 'EMERALD'EMERALD GREEN ARBORVITAE MIN. 4'B+B SUBTOTAL:474 DECIDUOUS SHRUBS CA 67 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 36" MIN.7 GAL. IV 85 ITEA VIRGINICA 'HENRY'S GARNET'GARNET SWEETSPIRE 36" MIN.7 GAL. RAGL 44 RHUS AROMATICA "GRO-LOW'GRO-LOW SUMAC 36" MIN.7 GAL. RK 43 ROSA 'KNOCKOUT'KNOCKOUT ROSE 36" MIN.7 GAL. SUBTOTAL:239 EVERGREEN SHRUBS ICC 72 ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 36" MIN.7 GAL. IGC 78 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 36" MIN.7 GAL. MYC 70 MYRICA CERIFERA WAX MYRTLE 36" MIN.7 GAL. VR 29 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 36" MIN.7 GAL. SUBTOTAL:249 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE. B SHADY ELM ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 8 ADJACENT ROAD NAME SHADY ELM ROAD TOTAL LINEAR FEET 365 LF 8 8 "@" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT IMPERVIOUS AREA 1,215,628 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 2,000 SF FIRST 100,000 SF)50 50 PERIMETER LANDSCAPING SECTION 165-202.01.D.13.a. PARKING AREA 205,223 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 10 SPACES)45 TREES 56 TREES INTERIOR LANDSCAPING SECTION 165-202.01.D.13.b. PARKING SPACES 450 SPACES "#" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (1 PER 5,000 SF THEREAFTER)224 224 PLANTING AREA RATIO 5% PLANTING AREA (205,223 SF X 5%)10,262 SF 23,960 SF (11.67%) "$" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EAST-WEST COLLECTOR ROAD BUFFER (PER ARTILLERY BUSINESS CENTER FINAL MASTER PLAN DATED 5/08/2008) EVERGREEN TREES (3 TREE PER 10 FEET)0110 110 110 A DESCRIPTION REQUIRED EXISTING STREET TREES (1 TREE PER 50 FEET)0 PROPOSED PROVIDED 25 ADJACENT ROAD NAME RENAISSANCE DRIVE TOTAL LINEAR FEET 1,213 LF 25 25 "!" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT EVERGREEN TREES (3 TREE PER 10 FEET)0364 364 364 3' HEDGEROW OF SHRUBS 0NA 239 239 TREES (TOTAL)274 274 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - LSCP - 2----->LAYOUT: C-705 - LANDSCAPE PLANCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-705 LANDSCAPE PLAN 1"= 40' 0 40102040 LSCP- MATCHLINE - SHEET C-703 MATCHLINE - SHEETC-704LANDSCAPE NOTES: 1. PLANTING PROCEDURE. ALL REQUIRED TREES AND SHRUBS SHALL MEET THE SPECIFICATIONS AND PROCEDURES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. A. ALL TREES SHALL BE PLANTED NO CLOSER THAN THREE FEET TO THE EDGE OF SIDEWALKS, CURB OR OTHER PAVEMENT. B. DECIDUOUS TREES SHALL BE A MINIMUM OF ONE AND ONE QUARTER (1 1/4") INCH CALIPER AT THE TIME OF PLANNING. C. ONLY SINGLE STEM TREES SHALL BE PLANTED AS STREET TREES. D. EVERGREEN TREES SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AT THE TIME OF PLANTING. SHRUBS SHALL BE A MINIMUM THREE GALLON CONTAINER AT THE TIME OF PLANTING. IN ADDITION TO THE THREE GALLON CONTAINER REQUIREMENT, PARKING LOT SCREENING SHRUBS SHALL BE A MINIMUM OF 36” IN HEIGHT AT TIME OF PLANTING AND BUFFER SHRUBS SHALL BE A MINIMUM OF 18” IN HEIGHT AT TIME OF PLANTING. SPACING OF PARKING LOT SCREENING SHRUBS SHALL BE NO GREATER THAN FOUR (4) FEET ON CENTER. E. ONLY TREES HAVING A MATURE HEIGHT OF LESS THAN 20 FEET SHALL BE LOCATED UNDER OVERHEAD UTILITY LINES. F. MEASUREMENT OF SIZE. CALIPER IS MEASURED SIX (6) INCHES ABOVE THE GROUND UP TO AND INCLUDING FOUR (4) INCH CALIPER SIZE, AND TWELVE (12) INCHES ABOVE THE GROUND FOR LARGER SIZES. DIAMETER AT BREAST HEIGHT (DBH) WILL BE MEASURED AT THE HEIGHT OF 54 INCHES FROM THE BASE OF THE TRUNK OR AS OTHERWISE ALLOWED IN THE GUIDE FOR PLANT APPRAISAL. 2. MAINTENANCE. THE OWNER, DEVELOPER, AND/OR BUILDER WHO IS RESPONSIBLE FOR PLANTING REQUIRED LANDSCAPING SHALL BE RESPONSIBLE FOR MAINTAINING IT IN A STATE OF GOOD HEALTH FOR ONE YEAR AFTER PLANTING. AFTER ONE YEAR, FROM THE DATE OCCUPANCY IS APPROVED, THE INDIVIDUAL PROPERTY OWNER AND/OR HOMEOWNER'S ASSOCIATION SHALL BECOME RESPONSIBLE FOR MAINTENANCE. AS LONG AS THE INTENT OF THIS SECTION IS MET, THE ZONING ADMINISTRATOR MAY WAIVE THE REQUIREMENT FOR LANDSCAPING ON INDIVIDUAL BUILDING LOTS WHEN A HAZARD OR NUISANCE EXISTS. 3. ALL LANDSCAPING WILL CONFORM TO §165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE. 4. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES AR 30 ACER RUBRUM 'OCTOBER GLORY'OCTOBER GLORY RED MAPLE 1 1/4" CAL.B+B FSY 25 FAGUS SYLVATICA EUROPEAN BEECH 1 1/4" CAL.B+B GB 18 GINKGO BILOBA MAIDENHAIR TREE GINKGO 1 1/4" CAL.B+B GTI 38 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 1/4" CAL.B+B PLO 30 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1 1/4" CAL.B+B PXAB 33 PLATANUS X ACERIFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANETREE 1 1/4" CAL.B+B QPH 16 QUERCUS PHELLOS WILLOW OAK 1 1/4" CAL.B+B QR 20 QUERCUS RUBRA RED OAK 1 1/4" CAL.B+B UAP 21 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 1 1/4" CAL.B+B ZS 29 ZELKOVA SERRATA JAPANESE ZELKOVA 1 1/4" CAL.B+B SUBTOTAL:260 ORNAMENTAL TREES AC 11 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1 1/4" CAL.B+B CC 15 CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL.B+B CK 19 CORNUS KOUSA CHINESE DOGWOOD 1 1/4" CAL.B+B CPY 20 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1 1/4" CAL.B+B CVWK 12 CRATAEGUS VIRIDIS 'WINTER KING'WINTER KING HAWTHORN 1 1/4" CAL.B+B HVCW 12 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 1 1/4" CAL.B+B MV 14 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 1/4" CAL.B+B SUBTOTAL:103 EVERGREEN TREES IXF2 113 ILEX X FOSTERI FOSTER'S HOLLY MIN. 4'B+B JCHC 42 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS'COLUMNAR HETZ JUNIPER MIN. 4'B+B JCS 97 JUNIPERUS CHINENSIS 'SPARTAN'SPARTAN JUNIPER MIN. 4'B+B JSS 118 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER MIN. 4'B+B TOE 104 THUJA OCCIDENTALIS 'EMERALD'EMERALD GREEN ARBORVITAE MIN. 4'B+B SUBTOTAL:474 DECIDUOUS SHRUBS CA 67 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 36" MIN.7 GAL. IV 85 ITEA VIRGINICA 'HENRY'S GARNET'GARNET SWEETSPIRE 36" MIN.7 GAL. RAGL 44 RHUS AROMATICA "GRO-LOW'GRO-LOW SUMAC 36" MIN.7 GAL. RK 43 ROSA 'KNOCKOUT'KNOCKOUT ROSE 36" MIN.7 GAL. SUBTOTAL:239 EVERGREEN SHRUBS ICC 72 ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 36" MIN.7 GAL. IGC 78 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 36" MIN.7 GAL. MYC 70 MYRICA CERIFERA WAX MYRTLE 36" MIN.7 GAL. VR 29 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 36" MIN.7 GAL. SUBTOTAL:249 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE.WE S NAD83WE S NAD83WE S NAD83WE S NAD83IMPERVIOUS AREA 1,215,628 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 2,000 SF FIRST 100,000 SF)50 50 PERIMETER LANDSCAPING SECTION 165-202.01.D.13.a. PARKING AREA 205,223 SF DESCRIPTION REQUIRED PROVIDED TREES (1 PER 10 SPACES)45 TREES 56 TREES INTERIOR LANDSCAPING SECTION 165-202.01.D.13.b. PARKING SPACES 450 SPACES "#" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (1 PER 5,000 SF THEREAFTER)224 224 PLANTING AREA RATIO 5% PLANTING AREA (205,223 SF X 5%)10,262 SF 23,960 SF (11.67%) "$" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (TOTAL)274 274 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 SCALE: 1"= 20 ' HORIZONTAL 1"= 20 ' VERTICAL SHADY ELM LANDSCAPE SECTION 780 790 800 810 820 830 780 790 800 810 820 830 ±70' SHADY ELM ROAD RIGHT-OF-WAY ±10' LANDSCAPE AREA 25' LANDSCAPE & PARKING SETBACK ± 43' LANDSCAPE AREA PROPOSED BUILDING±57' DRIVE AISLE AND PARKING LOT 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 SCALE: 1"= 20 ' HORIZONTAL 1"= 20 ' VERTICAL FUTURE RENAISSANCE DRIVE SECTION 780 790 800 810 820 830 780 790 800 810 820 830 PROPOSED BUILDING±73' DRIVE AISLE AND PARKING LOT 25' LANDSCAPE & PARKING SETBACK±80' FUTURE RENAISSANCE DRIVE RIGHT-OF-WAY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - LSCP - 2----->LAYOUT: C-706 - LANDSCAPE COMPLIANCECBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-706 1"=150' 0 15037.575150 LANDSCAPE COMPLIANCE LSCP- 1"=150' 0 15037.575150 INTERIOR LANDSCAPINGPERIMETER LANDSCAPING PARKING AREA (205,223 SF) PLANTING AREA (23,960 SF) INTERIOR LANDSCAPING LEGEND IMPERVIOUS AREA (1,215,628 SF) PERIMETER LANDSCAPING LEGEND DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\21\S212092\CAD\DRAWINGS\PLAN SETS\SITE PLAN\S2120923 - SHADY ELM\S2120923 - LSCP - 2----->LAYOUT: C-707 - LANDSCAPE NOTES AND DETAILSCBTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: S2120923 JBG MO 04/18/22 -2 PROP. SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT 553 SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 FREDERICK COUNTY ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/22/22 1ST SUBMISSION TO COUNTY RK MO 08/24/22 REV. PER COUNTY COMMENTS PS CB 08/24/22 NOT APPROVED FOR CONSTRUCTION 12825 WORLDGATE DR. SUITE 700 HERNDON, VIRGINIA 20170 Phone: (703) 709-9500 Fax: (703) 709-9501 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Sep 29, 2022SHADY ELM PROPERTY MICHAEL K. O'SHAUGHNESSYLic. No. 0402050773 09/29/22 C-707 LANDSCAPE NOTES AND DETAILS LSCP- TREE PLANTING ON SLOPE DETAIL NOT TO SCALE EXISTING GRADE DO NOT WRAP TRUNK PREPARED SOIL FOR TREES 1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 12" SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE 12 GAUGE GALVANIZED WIRE GUYS TWISTED REINFORCED RUBBER HOSE (1/2" DIA.) NOTE: TREE STAKING TO BE REMOVEDAFTER 2 GROWING SEASONS B&B CONTAINER FINISHED GRADE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT NOT TO SCALE 8-12" 24" MINIMUM DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 3" THICK LAYER OF DARKBROWN DOUBLESHREDDED HARDWOODMULCH PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY 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 ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4"OF WELL-COMPOSTED LEAVESAND RECYCLED YARD WASTETO BED AND TILL INTO TOP 6"OF PREPARED SOIL PLACE SHRUB ONFIRM SOIL INBOTTOM OF HOLE. UNDISTURBEDSUBGRADE SOIL SURFACE ROUGHENED TO 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 HOLE EVERGREEN TREE PLANTING DETAIL NOT TO SCALE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 4" BUILT-UP EARTH SAUCER 4-6" DEEPER THAN ROOT BALL BEFORE 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 HOLE 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH ONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPEARCHITECT FOLD BURLAP AWAY FROM TOP OFROOT BALL PREPARE WIDTH OF PLANTING HOLE 6 FTOR TWICE THE WIDTHOF THE ROOT BALL;WHICHEVER ISGREATER PREPARED SOIL FORTREES 1 PART PEAT MOSS 1PART COW MANURE 3PARTS TOPSOIL UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DO NOT STAKE ORWRAP TRUNK REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE NOT TO SCALE EXISTING SUBSOILMINIMUM 6" TOPSOIL FINISHED GRADE PERENNIAL/GROUND COVER PLANTING DETAIL 3" THICK LAYER OFDARK BROWN DOUBLESHREDDED HARDWOODMULCH D DD TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED D= PROPOSED ON CENTER(O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER PLANTING DECIDUOUS TREE PLANTING DETAIL 4" BUILT-UP EARTH SAUCER BEFORE 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 BALL REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. NOT TO SCALE 3" THICK LAYER OF DARK BROWN DOUBLESHREDDED HARDWOOD MULCH TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DIG WIDE, SHALLOW HOLEWITH TAMPED SIDES ONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER INPOORLY DRAINING SOILS. FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLE REMOVE 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 HOLE DO NOT STAKEOR WRAP TRUNK PREPARED SOIL FOR TREES1 PART PEAT MOSS1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBEDSUBGRADE PREPARE WIDTH OFPLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT 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 SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF 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 AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE 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 WITH WIRE 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 OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (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, THE CALIPER 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 THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. 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. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT 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 OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. 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 TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY 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 ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR 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 ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED 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, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE 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 MAY BE 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-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT 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. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER 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 PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF 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 THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: 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 VARIETIES I. 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 WITH THE 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 TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO 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 SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA 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 THE WATERING 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. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. 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 TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED 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. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED 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 A RATE 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 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: ·TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. ·TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. ·VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS. ·FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE.