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HomeMy WebLinkAbout31-20 Site Plan© 2020 Microsoft Corporation © 2020 HERE 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SDP-1----->LAYOUT: C-101 COVER SHEETGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-101COVER S+EETSDP LOCATION MAPCOPYRIGHT 2016MICROSOFT CORPORATIONSCALE: 1" = 2,000'S+EET INDE;SHEET TITLESHEET NUMBERCOVER SHEETC-101GENERAL NOTESC-102GENERAL NOTES AND LEGENDC-103ALTA/NSPS LAND TITLE SURVEYC-201EXISTING CONDITIONS/DEMOLITION PLANC-202SITE PLANC-301GRADING AND UTILITY PLANC-401EROSION AND SEDIMENT CONTROL PLANC-501EROSION AND SEDIMENT CONTROL NOTESC-502EROSION AND SEDIMENT CONTROL DETAILSC-503LANDSCAPE PLANC-601LANDSCAPE NOTES AND DETAILSC-602CONSTRUCTION DETAILSC-701LIGHTING DETAILSC-702ELECTRICAL SITE PHOTOMETRICS (FOR REFERENCE ONLY)EL.01ISSUED FOR CONSTRUCTIONSIGNATURE DATESIGNATURE DATEPROJECT #REVISION DATE:THIS DOCUMENT IS NOT ISSUED BY BOHLER FOR CONSTRUCTION WITHOUT (3) SIGNATURESSIGNATURE DATESITE PLANDOCUMENTSCATALYST CAPITALSITE PLAN #31-20LOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAINSTR NO: 010002028TAX MAP: 63-8-1CONTACT: JONATHAN Q. RITCHIE, P.E.PREPARED BYDEVELOPERCATALYST CAPITAL712 H STREET NE, SUITE 1246WASHINGTON, DC 20002CONTACT: STEVEN CODYPHONE: (202) 559-6464FORREFERENCES¨ALTA/NSPS LAND TITLE SURVEY:"ALTA/NSPS LAND TITLE SURVEY, CATALYSTCLINIC WINCHESTER"120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIADATED: 3/13/2020SURVEY JOB# SV192151GOVERNING AGENCIES¨DEPARTMENT OF PLANNING &DEVELOPMENT107 N KENT STWINCHESTER, VA 22601PHONE: (540) 722-8248¨DEPARTMENT OF PUBLIC WORKS107 N KENT STWINCHESTER, VA 226012ND FLOOR, SUITE 200PHONE: (540) 665-5643UTILITIES¨WATER AND SANITARY SEWERFREDERICK COUNTY SANITATION AUTHORITY315 TASKER ROADSTEPHENS CITY, VA 22655PHONE: (540) 868-1061THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER,BOHLER DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS,BY OTHERS.PLAN REFERENCES AND CONTACTSAPPROVED %< T+E FREDERIC.COUNT< =ONING ADMINISTRATORSIGNATUREAPPROVAL DATENOTE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.O:NERTHE DAWSON GROUP, LLC400 CLOCKTOWER RIDGE DR, APT 304WINCHESTER, VA 22603PROJECT DESCRIPTIONTHIS PLAN PROPOSES A BUILDING CANOPY ADDITION, RELOCATION OF ADAPARKING AREA, ADDITION OF PARKING SPACES AND OTHER SITE IMPROVEMENTSINCLUDING THE ADDITION OF AN ENTRANCE LOOP AND ASSOCIATED PARKINGRECONFIGURATION. THIS WAS INCLUDED IN A PREVIOUSLY APPROVED SITE PLAN(SP #60-98 - DAWSON INDUSTRIAL PARK). 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SDP-1----->LAYOUT: C-102 GENERAL NOTESGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-102GENERALNOTESSDP DEMOLITION 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 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), AND THEFEDERAL, STATE, AND LOCAL REGULATIONS.4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLYCONDITIONS 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 FEATURES THATARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDETHE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER.CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.6.ENGINEER OF RECORD AND/OR 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/OR BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMSRESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER , IN WRITING. ALL DEMOLITION ACTIVITIES MUSTBE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALLAPPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES ANDCODES.9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND ISRESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED ORREQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THEEXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITHTHE 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 ALL PUBLICAGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITIONWORK.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,THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY,IN WRITING 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 ENSURE THAT ANY EXISTING ASBESTOS-CONTAINING MATERIALS ENCOUNTERED AREPROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE,AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALLAGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE.12.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.13.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.14.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.15.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.16.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.17.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THEFULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THESITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED,INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY.18.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.19.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.SITE LA<OUT 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 ACKNOWLEDGE FAMILIARITYWITH 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' GUIDELINESTO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ONUNIFORM 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 COORDINATE THERELOCATION 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 IN STRICTACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.GRADING 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 ACKNOWLEDGE FAMILIARITYWITH 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 THE RECOMMENDATIONSSET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEENREFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS ANDRECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THEREQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION 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 ENGINEER OFRECORD 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 MATERIALS ASSPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICTACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTEDIN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THEWORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PADAREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THERECOMMENDATIONS 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. SUBBASE MATERIAL FORSIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BEDEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED ANDFILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIESINCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS INTHE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION(LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.6.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TOMATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLESTANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.7.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).8.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.ACCESSI%ILIT< 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 ETSEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TOBOTH, 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) MUSTNOT REDUCE 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,AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS ATLANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THERAMP MUST BE PROVIDED 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 MUSTNOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG(48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOTEXCEED A SLOPE OF 1:12 (8.3%).E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATHOF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTEDBY ACCESSIBLE 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 MUSTIMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THATDIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK.CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIERFREE REGULATIONS AND THE ACCESSIBLE 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 THEENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALLCOSTS TO REMOVE, 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.LIG+TING 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 REFER TO THEMAND 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 LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS,INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY ANDGOVERNMENTAL REGULATIONS.3.THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THENOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARYDUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT ANDLUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRICPLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC).5.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTIONPROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, ANDRE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULTIN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION ANDOWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S.6.THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRINGAND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTINGCONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTINGCONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY ANDALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLEDAS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTINGFIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES.7.THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE,UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATEDON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED.9.CONTRACTOR TO ENSURE THAT PROPOSED LIGHTING CONFORMS TO FREDERICK COUNTY ZONING ORDINANCE (165-201.07).ALL NEW LIGHTING SHOULD BE FULL CUTOFF, DOWNCAST, AND NOT CAST GLARE ONTO ADJOINING PROPERTIES ANDROADWAYS.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 ACKNOWLEDGE FAMILIARITYWITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.2.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENTCONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE.INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSIONCONTROL 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 BE INSTALLEDAT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BERETAINED ON-SITE.B.SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE,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 DOWNSLOPE FROMDISTURBANCE, 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 SILT DEPOSITSGREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILTFROM 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 THE SITEUNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSIONCONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FORALL SUCH COSTS.10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTIONAND 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 THE INCIDENTALDISCHARGE 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.VIRGINIA0.2296"DRAINAGE AND UTILIT< 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 ACKNOWLEDGE FAMILIARITYWITH 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 MUST INDEPENDENTLYVERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANYCONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTIONPOINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THECONTRACTOR MUST REPORT ALL DISCREPANCIES, 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 LIMITEDTO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OFDISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THEREQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THECONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURINGCONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUSTBEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUNDUTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FORVERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACTBUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIORGRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATIONOF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS AREACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITHALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLEREQUIREMENTS, 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 A CONFLICT(S) EXISTSBETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTIONPOINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TOCONSTRUCTION, MUST RESOLVE SAME.7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THERECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THEAPPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS,FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS ANDCONSULTANT HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN ACONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALLUNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANYRESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITEPLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOTDETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THEAGENCY WITH JURISDICTION OVER SAME.10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THERESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIORTO COMMENCING CONSTRUCTION.GENERAL NOTES(Rev. 1/2020)1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING,(HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALLEXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWNON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THECONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESEREQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THATCOMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS.THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALLCONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATEDWITH THE PROJECT WORK 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 THAT THELATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FORCONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALSHAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLYREVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTINGAUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTORMUST 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/REPORTSAND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES,LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN ANDCONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS ANDADDENDA TO SAME.6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLYREVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITEDTO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUSTIMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES ORAMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS.7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOREXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDINGUTILITY LOCATIONS.8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THECOMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANYCONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILLBE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS ORGRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTENNOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATIONTO PROCEED WITH SUCH ADDITIONAL WORK.9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOTSCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKEDAND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTSAND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS.DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FORLAYOUT OF IMPROVEMENTS.10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALLCERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONSSET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY ORAMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THEGEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THEPLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY ORAMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHERWORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THEREQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVEJURISDICTION OVER THIS PROJECT.12.ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITYFOR ANY HAZARDOUS 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 SHORINGREQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONALPRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALLOF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE.14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THECONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OFSIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORKAREA 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 EXCAVATEDMATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY ANDALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OROVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSALACTIVITIES, TO BE PROMPTLY 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 ORPROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING,CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY,RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTIONCABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALLCOSTS 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 OFTHE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTSAND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENTALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OFCONSTRUCTION.18.THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHERRESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD ANDBOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OFENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOTRESPONSIBLE 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 THATMAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDSWITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'SOWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD ANDBOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAYRELATED 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 THECONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES,RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITHAPPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY,INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR ANDFROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER ANDBOHLER INCUR AS RELATED TO SAME.21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORYWORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL)INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS 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, AND ITS SUBCONTRACTORSAND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TOINSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THECONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OFINSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OFEACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION ANDAFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THEFULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT ANDFUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTSFROM 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 NOTLIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THEPROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATEDTO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, 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 ORPROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THEWORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THECONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS 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 FUTUREOWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT ACONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITSOBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE,TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK INACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANYREGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER AND ITS EMPLOYEES, PERSONNEL,AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANYRESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALLHEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THECONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER FOR AND FROM ANY LIABILITY TO BOHLERRESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THEPLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'SPOLICIES 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, BOHLERWILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA,SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OFEVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACTDOCUMENTS. 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 HASNO RESPONSIBILITY OR LIABILITY 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 NOTINDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLEFOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELYBRING 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, WITHOUTFIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER FOR ALL DEVIATIONS WITHINENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANYWORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALLCOMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLDHARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROMALL 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 INACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THERIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'SSOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS ANDRELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OFRECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES.IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANSAND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESSFOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER INCUR AS A RESULT OF SAID FAILURE ORFAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH ANDCONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALLAPPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANYMODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME.29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANYOTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NORESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND INACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THECONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, ANDSEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER PARTIES HARMLESS FOR ALL INJURIESAND 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 COMPLIANCEWITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1)ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENTTHRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE INCOMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALLEVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELYRESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OFRECORD, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINIONREGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCEWITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOTCONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. VIRGINIA 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SDP-1----->LAYOUT: C-103 NOTES AND LEGENDGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-103GENERALNOTES ANDLEGENDSDP PROPOSED NOTECURB AND GUTTERSPILLTRANSITIONDEPRESSED CURB AND GUTTERXTYPICAL NOTE TEXTNEIGHBORINGPROPERTY LINE /INTERIOR PARCEL LINESTANDARD DRA:ING 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 516.00190CONTOURLINESPOTELEVATIONS187STANDARDA%%REVIATIONSFOR ENTIRE PLAN SETACACRESADAAMERICANS WITHDISABILITY ACTARCHARCHITECTURALBCBOTTOM OF CURBBFBASEMENT FLOORBKBLOCKBLBASELINEBLDGBUILDINGBMBUILDING BENCHMARKBRLBUILDING RESTRICTION LINECFCUBIC FEETCLCENTERLINECMPCORRUGATED METAL PIPECONNCONNECTIONCONCCONCRETECPPCORRUGATED PLASTIC PIPECYCUBIC YARDSDECDECORATIVEDEPDEPRESSEDDIPDUCTILE IRON PIPEDOMDOMESTICELECELECTRICELEVELEVATIONEPEDGE OF PAVEMENTESEDGE OF SHOULDEREWEND WALLEXEXISTINGFESFLARED END SECTIONFFFINISHED FLOORFHFIRE HYDRANTFGFINISHED GRADEGGRADEGFGARAGE FLOOR (AT DOOR)GHGRADE HIGHER SIDE OF WALLGLGRADE LOWER SIDE OF WALLGRTGRATEGVGATE VALVEHDPEHIGH DENSITYPOLYETHYLENE PIPEHPHIGH POINTHORHORIZONTALHWHEADWALLINTINTERSECTIONINVINVERTLFLINEAR FOOTLOCLIMITS OF CLEARINGLODLIMITS OF DISTURBANCELOSLINE OF SIGHTLPLOW POINTL/SLANDSCAPEMAXMAXIMUMMINMINIMUMMHMANHOLEMJMECHANICAL JOINTOCON CENTERPAPOINT OF ANALYSISPCPOINT CURVATUREPCCRPOINT OF COMPOUNDCURVATURE, CURB RETURNPIPOINT OF INTERSECTIONPOGPOINT OF GRADEPROPPROPOSEDPTPOINT OF TANGENCYPTCRPOINT OF TANGENCY,CURB RETURNPVCPOLYVINYL CHLORIDE PIPEPVIPOINT OF VERTICALINTERSECTIONPVTPOINT OF VERTICAL TANGENCYRRADIUSRCPREINFORCED CONCRETE PIPERET WALLRETAINING WALLR/WRIGHT OF WAYSSLOPESANSANITARY SEWERSFSQUARE FEETSTASTATIONSTMSTORMS/WSIDEWALKTBRTO BE REMOVEDTBRLTO BE RELOCATEDTCTOP OF CURBTELETELEPHONETPFTREE PROTECTION FENCETWTOP OF WALLTYPTYPICALUGUNDERGROUNDUPUTILITY POLEWWIDEW/LWATER LINEW/MWATER METER±PLUS OR MINUS°DEGREEØDIAMETER#NUMBERLOWLOWLODLODLIMIT OF WORKLIMIT OF DISTURBANCEMATCH EX(518.02 ±) C-201 LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLOW LOWLOWLOW LOWLOWLOW LOW LOWLOWLOW LOWDAWSON DRIVEVA RTE. 651 - SHADY ELM ROADLOT 1DAWSON INDUSTRIAL PARKDB. 947 PG. 853LANDS OFTHE DAWSON GROUP, L.L.C.INSTR. #030009351APN: 63-8-1AREA: 121,868 S.F. (M) OR 2.7977 AC. (M&R)WESNORTH ZONEVCS NAD83PROPSAWCUTPROPSAWCUTPROP SAWCUTPROP SAWCUTLIMITS OF DISTURBANCELIMITS OF WORKLIMITS OF WORKLIMITS OF WORKLIMITS OF DISTURBANCELIMITS OF DISTURBANCELOWLOWLOWLOWLOWLOWLOWPROP SAWCUT5B 6 C 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SPP-1----->LAYOUT: C-202 DEMO PLANGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-202E;ISTINGCONDITIONSDEMOLITIONPLANSPP SAWCUTLIMITS OF DISTURBANCELODLEGENDLIMITS OF WORKLOW1"=30'0307.51530DEMOLITION PLAN NOTES1.SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FORLEGEND2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AREAPPROXIMATE AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTORSHALL DETERMINE ACTUAL LOCATIONS AND DEPTHS OF ALL UTILITIESPRIOR TO CONSTRUCTION. IF CONFLICTS EXIST, NOTIFY ENGINEERIMMEDIATELY.3.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTINGSITE CONDITIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. ANYDISCREPANCIES WITH THIS PLAN SHALL BE REPORTED IN WRITING TOTHE OWNER AND BOHLER ENGINEERING PRIOR TO ANYCONSTRUCTION ACTIVITIES. THE CONTRACTOR ASSUMES COMPLETERESPONSIBILITY FOR ANY DISCREPANCIES NOT REPORTED INWRITING.4.THE CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES NOTSHOWN OR NOTED TO BE DEMOLISHED WITH THIS PLAN.CONTRACTOR SHALL REPLACE ANY EXISTING SITE FEATUREDAMAGED BY CONSTRUCTION ACTIVITIES.5.THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL,SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROLMEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFICAND TO ASSURE PUBLIC SAFETY. ACCESS TO ADJACENT PROPERTYTO BE MAINTAINED AT ALL TIMES.6.FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED DURING ALLPHASES OF DEMOLITION AND CONSTRUCTION.(TBR)(TBRL)TO BE REMOVEDTO BE RELOCATED LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLOW LOWLOWLOW LOWLOWLOW LOW LOWLOWLOW LOWDAWSON DRIVEVA RTE. 651 - SHADY ELM ROADWESNORTH ZONEVCS NAD83PROPSAWCUTPROPSAWCUTPROP SAWCUTPROP SAWCUTLIMITS OF DISTURBANCELIMITS OF WORKLIMITS OF WORKLIMITS OF WORKLIMITS OF DISTURBANCELIMITS OF DISTURBANCELOWLOWLOWLOWLOWLOWLOWPROP SAWCUT15'5'10'111010101117320188'8'8'20'8'8'8'20'191.63'30.00'7.4'9'20'REVISED CANOPIESSEE ARCH PLANS5.6'R5.8'R3 . 5 'R 1 5 ' R15'R3.3'R77.3'191.4' 26.9'PROP FLUSH CURBPROP "ADA" VAN SIGN9'5'R5'R15'R25'R17'6PROP "ADA" SIGNPROP "ADA" VAN SIGNPROP FLUSH CURBPROP "ADA" VAN SIGNPROP "ADA" SIGNEX PATIO5'R8.5'20' 8'8'PROP CANOPY-REFERTO ARCH. PLANSPROP. FIRELANE MARKINGPROP CURB TAPER89.2'87.2'±14'PROP CANOPY-REFERTO ARCH. PLANS±38'PROP PATIOPROP 5' CONC SIDEWALKPROP 5' CONC SIDEWALKPROP RAMP SECTIONWITH HANDRAIL(SEE ARCH FOR DETAIL)11.2'18'22'22'7.4'10.5'10.2'45'12'10.4'24'46'PROP "ADA" STRIPING ANDPAVEMENT MARKINGS (TYP.)PROP "ADA" STRIPING ANDPAVEMENT MARKINGS56'23.1'5'5' SETBACK 25' PARKING SETBACK10' PARKING SETBACK5' PARKINGSETBACK PROP SITE LIGHTPROP SITE LIGHT75' BUILDING SETBACK75' BUILDING SETBACK 25' BUILDING SETBACK 25' BUILDING SETBACKPROP FLAG POLEAND MONUMENTSIGNDDDDDDD15.1'3.2'30'PROP "ADA" SIGN (TYP.)5' PARKINGSETBACK4.5'PROP CURB TAPERPROP CURB TAPERPROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)PROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)11.7'6'PROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)PROP 2" WATER METER(CONTRACTOR TO COORDINATERELOCATION AND UPSIZINGWITH FREDERICK COUNTYWATER AUTHORITYPROP 3" WATER SERVICE LINEDISCLAIMER 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SPP-1----->LAYOUT: C-301 SITE PLANGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-301SITE PLANSPP SAWCUTLIMITS OF DISTURBANCELODLEGENDNOTE1.SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FORLEGEND.2.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR BUILDINGAND CANOPY INFORMATION.LIMITS OF WORKLOW1"=30'0307.51530+ATC+ LEGENDPROP BUILDING(SEE ARCHDRAWINGS)STANDARD DUTYASPHALT PAVEMENTPAVEMENTSTRIPINGBULK REQUIREMENTS:REQUIREDPROPOSEDMIN. BUILDING SETBACKFRONT SETBACK (SOUTH) DAWSON DRIVE75'191.4'FRONT SETBACK (EAST) SHADY ELM ROAD75'89.2' SIDE SETBACK (WEST)25'87.2' REAR SETBACK (NORTH)25'26.9'PARKING SETBACK25'17' *FLOOR AREA RATIO (FAR)1.00.2TOTAL GROUND FLOOR AREA-21,498 SFTOTAL FLOOR AREA-21,498 SFTOTAL LOT AREA-2.80 ACBUILDING HEIGHT60' MAX.±15'PARKING REQUIREMENTS1 SPACE PER 250 SF OF OFFICE AREA(21,498 SF / 250 SF)86126ADA SPACES55VAN ACCESSIBLE13LOADING SPACE (12' X 45')11TOTAL LANDSCAPE AREA2,728 SF4,403 SF=ONING INFORMATION AND NOTESZONE:M1 (LIGHT INDUSTRIAL DISTRICT)USE:MEDICAL CLINICEXTENTS OF MILLAND OVERLAYNOTE: EXISTING BUILDING ENVELOPE UNCHANGED. PROPOSED BUILDING CANOPY NOT INCLUDED IN PROPOSED BUILDING SETBACK VALUES.*PER EMAIL CORRESPONDENCE WITH PLANNING & DEVELOPMENT STAFF(6/1/2020), ENCROACHMENT OF THE TRAVELWAY/DRIVEWAY (6' TO 9') INTO THE25' PARKING SETBACK IS ACCEPTABLE.STANDARDCONCRETEPAINTED YELLOW CURBTO DESIGNATE FIRE LANEUNPAINTED CURBFIRE LANE LEGENDFIRE LANE SIGN TYPE "D"ANOT TO SCALESTANDARD WORDING WITH ANARROW AT BOTTOM POINTING TOTHE RIGHT. ONE SIGN MOUNTEDPARALLEL TO THE LINE OFCURBING OR PAVEMENT EDGE ATEND OF PAINTED AREA.SIGN TYPE "A"SIGN TYPE "C"SIGN TYPE "D"STANDARD WORDING WITH ANARROW AT BOTTOM POINTING TOTHE LEFT. ONE SIGN MOUNTEDPARALLEL TO THE LINE OFCURBING OR PAVEMENT EDGE ATEND OF PAINTED AREA.STANDARD WORDING WITH NOARROW. TWO SIGNS, BACK TOBACK MOUNTED PERPENDICULARTO THE LINE OF CURBING ORPAVEMENT EDGE.SIGNAGE SPECIFICATIONS1. METAL CONSTRUCTION, 12"x18".2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTEREDGE OF SIGN.3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE".4. LETTERING SIZE TO BE AS FOLLOWS:A. NO PARKING AND STANDING -2".B. OR -1".C. FIRE LANE -2 1/2".D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP.5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISEDIRECTED BY THE FIRE OFFICIAL.6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTENPERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNSSHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN.7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL.ORSTANDINGFIRE LANEPARKINGNOORSTANDINGFIRE LANEPARKINGNOORSTANDINGFIRE LANEPARKINGNOFIRE LANE SIGNAGENOTUSEDNOTUSEDNOTE TO CONTRACTOR1.CONTRACTOR TO COORDINATE WITH DEVELOPER TO MILL,RESEAL, AND RESTRIPE THE PARKING LOT. LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLOW LOWLOWLOW LOWLOWLOW LOW LOWLOWLOW LOWDAWSON DRIVEVA RTE. 651 - SHADY ELM ROADWESNORTH ZONEVCS NAD83PROPSAWCUTPROPSAWCUTPROP SAWCUTPROP SAWCUTLIMITS OF DISTURBANCELIMITS OF WORKLIMITS OF WORKLIMITS OF WORKLIMITS OF DISTURBANCELIMITS OF DISTURBANCELOWLOWLOWLOWLOWLOWLOWPROP SAWCUTREVISED CANOPIESSEE ARCH PLANSTPTPCONTRACTOR TO LOCATE EXISTING UTILITIESAND CONFIRM NO CONFLICTS PRIOR TOINSTALLING PROPOSED LANDSCAPE.PROP 2" WATER METER(CONTRACTOR TO COORDINATERELOCATION AND UPSIZINGWITH FREDERICK COUNTYWATER AUTHORITYTPCONTRACTOR TO TEST PIT AND VERIFY LOCATION AND INVERTS OF EXISTINGDRAIN PIPE. CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO INLET AND INPROPOSED PIPE AND ADEQUATE COVER OVER PIPE. CONTRACTOR TONOTIFY BOHLER OF ANY DISCREPANCIES PRIOR TO INSTALLATION.TPPROP. 8" PVCCONTRACTOR TO LOCATE EXISTING UTILITIESAND CONFIRM NO CONFLICTS PRIOR TOINSTALLING PROPOSED IMPROVEMENTS.WWWPROP 3" WATER SERVICE LINEPROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)TP788 789RIDGE1.8%1.8%6.5% 78 9791 791 792 ME/G 788.50±ME/G 788.80±ME/G 788.75±ME/G 788.65±TC/G 789.05TC/G 788.95G 788.97G 789.07TC 789.55G 789.05TC 789.65G 789.15TC 789.65ME/TC 789.35±TC 789.33FFE 790.32TC/G 789.94TC 790.00TC 789.95TC 789.80TC 789.85TC 789.40ME/G 788.80±ME/G 788.35±TC 789.60ME/G 788.75±ME/G 788.65±ME/G 788.55±ME/G 788.85±TC/G 788.95TC/G 789.05G 789.07G 788.97G 789.19G 789.08ME/G 792.15±TC 791.00ME/G 789.66±TC 792.25TC 790.10TC 789.80TC 789.90TC 789.60ME/G 788.40±TC 788.75TC 788.85TC 788.95TC 789.80TC 789.20TC 788.95TC 788.85TC 788.75TC 789.70ME/G 788.45±ME/G 788.31±ME/G 788.60±G 791.10ME/G 790.19ME/G 790.12±TC/G 788.83G 788.95ME/G 789.00±FFE 790.22RIM 789.85ME/G 790.26±G 789.12ME/G 790.10±ME/G 790.10±HP/G 790.20G 790.12G 790.05ME/TC 790.75±ME/TC 790.85±G 790.90G 790.80G 790.22G 790.08G 790.10G 790.24G 789.98ME/TC 790.30±G 790.35G 790.05FFE 790.22G 789.90G 790.22HP/G 790.20ME/G 792.29±G 791.94ME/G 792.00±ME/G 792.17±ME/G 792.04±ME/G 791.91±G 791.82G 791.69G 791.56TC/G 791.73G 791.78TC/G 791.60G 791.65TC 792.35G 791.85TC 791.97G 791.47G 792.02G 790.20ME/G 790.80±ME/G 791.62±ME/G 790.00±G 790.10G 790.00G 790.25788 789RIDGE1.8%1.8%6.5% 78 9791 791 792 ME/G 788.50±ME/G 788.80±ME/G 788.75±ME/G 788.65±TC/G 789.05TC/G 788.95G 788.97G 789.07TC 789.55G 789.05TC 789.65G 789.15TC 789.65ME/TC 789.35±TC 789.33FFE 790.32TC/G 789.94TC 790.00TC 789.95TC 789.80TC 789.85TC 789.40ME/G 788.80±ME/G 788.35±TC 789.60ME/G 788.75±ME/G 788.65±ME/G 788.55±ME/G 788.85±TC/G 788.95TC/G 789.05G 789.07G 788.97G 789.19G 789.08ME/G 792.15±TC 791.00ME/G 789.66±TC 792.25TC 790.10TC 789.80TC 789.90TC 789.60ME/G 788.40±TC 788.75TC 788.85TC 788.95TC 789.80TC 789.20TC 788.95TC 788.85TC 788.75TC 789.70ME/G 788.45±ME/G 788.31±ME/G 788.60±G 791.10ME/G 790.19ME/G 790.12±TC/G 788.83G 788.95ME/G 789.00±FFE 790.22RIM 789.85ME/G 790.26±G 789.12ME/G 790.10±ME/G 790.10±HP/G 790.20G 790.12G 790.05ME/TC 790.75±ME/TC 790.85±G 790.90G 790.80G 790.22G 790.08G 790.10G 790.24G 789.98ME/TC 790.30±G 790.35G 790.05FFE 790.22G 789.90G 790.22HP/G 790.20ME/G 792.29±G 791.94ME/G 792.00±ME/G 792.17±ME/G 792.04±ME/G 791.91±G 791.82G 791.69G 791.56TC/G 791.73G 791.78TC/G 791.60G 791.65TC 792.35G 791.85TC 791.97G 791.47G 792.02G 790.20ME/G 790.80±ME/G 791.62±ME/G 790.00±G 790.10G 790.00G 790.25LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW791 79 2 FFE 790.22RIM 789.85ME/G 790.26±ME/G 790.10±HP/G 790.20G 790.12G 790.05ME/TC 790.75±ME/TC 790.85±G 790.90G 790.80G 790.22G 790.08G 790.10G 789.98ME/G 792.29±G 791.94ME/G 792.00±ME/G 792.17±ME/G 792.04±ME/G 791.91±G 791.82G 791.69G 791.56TC/G 791.73G 791.78TC/G 791.60G 791.65TC 792.35G 791.85TC 791.97G 791.47G 792.02G 790.20ME/G 790.80±ME/G 791.62±ME/G 790.00±G 790.10791 79 2 FFE 790.22RIM 789.85ME/G 790.26±ME/G 790.10±HP/G 790.20G 790.12G 790.05ME/TC 790.75±ME/TC 790.85±G 790.90G 790.80G 790.22G 790.08G 790.10G 789.98ME/G 792.29±G 791.94ME/G 792.00±ME/G 792.17±ME/G 792.04±ME/G 791.91±G 791.82G 791.69G 791.56TC/G 791.73G 791.78TC/G 791.60G 791.65TC 792.35G 791.85TC 791.97G 791.47G 792.02G 790.20ME/G 790.80±ME/G 791.62±ME/G 790.00±G 790.10DISCLAIMER 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SPP-1----->LAYOUT: C-401 GRAD-UTILGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-401GRADING ANDUTILIT< PLANSPP SAWCUTLIMITS OF DISTURBANCELODLEGENDNOTE1.SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND.2.NO ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION.3.NO ADA CURB RAMP IS TO EXCEED 8.33%.LIMITS OF WORKLOW1"=30'0307.515301"=10'0102.5510GRADING INSETSCALE: 1" = 10'CONTRACTOR NOTE1.CONNECT NEW WATERLINE FROM RELOCATED WATER METER TOEXISTING PRIVATE WATERLINE.2.TEST PIT OR ADJUST TO GRADE EXISTING FREDERICK WATERFACILITIES AS REQUIRED BY FREDERICK WATER'S INSPECTOR.SEE GRADING INSET THIS SHEET:ATER METER RELOCATION NOTES1.FREDERICK COUNTY WATER AUTHORITY WILL DISCONNECT EXISTING SERVICE,INSTALL NEW 2" SERVICE AND PLACE A SLEEVE OVER FORCE MAIN(APPROXIMATELY 10' TOWARDS BUILDING) FOR THE PRIVATE PORTION OF THEWATER SERVICE TO BE INSTALLED.2.2" - 200 PSI PE TUBING IS REQUIRED ON BOTH SIDES OF METER SETTER WITH A2" X 3" INCREASER INSTALLED ON THE BUILDING SIDE OF THE SLEEVE OVER THEFORCE MAIN.3.CONTRACTOR TO COORDINATE A PRECISE STAKEOUT OF THE CURB ANDGUTTER IN THE METER VAULT LOCATION AS WELL AS THE INSTALLATION OF THEPRIVATE PORTION OF THE WATER SERVICE. LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLOW LOWLOWLOW LOWLOWLOW LOW LOWLOWLOW LOWDAWSON DRIVEVA RTE. 651 - SHADY ELM ROADWESNORTH ZONEVCS NAD83PROPSAWCUTPROPSAWCUTPROP SAWCUTPROP SAWCUTLIMITS OF DISTURBANCELIMITS OF WORKLIMITS OF WORKLIMITS OF WORKLIMITS OF DISTURBANCELIMITS OF DISTURBANCELOWLOWLOWLOWLOWLOWLOWPROP SAWCUTREVISED CANOPIESSEE ARCH PLANSPROP CANOPY-REFERTO ARCH. PLANSPROP CANOPY-REFERTO ARCH. PLANSPROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)PROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)PROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)WWW788 78978 9791 791 792 788 78978 9791 791 792 CONSTRUCTION VEHICLES TOUTILIZE EXISTING ASPHALTENTRANCE FOR INGRESS/EGRESSIPTPSAFTPTPTPSAFIPIPIPPSPSPSX X X X XSFSFSF5B IPTS6 C 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SPP-1----->LAYOUT: C-501 E&S PLANGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-501EROSION ANDSEDIMENTCONTROL PLANSPP SAWCUTLIMITS OF DISTURBANCELODLEGENDNOTE1.SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND.2.E&S INSPECTOR HAS THE AUTHORITY TO ADD OR REMOVE E&S CONTROLAS NECESSARY IN THE FIELD AS SITE CONDITIONS CHANGE.LIMITS OF WORKLOW1"=30'0307.51530NO.TITLEKEYSYMBOLTEMPORARY3.02CECONSTRUCTION ENTRANCECESAFETY FENCE3.01SAFSAFSILT FENCE3.05SFXXXVIRGINIA UNIFORM CODING S<STEMFOR EROSION AND SEDIMENT CONTROL PRACTICESTEMPORARY SEEDING3.31TSTSPERMANENT SEEDING3.32PSPSSOILS TYPESOILS LEGENDXxXSOILS TA%LESYMBOLSOIL NAMESLOPESHSG5BCARBO SILT LOAM2 - 7%D6CCARBO-OAKLET2 - 15%DSTORM DRAIN INLET PROTECTION3.07IPTREE PRESERVATION3.38TPAND PROTECTIONTP 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SDP-1----->LAYOUT: C-502 EROS NOTESGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-502EROSION ANDSEDIMENTCONTROLNOTESSDP EROSION AND SEDIMENT CONTROL NARRATIVEDESCRIPTION OF SITETHE SCOPE OF THE PROJECT INCLUDES BUILDING ADDITION, RELOCATION OF ADA PARKING AREA, ADDITION OF PARKING SPACES AND SITE IMPROVEMENTS INCLUDING THE ADDITION OFAN ENTRANCE LOOP AND ASSOCIATED PARKING RECONFIGURATION. THE DEVELOPMENT IS LOCATED ON DAWSON DRIVE AT THE INTERSECTION WITH SHADY ELM ROAD (US RTE 651) ANDDAWSON DRIVE. THE AREA OF LAND DISTURBANCE REQUIRED FOR THIS CONSTRUCTION IS APPROXIMATELY 0.23 ACRES (9,800 SF).SEDIMENT CONTROL FOR THE PROPOSED CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE POLICIES AND REQUIREMENTS OF THE VIRGINIA EROSION & SEDIMENTCONTROL HANDBOOK.EXISTING SITE CONDITIONSTHE SUBJECT SITE IS AN EXISTING BUILDING AND PAVED PARKING AREA. THE EXISTING SLOPE RANGES FROM 2% TO 30%. THE SITE OUTFALLS TO AN EXISTING CHANNEL AT THENORTHEAST SITE BOUNDARY AND A CURB INLET AT THE EAST ENTRANCE ON DAWSON DRIVE.CRITICAL EROSION AREASTHERE ARE NO CRITICAL EROSION AREAS KNOWN TO EXIST ON SITE.ADJACENT PROPERTYTHE SITE IS BORDERED ON THE NORTH BY AN INDUSTRIAL (DIRECTTV) PROPERTY, ON THE EAST BY SHADY ELM DRIVE, ON THE WEST BY AN INDUSTRIAL PARK, AND ON THE SOUTH BYDAWSON DRIVE.ADEQUATE OUTFALLTHE SUBJECT SITE CURRENTLY OUTFALLS IN TWO LOCATIONS. A PORTION OF THE SITE ENTERS AN EXISTING STORM DRAIN SYSTEM. A CURB INLET AT THE EAST ENTRANCE TO THE SITETIES INTO AN EXISTING CURB INLET ALONG DAWSON DRIVE. THE REST OF THE SITE LEAVES THE SITE IN A CHANNEL THAT PARALLELS SHADY ELM ROAD. THIS CHANNEL ENTERS ANEXISTING CULVERT UNDER DAWSON DRIVE.OFFSITE AREASNO OFFSITE DISTURBANCE IS PROPOSED WITH THE PLAN. IF OFFSITE DISTURBANCE IS REQUIRED, CONTRACTOR SHALL COORDINATE REVISED EROSION AND SEDIMENT CONTROL PLANSAND ALL APPLICABLE PERMITS WITH THE COUNTY.SOILSTHE SOILS ON-SITE, PER THE NRCS WEB SOIL SURVEY, ARE AS FOLLOWS:5B - CARBO SILT LOAM, 2% TO 7%·WELL DRAINED·HYDROLOGIC SOIL GROUP - D·HYDRIC SOIL RATING - NO6C - CARBO-OAKLET, VERY ROCKY SILT LOAMS, 2% TO 15%·WELL DRAINED·HYDROLOGIC SOIL GROUP - D·HYDRIC SOIL RATING -EROSION CONTROL PROGRAMEROSION CONTROL SHALL BE MAXIMIZED THROUGH RAPID STABILIZATION OF THE DISTURBED AREAS AND BY INSTALLATION OF PERIMETER CONTROLS. NOT MORE THAN 7 CALENDARDAYS ARE TO ELAPSE WITH ANY DISTURBED AREA REMAINING DENUDED. TEMPORARY COVER, BY SEEDING AND/OR MULCHING, SHALL BE APPLIED TO AREAS THAT WILL BE EXPOSED FORA PERIOD OF GREATER THAN 7 DAYS, BEFORE PERMANENT STABILIZATION. PERMANENT COVER SHOULD BE PROVIDED OVER ALL DISTURBED AREAS AS SOON AS POSSIBLE UPONACHIEVING FINAL GRADE, BY MEANS OF SEEDING AND MULCHING, SODDING AND PEGGING, PAVING, OR AS OTHERWISE DIRECTED BY THE PLAN. LIKEWISE, ALL STOCKPILES SHALL BESTABILIZED WITHIN 7 DAYS OF ACHIEVING FINAL GRADES. UTILITY TRENCHES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILLING TO THE PROPOSED GRADE.SEDIMENT CONTROL PROGRAMSEDIMENT CONTROL SHALL BE ACCOMPLISHED THROUGH RAPID STABILIZATION AND BY THE INSTALLATION OF MECHANICAL DEVICES, AS SHOWN ON THE PHASE I PLAN:STRUCTURAL PRACTICES1.SAFETY FENCE - 3.01TO BE PROVIDED TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC.2.TEMPORARY CONSTRUCTION ENTRANCE (CE) - 3.02CONSTRUCTION VEHICLES TO UTILIZE EXISTING ASPHALT ENTRANCE FOR INGRESS/EGRESS TO SITE.3.SILT FENCE - 3.05A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENTSEDIMENT FROM LEAVING THE SITE.4.STORM DRAIN INLET PROTECTION - 3.07INLET PROTECTIONS ARE TO BE PROVIDED AT EACH DRAINAGE STRUCTURE TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA.5.TEMPORARY SEEDING - 3.31ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER BY SEEDING WITH APPROPRIATE RAPIDLY GROWING PLANTS ON DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINALGRADE FOR A PERIOD OF MORE THAN 14 DAYS.6.PERMANENT SEEDING - 3.32ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH-GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE OR WHEREPERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED ON FINE-GRADED AREAS.7.TREE PRESERVATION & PROTECTION - 3.38PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY.VEGETATIVE PRACTICES1.SURFACE ROUGHENING - AREAS TO BE SEEDED SHALL BE LIGHTLY ROUGHENED AND LOOSE TO A DEPTH OF 2" TO 4" PRIOR TO SEEDING. AREAS WHICH HAVE BEEN GRADED ANDWILL NOT BE STABILIZED IMMEDIATELY MAY BE ROUGHENED TO REDUCE VELOCITY UNTIL SEEDING TAKES PLACE.2.TOPSOILING (STOCKPILES) - TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILE ARE TO BE LOCATED ON-SITE IN OPEN SPACEAREAS, AS DEPICTED ON THE PLAN, ARE TO BE STABILIZED WITH TEMPORARY VEGETATION, AND ARE TO BE SURROUNDED AT THE BASE BY SUPER SILT FENCE.3.TEMPORARY SEEDING - ALL DENUDED AREAS THAT WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARYVEGETATIONIMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED.4.EROSION CONTROL BLANKETS OR MULCH - EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND SEEDED TOPROTECT THE SLOPES FROM RILL AND GULLY EROSION AND ALLOW THE SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS ANDWILL BE APPLIED AS A SECOND STEP IN THE SEEDING OPERATION.ALL SILTATION CONTROL MEASURES ARE INTENDED TO PREVENT SEDIMENT FROM ENCROACHING INTO ENVIRONMENTALLY SENSITIVE AREAS OR ONTO ADJACENT PROPERTIES ANDROADWAYS. THE FREDERICK COUNTY INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT CONTROLS IN THE FIELD AS SITE CONDITIONS WARRANT. INADDITION, NO SEDIMENT TRAPS OR SEDIMENT BASINS MAY BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE CITY INSPECTOR.UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUMSTANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESSOTHERWISE WAIVED OR APPROVED BY A VARIANCE.SEQUENCE OF CONSTRUCTION1.CONTRACTOR TO NOTIFY FREDERICK COUNTY AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND OBTAIN A LAND DISTURBANCE PERMIT.2.OWNER, CONTRACTOR, RESPONSIBLE LAND DISTURBER, AND PROJECT ENGINEER SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH THE COUNTY INSPECTORPRIOR TO COMMENCING LAND DISTURBING ACTIVITIES.3.INSTALL INLET PROTECTION ON EXISTING INLETS.4.INSTALL PERIMETER CONTROLS.5.BEGIN REMOVING THE EXISTING PAVEMENT, CURB AND SURROUNDING DISTURBED AREAS.6.BEGIN GRADING THE DISTURBED AREAS AND PREPARING SUBGRADES AND SOIL IMPROVEMENTS.7.START CONSTRUCTION OF CURB, PROPOSED BUILDING ADDITION PADS AND ENTRANCE TURNAROUND.8.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY,ANY DISTURBED AREAS.9.IMMEDIATELY, PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.10.PREPARE SITE FOR PAVING.11.PAVE SITE IN NECESSARY AREAS.12.INSTALL APPROPRIATE PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES.13.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OF ALL AREAS, IF NECESSARY.14.ONCE COUNTY INSPECTOR APPROVAL OBTAINED, ALL EROSION CONTROL DEVICES ARE TO BE REMOVED FROM THE SITE AS NEEDED. ALL TEMPORARY CONTROLSMUST BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED; TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED.PERMANENT STABILIZATIONALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITHKENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC 3.32, PERMANENT SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION CONTROLBLANKETS WILL BE INSTALLED OVER FILL SLOPES, WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED. THIS WILL PROTECT THE SLOPES FROM RILLAND GULLY EROSION AND ALLOW THE SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDINGOPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING.STREAM BANK STABILIZATIONSTREAM BANK STABILIZATION IS NOT REQUIRED FOR THIS SITE.STORMWATER MANAGEMENT/BMPSTORMWATER MANAGEMENT IS PROVIDED THROUGH PREVIOUSLY DESIGNED AND APPROVED STORM DRAIN INFRASTRUCTURE AND BMP. SEE PREVIOUSLY APPROVEDOVERALL DEVELOPMENT SITE PLAN.MAINTENANCE PROGRAMIN GENERAL ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING MEASURES WILLBE CHECKED IN PARTICULAR.SAFETY FENCE: INSPECTIONS SHALL BE CONDUCTED REGULARLY TO CHECK FOR WEATHER-RELATED OR OTHER DAMAGE; REQUIRED REPAIRS SHALL BE MADEIMMEDIATELY. ALL ACCESS POINTS MUST BE SECURE AT THE END OF EACH WORKING DAY AND LOCKING DEVICES MUST BE REPLACED OR REPAIRED AS NECESSARY.CONSTRUCTION ENTRANCES: INSPECTIONS SHALL BE MADE DAILY FOR ENTRANCE INTEGRITY; REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. THE CONSTRUCTIONENTRANCE IS TO BE REGULARLY MAINTAINED TO INCLUDE SCARIFICATION AND ADDITION OF FRESH STONE AS NEEDED.SILT FENCE: INSPECTIONS SHALL BE MADE DAILY FOR FENCE INTEGRITY; REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT IS TO BE REMOVED WHEN DEPOSITSREACH ONE-HALF THE FENCE HEIGHT.STORM DRAIN INLET PROTECTION: INLETS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AS NEEDED.TEMPORARY AND PERMANENT SEEDING: SEEDED AREAS SHALL BE CHECKED REGULARLY TO ASSURE A GOOD STAND OF GRASS IS BEING MAINTAINED. AREAS THAT FAILTO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION SHALL BE RE-SEEDED AS SOON AS THEY ARE IDENTIFIED.NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUB BASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILTTRAPPED AT LOW POINTS OR INLETS.DEVICES SHOWN ARE TO BE CONSIDERED AS MINIMUM EROSION AND SEDIMENTATION CONTROLS. ADDITIONAL CONTROLS MAY BE NECESSARY DUE TO CONTRACTOR'SPHASING OR OTHER UNANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL DEVICES AS NECESSARY IN ORDER TO CONTROLEROSION AND SEDIMENTATION. EROSION AND SEDIMENTATION MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE STANDARDS ANDSPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF CLEANING ANDREMOVING ALL LAYING DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM CHLORIDE, OR OTHER APPROVED MATERIALS ALONG THOSE SECTIONS OF THEPROJECT ADJACENT TO EXISTING DWELLINGS OR PUBLIC ACCESS. CONTROLS MAY BE REMOVED AFTER THE AREAS ABOVE THEM HAVE BEEN STABILIZED AND WITH THEAPPROVAL OF THE COUNTY INSPECTOR.SPECIAL CARE NOTESIT IS THE INTENT OF THIS PLAN TO PRECLUDE SEDIMENT POLLUTION FROM LEAVING THE DELINEATED CONSTRUCTION ZONES. THE CONTRACTOR AND THE RESPONSIBLELAND DISTURBER SHALL TAKE SPECIAL CARE TO PREVENT CONSTRUCTION DEBRIS AND MUD FROM BEING TRACKED ONTO SURROUNDING PUBLIC AND PRIVATE ROADS.CONSTRUCTION TRAFFIC SHALL ONLY ENTER AND EXIT THE CONSTRUCTION SITE VIA DESIGNATED LOCATIONS, WHICH HAVE WORKING CONSTRUCTION TRAFFIC WASHRACKS. THE CONTRACTOR AND RESPONSIBLE LAND DISTURBER SHALL TAKE SPECIAL CARE TO PROTECT THE EXISTING VEGETATION AND STREAMS OUTSIDE OF THEDESIGNATED LIMITS OF WORK SHOWN ON THE PLANS.GENERAL EROSION AND SEDIMENT CONTROL NOTES:4.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINEDACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.5.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OFLAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.6.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING.7.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.8.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW ORWASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLANAPPROVING AUTHORITY.9.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION ANDSEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.10.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITEDEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.11.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE12.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARYREPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.13.CONTRACTOR MUST CONTACT THE COUNTY ARBORIST PRIOR TO THE INSTALLATION OF TREE PROTECTION AND PLANT MATERIAL.14.ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUB BASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER.15.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED INA CLEAN AND DUST-FREE CONDITION AT ALL TIMES.16.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTOADJACENT PROPERTIES.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHESC.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, ANDDISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.D.MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.E.RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.GENERAL LAND CONSERVATION & STABILIZATION NOTES:1.NO DISTURBED AREA WHICH IS NOT ACTIVELY BEING WORKED SHALL REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY THEDIRECTOR.2.ALL E&S CONTROL MEASURES APPROVED WITH THE PHASE I E&S CONTROL PLAN SHALL BE PLACED AS THE FIRST STEP IN GRADING.3.ALL STORM AND SANITARY SEWER LINES NOT IN STREETS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILL. NO MORE THAN 500' SHALL BE OPEN ATANY ONE TIME.4.ELECTRIC, TELEPHONE AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILL.5.ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SEDIMENT CONTROL DAMS SHALL BE SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY(AS SOON AS POSSIBLE, BUT NOT LATER THAN 48 HORS) AFTER COMPLETION OF GRADING. STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL BESEEDED AND MULCHED WITHIN 7 DAYS AFTER GRADING.6.ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, MAINTAINED AND MODIFIED DURING CONSTRUCTION PROGRESS AS REQUIRED.7.ANY DISTURBED AREA NOT COVERED BY NOTE #1 ABOVE AND NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1, OR DISTURBED AFTER THAT DATE, SHALL BEMULCHED IMMEDIATELY WITH HAY OR STRAW MULCH AT THE RATE OF 2 TONS/ACRE (4483 KG/HA) AND OVER-SEEDED BY APRIL 15.8.AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDEDAREAS SHALL BE STABILIZED.9.CONTRACTOR TO PROVIDE DOCUMENTATION SHOWING SOURCE OF OFF-SITE FILL AND TESTING RESULTS TO GEOTECHNICAL ENGINEER TO DOCUMENT CAPABILITYOF FILL TO MEET COMPACTION REQUIREMENTS.MINIMUM STANDARDSMS-1:FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN: 1) SEVENCALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTALTO 1 VERTICAL (3:1); AND 2) SEVEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS UPON REACHING FINAL GRADE OR THE SITE BEING IDLE.MS-2:TEMPORARY SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. PROVIDE TEMPORARY PROTECTION ANDPERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL TRANSPORTED FROM THE PROJECT SITE.MS-3:A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATIONSHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IN THE OPINION OF THE ARCHITECT/ENGINEER, IS UNIFORM, MATUREENOUGH TO SURVIVE AND WILL INHIBIT EROSION.MS-4:SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTEDAS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE OR TIMBERING TAKES PLACE.MS-5:STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.MS-6:SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAPOR BASIN.A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLYCONTROL DRAINAGE AREAS LESS THAT THREE ACRES.B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALLBE CONTROLLED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND-DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEMDESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN.MS-7:CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELYWITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM ISCORRECTED.MS-8:CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENTCHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.MS-9:WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.MS-10:ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOTENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.MS-11:BEFORE STORM WATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY ORPERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.MS-12:WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENTTRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FORTHE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVERMATERIALS.MS-13:WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARYSTREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED.MS-14:ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.MS-15:THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY FOLLOWING AFTER WORK IN THE WATERCOURSE IS COMPLETED.MS-16:UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:A.NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME.B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.C.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, ANDDISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY.D.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.E.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.MS-17:WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL MADE TO MINIMIZE THE TRANSPORT OFSEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALLBE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTEDTO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.MS-18:ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTERTHE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION. TRAPPEDSEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TOPREVENT FURTHER EROSION AND SEDIMENTATION.MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGEDUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATIONIN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA:A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADERECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAMSTABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINTS OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMESGREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR(2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKSNOR CAUSE EROSION OF CHANNEL BED BANKS.(B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATERWILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OFCHANNEL BED OR BANKS; AND(C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINEDWITHIN THE PIPE OR SYSTEM.C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANTSHALL:(1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSEEROSION TO THE CHANNEL BED OR BANKS; OR(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFFOUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHENRUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THEPLAN-APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION.D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECTPROJECT.F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FORMAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSONRESPONSIBLE FOR PERFORMING THE MAINTENANCE.G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THEOUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENT ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET,ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIALDEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BECONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BEUSED IN ALL ENGINEERING CALCULATIONS.K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL,CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SDP-1----->LAYOUT: C-503 EROS DETAILSGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-503EROSION ANDSEDIMENTCONTROLDETAILSSDP LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLOW LOWLOWLOW LOWLOWLOW LOW LOWLOWLOW LOWDAWSON DRIVEVA RTE. 651 - SHADY ELM ROADWESNORTH ZONEVCS NAD83PROPSAWCUTPROPSAWCUTPROP SAWCUTPROP SAWCUTLIMITS OF DISTURBANCELIMITS OF WORKLIMITS OF WORKLIMITS OF WORKLIMITS OF DISTURBANCELIMITS OF DISTURBANCELOWLOWLOWLOWLOWLOWLOWPROP SAWCUT11101010111732018REVISED CANOPIESSEE ARCH PLANS77.3'191.4' 26.9'689.2'87.2'56'5' SETBACK 25' PARKING SETBACK10' PARKING SETBACK5' PARKINGSETBACK 75' BUILDING SETBACK75' BUILDING SETBACK 25' BUILDING SETBACK 25' BUILDING SETBACK5' PARKINGSETBACKPROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)PROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)PROP SCUPPER WITHRIVERSTONE SPLASHBLOCK (TYP)WWW788 78978 9791 791 792 788 78978 9791 791 792 3PLO1CC19IXN14PLO3CCEXISTING HEDGE TO REMAINEXISTING HEDGE TO REMAIN EXISTING VEGETATIONTO REMAIN(TYPICAL)EXISTING VEGETATIONTO REMAIN(TYPICAL)EXISTING HEDGE TO REMAIN PROP PERMANENT SEEDINGPROP PERMANENT SEEDINGPROP PERMANENT SEEDINGPROP PERMANENT SEEDINGPROP PERMANENT SEEDING1GTI1GTI1GTI1GTIGC TO COORDINATE WITH OWNERFOR REMOVAL OF FOUNDATION SHRUBSGC TO COORDINATE WITH OWNERFOR REMOVAL OF FOUNDATION SHRUBSGC TO COORDINATE WITH OWNERFOR REMOVAL OF FOUNDATION SHRUBSLANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMECAL. / HT.CONT.SHADE TREESGTI4GLEDITSIA TRIACANTHOS INERMISTHORNLESS HONEYLOCUST2 1/2-3" CAL. / 10-12'B+BSUBTOTAL:4ORNAMENTAL TREESCC4CERCIS CANADENSISEASTERN REDBUD2-2 1/2" CAL. / 8-10'B+BSUBTOTAL:4EVERGREEN TREESIXN19ILEX X 'NELLIE R. STEVEN'NELLIE R. STEVENS' HOLLY8-10' HT.B+BSUBTOTAL:19EVERGREEN SHRUBSPLS17PRUNUS LAUROCERASUS 'SCHIPKAENSIS'COMMON CHERRYLAUREL5' HT.#3 CANSUBTOTAL:17LODLOD LODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOWLOWLOW LOW LOWDAWSON DRIVELOWLOWLOWW788 78978 9791 791 79 2 788 78978 9791 791 79 2 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:FORC:\PROGRAMDATA\BOHLER\C3D2020\TEMP\ACPUBLISH_76620\V192151-LSP-1----->LAYOUT: C-601 LANDSCAPE PLANSS 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 SITE PLAN #31-20C-601LANDSCAPEPLANLSP 1"=30'0307.51530Lic. No. 0406001810ADAM T. ROGERSLANDSCAPE ARCHI T E CT11/12/2020ZONING: 165-203.01 B (3)MAINTENANCE. THE OWNER, DEVELOPER, AND/OR BUILDER WHO IS RESPONSIBLE FORPLANTING REQUIRED LANDSCAPING SHALL BE RESPONSIBLE FOR MAINTAINING IT IN ASTATE OF GOOD HEALTH FOR ONE YEAR AFTER PLANTING. AFTER ONE YEAR, FROM THEDATE OCCUPANCY IS APPROVED, THE INDIVIDUAL PROPERTY OWNER AND/ORHOMEOWNER'S ASSOCIATION SHALL BECOME RESPONSIBLE FOR MAINTENANCE. AS LONGAS THE INTENT OF THIS SECTION IS MET, THE ZONING ADMINISTRATOR MAY WAIVE THEREQUIREMENT FOR LANDSCAPING ON INDIVIDUAL BUILDING LOTS WHEN A HAZARD ORNUISANCE EXISTS.ZONING REQUIREMENTS:REQUIREDPROVIDED165-202.01 OFF STREET PARKINGD.13.a1 TREE / 2000 SFOF IMPERVIOUSAREA59,927 SF TOTAL IMPERVIOUS /2,000 SF = 30 TREES30(35) TOTALEX.TREE CREDITSD.13.a36" HT.EVERGREENHEDGE ATPARKING AT R.O.W.36" MIN. EVERGREEN HEDGEON DAWSON DRIVE AND RT. 651YESYES(EXISTING TO REMAIN)D.13.b5% INTERIORPORTION OFPARKING TO BELANDSCAPE AREA54,567 SF OF PARKING LOT x 5%= 2,728 SF INTERIOR SF2,728 SF4,403 SFD.13.b1 SHADE TREE / 10PARKING SPACE126 PARKING SPACE / 10 =13 TREES13 TREES13 TREES(EXISTING TO REMAIN)165-203.01 LANDSCAPING REQ.C.EXISTING TREECREDIT FORINTERIOR ANDPERIMETERLANDSCAPING35 TREE CREDITS(SEE ABOVE)LANDSCAPE RE4UIRE0ENTS:AREA OF PARKING LOT(54,567 SF)INTERIOR LANDSCAPE AREA(4,403 SF)HATCH LEGEND:1"=60'060153060LANDSCAPE NOTES:165-203.02 BUFFER REQ.D (1) (b).BUFFERCATEGORIES4-6" = 1 CREDIT (4 EXISTING)7-12" = 2 CREDIT (8 EXISTING)13-18" = 3 CREDIT (5 EXISTING)=35 CREDITSADDITIONALSCREENINGPROPOSED INREARZONING OF PROJECT SITE (M1)ZONING OF ADJACENTPARCELS (M1) =NO BUFFERS REQUIREDNO 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:FORC:\PROGRAMDATA\BOHLER\C3D2020\TEMP\ACPUBLISH_76620\V192151-LSP-1----->LAYOUT: C-602 LANDSCAPE DETAILSSS 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 SITE PLAN #31-20C-602LANDSCAPENOTES ANDDETAILSLSP Lic. No. 0406001810ADAM T. ROGERSLANDSCAPE ARCHI T E CT11/12/2020TREE PLANTING ON SLOPE DETAILNOT TO SCALEEXISTING GRADEDO NOT WRAP TRUNKPREPARED SOIL FOR TREES1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOILUNDISTURBED SUBGRADETAMP SOIL SOLIDLY AROUND BASEOF ROOT BALL12"SET ROOT BALL ON FIRM PADIN BOTTOM OF HOLEREMOVE THE TOP 1/3 OF THE WIRE BASKET IFPRESENT. ANY AND ALL TWINE SHALL BE REMOVEDFROM THE TREE BEFORE BACKFILLING. BURLAP SHALLBE FOLDED BACK INTO PLANTING HOLEBEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTEDLEAVES OR RECYCLED YARD WASTE TO BED AND TILLINTO TOP 6" OF PREPARED SOIL.3" THICK LAYER OF DARK BROWNDOUBLE SHREDDED HARDWOODMULCH4" BUILT-UP EARTH SAUCERSET ROOT BALL FLUSH TO GRADE ORSEVERAL INCHES HIGHER IN POORLYDRAINING SOILS.ONLY TREES WITH ONE MAIN LEADER SHALL BEPURCHASED. DO NOT PRUNE TREE AT PLANTINGUNLESS DIRECTED TO BY PROJECT LANDSCAPEARCHITECT2" DIA. HARDWOOD STAKES 2/3 TREE HT.2 PER TREE12 GAUGE GALVANIZED WIRE GUYS TWISTEDREINFORCED RUBBER HOSE (1/2"DIA.)NOTE: TREE STAKING TO BE REMOVEDAFTER 2 GROWING SEASONSB&BCONTAINERFINISHED GRADEREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENTNOT TO SCALE8-12"24" MINIMUMDECIDUOUS AND EVERGREENSHRUB PLANTING DETAIL3" THICK LAYER OF DARKBROWN DOUBLESHREDDED HARDWOODMULCHPLANT SHALL BETRANSPLANTED AT THE SAMEGRADE AS IT BORE IN THENURSERY PLOT PRIOR TOBALLING AND BURLAPPING.FOR CONTAINER-GROWNSHRUBS, USE FINGER ORSMALL HAND TOOLS TO PULLTHE ROOTS OUT OF THE OUTERLAYER OF POTTING SOIL; THENCUT OR PULL APART ANYROOTS THAT CIRCLE THEPERIMETER OF THE CONTAINERPLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTINGMIXTURE WILL CHANGE WITHSOIL CONDITIONSBEFORE PLANTING, ADD 3 TO 4"OF WELL-COMPOSTED LEAVESAND RECYCLED YARD WASTETO BED AND TILL INTO TOP 6"OF PREPARED SOILPLACE SHRUB ONFIRM SOIL INBOTTOM OF HOLE.UNDISTURBEDSUBGRADESOIL SURFACE ROUGHENEDTO BIND WITH NEW SOIL.REMOVE THE TOP 1/3 OF THEWIRE BASKET IF PRESENT. ANYAND ALL TWINE SHALL BEREMOVED FROM THE SHRUBBEFORE BACKFILLING. BURLAPSHALL BE FOLDED BACK INTOPLANTING HOLEEVERGREEN TREE PLANTING DETAILNOT TO SCALEREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.4" BUILT-UP EARTH SAUCER4-6" DEEPER THAN ROOT BALLBEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL.SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS.SET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLE3" THICK LAYER OF DARKBROWN DOUBLE SHREDDEDHARDWOOD MULCHONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPEARCHITECTFOLD BURLAP AWAY FROM TOP OFROOT BALLPREPARE WIDTH OFPLANTING HOLE 6 FTOR TWICE THE WIDTHOF THE ROOT BALL;WHICHEVER ISGREATERPREPARED SOIL FORTREES 1 PART PEAT MOSS 1PART COW MANURE 3PARTS TOPSOILUNDISTURBEDSUBGRADEDIG WIDE, SHALLOW HOLEWITH TAMPED SIDESTAMP SOIL SOLIDLY AROUNDBASE OF ROOT BALLDO NOT STAKE ORWRAP TRUNKREMOVE THE TOP 1/3 OF THE WIRE BASKET IFPRESENT. ANY AND ALL TWINE SHALL BE REMOVEDFROM THE TREE BEFORE BACKFILLING. BURLAP SHALLBE FOLDED BACK INTO PLANTING HOLENOT TO SCALEEXISTING SUBSOILMINIMUM 6" TOPSOILFINISHED GRADEPERENNIAL/GROUND COVER PLANTING DETAIL3" THICK LAYER OFDARK BROWN DOUBLESHREDDED HARDWOODMULCHDDDTYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUTPLANT MATERIAL SPACED AS SPECIFIED.SEE LANDSCAPE SCHEDULE FOR PROPOSEDSPACING.INCORPORATE 2" OF PEAT INTO 6" OFPLANTING MIXTURE, AS SPECIFIEDD= PROPOSED ON CENTER(O.C.) SPACINGSEE LANDSCAPE SCHEDULEFOR FOR REQUIRED SPACINGTYPICAL PERENNIAL AND GROUND COVER PLANTINGDECIDUOUS TREE PLANTING DETAIL4" BUILT-UP EARTH SAUCERBEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL.4-6" DEEPER THAN ROOT BALLREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.NOT TO SCALE3" THICK LAYER OF DARK BROWN DOUBLESHREDDED HARDWOOD MULCHTAMP SOIL SOLIDLYAROUND BASE OFROOT BALLDIG WIDE, SHALLOW HOLEWITH TAMPED SIDESONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPE ARCHITECTSET ROOT BALL FLUSH TO GRADEOR SEVERAL INCHES HIGHER INPOORLY DRAINING SOILS.FOLD BURLAP AWAY FROMTOP OF ROOT BALLSET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLEREMOVE THE TOP 1/3 OF THE WIRE BASKET IFPRESENT. ANY AND ALL TWINE SHALL BEREMOVED FROM THE TREE BEFOREBACKFILLING. BURLAP SHALL BE FOLDED BACKINTO PLANTING HOLEDO NOT STAKEOR WRAP TRUNKPREPARED SOIL FOR TREES1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOILUNDISTURBEDSUBGRADEPREPARE WIDTH OFPLANTING HOLE 6 FT ORTWICE THE WIDTH OFTHE ROOT BALL;WHICHEVER IS GREATERLANDSCAPE SPECIFICATIONS1. SCOPE OF WORK:THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOILPREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BYTHE GENERAL CONTRACTOR.2. MATERIALSA.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATEDEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGEBETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLEMATTER AND CLAY CLODS.C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, ORAS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THEPERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.D.MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDEDBLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDEDDARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.E.FERTILIZER1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARDBAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN AWEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BYA CERTIFIED SOIL LABORATORY.F.PLANT MATERIAL1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FORNURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPEASSOCIATION.1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALLPLANT MATERIAL.1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEASTONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼",WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITHWIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OFGROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OFDISEASE, INSECTS, PESTS, EGGS OR LARVAE.1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIXINCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE.IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THECALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THELONGEST BRANCH.1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.3. GENERAL WORK PROCEDURESA.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPECONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRISSHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.4. SITE PREPARATIONSA.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUGOUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OFANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARESMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOILSHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON AREGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALLNOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDEDTO PREVENT SHOCK OR DECLINE.C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIORTO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYSPRIOR TO THE BEGINNING OF WORK.5. TREE PROTECTIONA.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREEPROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OFCONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORESTRICT TREE PROTECTION ZONE SHALL BE HONORED.B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', ORAPPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREEPROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATEDWITHIN THE TREE PROTECTION DETAIL.C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVINGAGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCINGALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR ANDMAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFTSTANDING IN THE TREE PROTECTION ZONE.6. SOIL MODIFICATIONSA.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TOTHE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTEDBY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSISPERFORMED BY A CERTIFIED SOIL LABORATORY.1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANICMATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALLPRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAFOR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDINGCOMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BEUSED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDEDCLAY LOAM UP TO 30% OF THE TOTAL MIX.7. FINISHED GRADINGA.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THESITE.B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEENESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOILTHICKNESS (1"±).C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPTCHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTEDBY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN ANDAROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.8. TOPSOILINGA.CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THELOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPAREDSURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAYBE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITETOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTEDTHROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALSSECTION ABOVE.D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSEDFROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORKPROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWODIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIPE.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.9. PLANTINGA.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENTTHAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTSTHAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITHTOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHENWEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTINGUTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLSDURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDEDDOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVALOF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THEAPPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD ASFOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THEFOLLOWING PLANTING SEASONS:1.1.PLANTS: MARCH 15 TO DECEMBER 151.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXTAPPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVINGAGENCY FOR POTENTIAL SUBSTITUTIONS.H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITHTRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH ISGREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTINGSEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIESI.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITHTHE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:·1 PART PEAT MOSS·1 PART COMPOSTED COW MANURE BY VOLUME·3 PARTS TOPSOIL BY VOLUME·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNKJ.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL ANDWATER THOROUGHLY.K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLAREBEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOPOF THE ROOT BALL.L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINEDTO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOILPRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENTCHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROMEXISTING STRUCTURES AND SIDEWALKS.O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BEDAREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THEWATERING SPECIFICATIONS AS LISTED HEREIN.10. TRANSPLANTING (WHEN REQUIRED)A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREESGREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THEMUNICIPALITY'S TREE REPLACEMENT GUIDELINES.11. WATERINGA.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TOTHE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALLCONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLEON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDEDFOR ALL NEWLY PLANTED TREES.C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANTMATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OFMAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.12. GUARANTEEA.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVALOF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH AMAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BERELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEENCOMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANYDEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUTTHE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THEPREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOODCONDITION AND FREE OF INSECTS AND DISEASE.D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHEROPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.13. CLEANUPA.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THECONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVEDAREAS ARE TO BE CLEANED.B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNEROR AUTHORIZED REPRESENTATIVE.SEEDING SPECIFICATIONS1.MATERIAL:1.1.SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND ATTHE SPECIFIED COMPOSITION:1.1.1.80% - TURF TYPE TALL FESCUE SEED1.1.2.10% - KENTUCKY BLUEGRASS SEED1.1.3.10% - ANNUAL RYE GRASS SEED1.2.INSTALLATION RATES:1.2.1.SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF1.2.2.LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED ATSPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE(46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.1.2.3.FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT ARATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)1.2.4.LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBSPER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION ANDINITIAL ESTABLISHMENT.1.2.5.MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT ARATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT ITCOMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLETHROUGH THE STRAW LAYER.2.EXECUTION AND PREPARATION:2.1.A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDSAND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TOAGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OFAGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THEGROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDINGTO SOIL ANALYSIS.2.2.ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFOREPLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVEHERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALLWEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEWSEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TOPLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGEPROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANICDEBRIS ARE PRESENT ON THE INSTALLATION AREAS.2.3.PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKEDOF ALL DEBRIS LARGER THAN 2" DIAMETER.2.4.AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURFROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPSACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OFCOMPACTION.3.INSTALLATION:3.1.STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONSAND RECOMMENDATIONS.3.2.EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TOHOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.HYDROSEEDING MAY ALSO BE PERFORMED WITH THEENGINEER/ARCHITECT'S APPROVAL.3.3.SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATINGDIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.3.4.LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TOAREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION ANDVEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BEAPPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT ARATE OF 80LBS PER ACRE.3.5.FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THERECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NOSOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZERAT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).3.6.A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OFSEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHINGAND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW RECPRODUCT MANUFACTURER RECOMMENDATIONS.)4.MAINTENANCE4.1.FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREASIF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OFSEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS AREVISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIERAPPLICATION RATES.4.2.REPAIR ALL SEED WASHINGS AND EROSION.O:NER 0AINTENANCE RESPONSIBILITIESUPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER ISFULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALLINSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS ANDFLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS ANDAREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOTLIMITED TO, THE FOLLOWING:·TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TOASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALLPEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATHOF TRAVEL.·TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BETRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR ASOTHERWISE INDICATED ON THE PLANS.·VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMEDSO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVELSURFACES) 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 IMMEDIATELYFROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANYOTHER HAZARDS.THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR ISREQUIRED TO PROVIDE. 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SDP-1----->LAYOUT: C-701 CONSTRUCTION DETAILSGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-701CONSTRUCTIONDETAILSSDP NOT TO SCALE%OLLARD MOUNTED ADA PAR.ING SIGN DETAILONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUTWALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES3'-0" 7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN 1'-6"2'-0" 18"12"6"NOTE:REFLECTIVE ALUMINUMLEGEND AND BORDER - GREENWHITE SYMBOL ON BLUE BACKGROUNDBACKGROUND - WHITETYPICAL AT ALL ADA SPACESTHIS SIGN TYPICAL AT ALL "VANACCESSIBLE" PARKING SPACESPENALTY SIGN WITH WORDING ASREQUIRED BY STATE OR LOCAL LAWGALVANIZED "U" CHANNEL POST4" DIA. SCH. 40 GALVANIZED STEEL PIPEBOLLARD PAINTED OSHA YELLOW FILLEDWITH CONCRETEPAINT CONCRETE BLACK AFTERCURING AT ASPHALT LOCATIONS4000 PSI CONCRETENOT TO SCALEPAVEMENT :IDENING DETAILSLOPEVARIESPROP.PAVEMENTEX.PAVEMENTSAWCUT LINE1. PAVEMENT SECTIONS ARE FOR BID PURPOSES ONLY. CONTRACTOR REQUIREDTO CBR TEST ON COMPACTED SUBGRADE MATERIALS AND PROVIDE FINALPAVEMENT DESIGN (PRELIMINARY CBR OF 5.) BOHLER ENGINEERING SHALL BEHELD HARMLESS IN THE EVENT OF PAVEMENT FAILURE.NOTE:1.5" FINISH ASPHALTBIT. CONC.2.5" BASE COURSE6" STONE BASETACK COAT(APPLIED AT A RATEOF 0.2 GALLONS/S.Y.)PROP. 1 1/2" MILLAND OVERLAYEX. ASPHALTTO REMAINMEET EX. PAVEMENT FLUSHNOT TO SCALE1. PAVEMENT SECTIONS ARE FOR BID PURPOSES ONLY. CONTRACTOR REQUIREDTO CBR TEST ON COMPACTED SUBGRADE MATERIALS AND PROVIDE FINALPAVEMENT DESIGN (PRELIMINARY CBR OF 5.) BOHLER ENGINEERING SHALL BEHELD HARMLESS IN THE EVENT OF PAVEMENT FAILURE. CONTRACTOR SHALLMATCH EXISTING PAVEMENT SECTION OR INSTALL PER FINAL CBR TESTRESULTS, WHICHEVER IS GREATER.NOTE:1.5" ASPHALT SURFACE COURSE2.5" ASPHALT BINDER COURSE6" COMPACTED STONE BASECOMPACTED SUBGRADE(PER GEOTECHNICAL REPORT)STANDARD DUT< ASP+ALT PAVEMENT SECTIONNOT TO SCALECONCRETE SIDE:AL. DETAILVARIES3 : 1 M A X .3:1 MAX.3:1 MAX.3:1 MAX.1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLEDAT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUALTO SIDEWALK WIDTH.2% MAX. CROSS SLOPENOTE:COMPACTED SUBGRADE (PERGEOTECHNICAL REPORT)4" THICK, COMPACTEDSTONE BASE (TYPE 2a)4" CLASS A CONCRETE(3000 P.S.I. @ 28 DAYS)2' MIN. CLEAR ZONE(TYP., LT. & RT.)(B) DISPLAY CONDITIONS(A) SYMBOL PROPORTIONSSCALE: NOT TO SCALEINTERNATIONAL ACCESSI%ILIT< S<M%OLBLUE FIELD BACKGROUND9" RADIUSNOTE:PROVIDE AT EACHACCESSIBLE PARKING STALL3" WIDE PAINTED STRIPETRAFFIC LINE WHITETYPICAL3" RADIUSCENTER LINE STALLNOTE:USE UNLESS OTHERWISEREQUIRED BY JURISDICTIONSCALE: NOT TO SCALEACCESSI%LE PAR.ING S<M%OL8 7 ° 67 °5"3'-0"6"7"7"3 1/2"10"7"3'-0" 1'-1"4"1'-0"2"5"4" WIDE PAINTED LINE, YELLOW.UNLESS NOTED OTHERWISE INSPECS OR ON DRAWINGS24.00"ON CENTERNOT TO SCALEPAINTED STRIPE DETAILNOT TO SCALECONCRETE CUR% GUTTER DETAIL2'-0"6"1"6" 1"PAVEMENT DIMENSION(S) ON PLAN VIEWREFER TO FACE OF CURB1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS.2'-0"6"1"1" 6"1"SPILL CURB & GUTTERCOLLECTOR CURB & GUTTER6"PAVEMENT DIMENSION(S) ON PLANVIEW REFER TO FACE OF CURB5"NOTES:1-1/2"R1-1/2"RFULL HEIGHT CURBCURB TAPER2"NOT TO SCALECUR% TAPER DETAILPAVEMENT SURFACE1" RADIUSN<OPLAST STRUCTURE DETAILOR APPROVED EQUIVALENT:ATER METER DETAILNOT TO SCALE 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:\19\V192151\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V192151-SDP-1----->LAYOUT: C-702 LIGHTING DETAILSGJ 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:V192151DSHCDH07/17/2020-2SITE PLANDOCUMENTSCATALYST CAPITALLOCATION OF SITE120 DAWSON DRIVEBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAALWAYS CALL 811It's fast. It's free. It's the law.1234REVISION 4 -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY9/04/2020PRICING DOCUMENTSDSHJQR9/22/2020REVISION C - VACONTRACT DRAWINGSDSHJQR10/09/2020REVISION 0- CONSTRUCTIONDOCUMENTSDSHJQR11/12/2020LIGHTING UPDATE.GMJJQR11/12/2020APPROVED FORCONSTRUCTION28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@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 Nov 13, 2020 Lic. No.052544JONATHAN RITCHIE11/12/2020SITE PLAN #31-20C-702LIG+TINGDETAILSSDP DAWSON DRIVE VA RTE. 651 - SHADY ELM ROAD0.1 0.1 0.1 0.1 0.3 0.4 0.2 0.3 0.3 0.3 0.2 0.3 0.5 0.4 0.4 0.2 0.3 0.3 0.3 0.2 0.3 0.4 0.1 0.1 0.1 0.1 0.5 1.4 1.4 0.7 0.9 0.8 1.0 1.7 0.8 0.7 1.6 1.3 0.7 0.9 0.8 1.1 1.7 0.6 0.2 0.1 0.1 0.1 0.3 1.4 3.6 3.2 2.2 2.3 4.3 2.1 0.6 0.5 1.6 3.8 2.9 2.2 2.5 4.1 1.9 0.4 0.2 0.2 0.1 0.1 0.3 0.5 2.2 6.4 6.1 6.6 3.2 0.9 0.4 0.4 0.7 2.4 6.6 6.1 6.6 2.9 0.7 0.3 0.3 0.2 0.3 0.7 1.4 2.4 3.8 7.9 15.6 10.8 4.7 3.3 2.4 2.3 2.9 4.0 8.6 15.9 9.9 4.2 2.8 1.6 0.4 0.3 0.5 0.8 1.2 1.9 3.3 5.7 7.3 6.5 4.4 2.7 2.2 2.2 2.4 3.8 6.0 7.4 6.3 4.0 2.1 1.4 0.4 0.4 0.4 0.6 0.9 1.4 2.4 2.9 2.7 3.0 2.9 2.1 1.7 1.7 1.9 2.7 3.0 2.6 2.9 2.6 1.6 1.0 0.4 0.3 0.4 0.5 0.7 1.1 1.5 1.5 1.4 1.5 1.7 1.5 1.3 1.2 1.5 1.7 1.6 1.4 1.4 1.5 1.2 0.8 0.5 0.4 0.4 0.4 0.5 0.7 0.8 0.8 0.8 0.9 0.9 1.0 0.9 0.9 1.0 0.9 0.9 0.9 0.8 0.8 0.7 0.6 1.2 1.2 1.0 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 3.4 2.4 0.6 0.7 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 8.2 5.3 2.7 1.5 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.3 2.0 3.9 8.6 3.7 9.2 4.0 2.2 1.3 4.9 4.5 3.9 2.4 1.6 0.9 0.5 0.2 0.1 0.1 0.1 0.2 0.4 0.7 1.2 2.0 3.7 6.2 2.5 6.2 3.9 2.2 1.3 3.0 2.8 2.4 1.8 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.2 0.4 0.7 1.2 1.9 3.4 3.9 0.8 4.0 3.7 1.9 1.3 1.8 1.7 1.6 1.3 0.9 0.6 0.4 0.3 0.2 0.1 0.2 0.2 0.4 0.7 1.1 1.5 2.1 2.8 0.4 2.7 2.2 1.6 1.1 1.2 1.1 1.0 0.9 0.7 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.4 0.6 0.8 1.0 1.4 1.6 0.3 1.4 1.4 1.1 0.8 0.7 0.6 0.6 0.6 0.5 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.2 0.7 0.8 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.3 0.1 0.3 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2 0.1 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 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2 2 2 2 2 2 5