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HomeMy WebLinkAbout13-22 Site PlanDATESIGNATUREFREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-102 - GENERAL NOTESNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-102 GENERAL NOTES CNDS GENERAL NOTES (Rev. 2/2021) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON 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. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE 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 ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH 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 AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. 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 APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS 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 AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES 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 FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND 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 FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.ENGINEER OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR 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 SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF 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. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO 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 OR PROPERTY 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 INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD 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 WITH APPROVED 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 AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'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 SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO 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 OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR 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 FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO 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 NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND 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 PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO RESPONSIBILITY 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 IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE 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 DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE ENGINEER OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. VIRGINIA, LLC DEMOLITION NOTES (Rev. 2/2021) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE 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 MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR 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 THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES 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 AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR 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 THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE 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 BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, 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 THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, 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, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM 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 THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED 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 TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED 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 SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE 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. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 2/2021) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS 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-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE 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.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. 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 CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL 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 EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES. 4.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A.STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED 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 ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT 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 SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/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 OR OFF-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 SITE OBSERVATION 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, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. VIRGINIA 2.71 6" LIGHTING NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE 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 AND GOVERNMENTAL REGULATIONS. 3.THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC PLANE 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 FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'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, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES 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 OF CONSTRUCTION. 8.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2020) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO 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 AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP 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 STEEPER THAN 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 BE PROVIDED 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 AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP 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 MUST NOT 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 NOT EXCEED 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 PATH OF 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 PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER 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 BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS 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 IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev.2/2021) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR 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 LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR 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 UNDERGROUND UTILITIES 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 FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), 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 DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. VDOT CONSTRUCTION NOTES (REVISED 09-19-2017) 1.SUBDIVISIONS ONLY - THESE REQUIREMENTS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE): (N/A) VDOT'S 2005 SUBDIVISION STREET REQUIREMENTS (SSR) VDOT'S 2009 SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR) VDOT'S 2011 SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 2011) 2.ALL WORK SHOWN HEREON SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT STANARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) AND COUNTY ORDINANCES. 3.IT IS THE INTENT OF THESE DRAWINGS TO SHOW ALL NECESSARY WORK. ANY ITEM OF WORK NOT SPECIFICALLY SHOWN, BUT NECESSARY TO ELIGIBILITY FOR ACCEPTANCE IS HEREBY IMPLIED. 4.A VDOT PERMIT MUST BE OBTAINED PRIOR TO STARTING CONSTRUCTION WITHIN ANY STATE HIGHWAY RIGHTS-OF-WAY. 5.THE CONTRACTOR/OWNER SHALL PERFORM CBR TESTING ON THE SUBGRADE IN ACCORDANCE WITH VDOT SPECIFICATIONS BY A CERTIFIED GEOTECHNICAL ENGINEER TO DETERMINE BASE AND PAVEMENT DESIGNS, AND THIS INFORMATION MUST BE FORWARDED TO VDOT AND REVIEWED PRIOR TO PLACEMENT OF AGGREGATE BASE. 6.THE CONTRACTOR/OWNER MUST SPECIFY IN WRITING TO VDOT PRIOR TO CONSTRUCTION, THE TYPE OF SUBBASE, BASE AND SURFACE PAVEMENT TO BE UTILIZED ON EACH STREET FOR EACH TRAFFIC GROUP. 7.THE CONTRACTOR SHALL NOTIFY VDOT 72 HOURS PRIOR TO PLACEMENT OF BASE MATERIALS AND PRIOR TO THE PLACEMENT OF ASPHALT MATERIAL TO ENSURE VDOT'S ABILITY TO PERFORM TESTING, SUCH AS PROOF-ROLLING, DEPTH CHECKS, COMPACTION, AND CONTAMINATION. OPTION: A CERTIFIED ANALYSIS FROM A PRIVATE ENGINEERING/TESTING FIRM MAY BE SUBMITTED WITHIN 7 WORKING DAYS OF THE REQUIRED TESTS. 8.ALL CULVERT AND DRIVEWAY PIPES SHALL BE OF A TYPE APPROVED BY VDOT AND THE LOCALITY. NOTE THAT THE USE OF CORRUGATED METAL PIPE IN ANY LOCATION WILL ONLY BE CONSIDERED AFTER THE REQUIREMENTS OF STANDARD PC-1, TABLES C AND D OF THE 2016 ROAD AND BRIDGE STANDARDS ARE ADDRESSED. 9.ALL ENTRANCE PIPES FOR DRIVEWAYS SHALL BE A MINIMUM OF 12" IN DIAMETER, AND 30' IN LENGTH (CONCRETE CULVERTS MAY BE 28' IN LENGTH), UNLESS OTHERWISE APPROVED BY VDOT. DRIVEWAY CULVERTS IN CUL-DE-SACS SHALL BE CONCRETE. SEE APPROVED ROAD PLANS FOR THE PROPER CULVERT SIZES. 10.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD BEFORE STARTING CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES. 11.THE CONTRACTOR SHALL ERECT STREET SIGNS AND TRAFFIC CONTROL SIGNS AS INDICATED ON THE SUBDIVISION CONSTRUCTION PLANS. THE SIGNS SHALL CONFIRM TO VDOT AND COUNTY SPECIFICATIONS. ALL RPOPOSED SIGNS ARE TO BE INSTALLED PER STP-1 OF THE 2016 ROAD AND BRIDGE STANDARDS. ALL PAVEMENT MARKINGS INSTALLED WITHIN VDOT RIGHT-OF-WAY WILL BE TYPE B CLASS I THERMOPLASTIC. 12.A MINIMUM 35' PAVEMENT FILLET RADIUS IS RECOMMENDED. 13.THE CONTRACTOR SHALL DO SUCH OVERLOT GRADING AS NECESSARY TO PRECLUDE THE PONDING OF WATER ADJACENT TO THE ROADWAY. 14.SLOPE EASEMENTS WILL BE REQUIRED AT ALL LOCATIONS WHERE THE TOP OF THE CUT OR THE TOE OF THE FILL EXCEEDS THE PROPOSED DEDICATION OF RIGHT-OF-WAY. SEE PLAT FOR EXACT LOCATION. 15.IF RUNNING WATER IS PRESENT IN ANY OUTLET CHANNEL DURING CONSTRUCTION WHERE DITCH PROTECTION IS REQUIRED, THE BOTTOM OF THE CHANNEL SHALL BE LINED WITH RIP-RAP STONE WITH EC-1 PLACEMENT. FURTHER, EC-2 OR EC-3 MUST HAVE A MINIMUM WIDTH OF 4' IN FILL SECTIONS, AND 5' IN CUT SECTIONS. 16.THE CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND SEDIMENT CONTROL STANDARDS ARE MET, AND THE CONTRACTOR MUST SEED AND MULCH ALL DISTURBED AREAS ALONG WITH ALL GRADED AREAS WITHIN THE PROPOSED RIGHT-OF-WAY IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. 17.FINAL LOCATIONS OF MANHOLES, VALVES, FIRE HYDRANTS, AND OTHER APPURTENANCES SHALL NOT CONFLICT WITH OR CONSTRICT ROADWAY DRAINAGE. CONTRACTOR SHALL ADJUST MANHOLES AND/OR DITCH ALIGNMENT TO ENSURE PROPER ROADSIDE DRAINAGE, COMPATIBLE WITH EXISTING FIELD CONDITIONS. 18.ALL WATER, SANITARY SEWER, AND STORM SEWER TRENCHES SHALL BE COMPACTED TO 95% DENSITY IN 6" LAYERS. COMPACTION TESTS MAY BE REQUIRED BY VDOT. 19.VDOT WILL REQUIRE DENSITY TESTS FROM A CERTIFIED ENGINEERING FIRM FOR ALL CULVERT INSTALLATIONS WITH A DIAMETER OF 36" OR LARGER. 20.VIDEO INSPECTION MAY BE REQUIRED ON ALL STORM SEWER SYSTEMS PRIOR TO FINAL CONSTRUCTION APPROVAL. A VDOT INSPECTOR MUST BE ON-SITE DURING THE VIDEO INSPECTION PROCESS. 21.THE CONTRACTOR NEEDS TO CONTACT FREDERICKSBURG DISTRICT TRAFFIC SIGNALS AT (855) 475-2335 FOR A MARK OUT OF THE TRAFFIC SIGNAL EQUIPMENT A MINIMUM OF 72 HOURS PRIOR TO WORK BEGINNING WHEN WORKING WITHIN A 1,000 FEET OF A TRAFFIC SIGNAL. 22.THE FINAL FOOTAGE AND LOCATION FOR VDOT STANDARD GUARDRAIL IS TO BE ESTABLISHED PRIOR TO THE COMPLETION OF FINE GRADING BY JOINT INSPECTION WITH THE CONTRACTOR, VDOT, AND THE OWNER'S REPRESENTATIVE. ANY GUARDRAIL INSTALLATION, REMOVAL OR ADJUSTMENTS MUST BE MADE BY A VDOT-CERTIFIED GUARDRAIL CONTRACTOR. (MUST MEET THE CURRENT STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION/PLACEMENT) 23.WHENEVER TYING IN TO AN EXISTING ROAD, VDOT'S WP-2 STANDARD WILL APPLY, WHICH INCLUDE MILLING AND OVERLAY OF THE ADJACENT OVERLAY. 24.A PAVEMENT LEVELING COURSE MAY BE REQUIRED TO MEET THE INTENDED CROSS-SLOPE AND TYPICAL SECTION. 25.ALL STORM STRUCTURES SHALL HAVE IS-1 INVERT SHAPING, AND SL-1'S (SAFETY LANDINGS) WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OVER 12'. ST-1'S (STEPS) ARE REQUIRED IN ANY STRUCTURE WITH A DEPTH OF 4' OR GREATER. ADDITIONAL UTILITY NOTES 1.ALL UTILITIES SHALL BE UNDERGROUND. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:04:29 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-103 - LEGENDNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-103 GENERAL NOTES, LEGEND AND TYPICAL SECTIONS CNDS PROPOSED NOTE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER X TYPICAL NOTE TEXT NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS BORING BENCHMARK C SL W E G OH T OR E T EP EB SAN # X # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S TC BC 516.00 515.55 TC 516.00 190CONTOUR LINE SPOT ELEVATIONS 187 STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CONN CONNECTION CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION POG POINT OF GRADE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE RET WALL RETAINING WALL R/W RIGHT OF WAY S SLOPE SAN SANITARY SEWER SF SQUARE FEET STA STATION STM STORM S/W SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TBRL TO BE RELOCATED TBV TO BE VACATED TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UP UTILITY POLE W WIDE W/L WATER LINE W/M WATER METER ±PLUS OR MINUS °DEGREE Ø DIAMETER #NUMBER LOW LOW LOD LOD LIMIT OF WORK LIMIT OF DISTURBANCE MATCH EX (518.02 ±) CSE DIM COMMON SHARED IE DIM INGRESS-EGRESS PA DIM PUBLIC ACCESS PU DIM PUBLIC UTILITY SAN DIM SANITARY SEWER SI DIM SIGHT DISTANCE STM DIM STORM DRAIN - VAR VARIABLE WIDTHS W DIM WATER PROPOSED EASEMENT LEGEND 1/4" / FT MAX.3:1 SLOPE MAX3 :1 S LOPE MAXCUT SLOPEFILL SLOPE CG-6 R/W LINE 2" SM-12.5D 4" BM 25.0 8" 21-B 51.5' CBR NOTE 1.PAVEMENT WILL MATCH EXISTING RIGHT-OF-WAY SECTION OR BE BASED ON FINAL CBR VALUES, WHICHEVER IS GREATER. 3 :1 S LOPE MAXCUT SLOPE3:1 SLOPE MAXFILL SLOPER/W LINE LC MARTINSBURG PIKE ENTRANCE TYPICAL SECTION (NOT TO SCALE) 27.5' 2.5' ±5% CBR NOTE 1.PAVEMENT WILL MATCH EXISTING RIGHT-OF-WAY SECTION OR BE BASED ON FINAL CBR VALUES, WHICHEVER IS GREATER. AMOCO LANE ENTRANCE TYPICAL SECTION (NOT TO SCALE) 1/4" / FT MAX. CG-6 R/W LINE 1.5" SM-12.5D 3" BM 25.0 8" 21-B 40' 1/4" / FT MAX. CG-6 3 :1 S LOPE MAXCUT S LOPE 3:1 SLOPE MAXFILL SLOPER/W LINE 1.5" SM-12.5D 3" BM 25.0 8" 21-B 12' TRAVEL LANE LC 25.5' 12' TRAVEL LANE 2.5'2.5' ±10% ±2% 14.5' 3' 5' SIDEWALK 3'3:1 SLOPE MAX3 :1 S LOPE MAXCUT SLOPEFI L L SLOPE 12' LEFT TURN LANE 12' THRU LANE 12' THRU LANE 12' THRU / RIGHT TURN LANE 24' 2" SM-12.5D 4" BM 25.0 8" 21-B H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:04:30 AM, AutoCAD PDF (General Documentation).pc3 C-201 H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:04:30 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E TITLE PARCEL 1 LOT "A" DEED BOOK 457 PAGE 550 LANDS N/F PINE MOTOR COMPANY, INC. DEED BOOK 455 PAGE 299 0.708 AC. (R) 30,840 S.F. OR 0.708 AC. (M) TAX MAP #: 43-A-46 N 5 1 ° 3 9 ' 2 7 "W 4 3 1 . 7 8 ' ( M ) N 5 1 ° 5 6 ' 1 0 "W 4 3 1 . 7 8 ' ( R ) N55° 3 0' 2 1" E 2 8 8. 0 4' ( M) N55° 1 3' 3 8" E 2 9 2. 3 8' ( R) S57°19'09"E 322.94' (M) S57°35'52"E 322.94' (R)S33°54'33"W 184.13' (M)S33°37'50"W 184.14' (R)N 5 1 ° 3 9 ' 2 7 "W 2 0 8 . 8 2 ' ( M ) N 5 1 ° 5 6 ' 1 0 " W 2 0 8 . 8 2 ' ( R ) 21 . 9 '40.1'74.6'TITLE PARCEL 2 LOT "B" DEED BOOK 457 PAGE 550 LANDS N/F PINE MOTOR COMPANY, INC. DEED BOOK 814 PAGE 923 1.833 AC. (R) 79,862 S.F. OR 1.833 AC. (M) TAX MAP #: 43-A-47 W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 PROP SAWCUT (TYP) PROP SAWCUT (TYP) W E EX-1 SAN DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - DEMO - 1----->LAYOUT: C-202 - DEMO PLAN 1NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-202 DEMOLITION PLAN DEMO 1"=30' 0 307.51530 DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION / REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD DEMOLITION PLAN NOTES 1.IF AN EXISTING BENCHMARK IS DAMAGED OR REMOVED DURING DEMOLITION, CONTRACTOR SHALL ESTABLISH A NEW BENCHMARK PRIOR TO REMOVAL. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - DEMO - 1.dwg, 6/15/2023 11:05:33 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 PROP SAWCUT (TYP)30'91.67'10'20'30'20'30' 20' 20' 35' 55. 0 0 ' 35'36.7'130.00'30'20'10'8'8'10'8'8'8'PROP TANK VENT PROP EMERGENCY SHUT OFF ON 3'X3' CONC PAD PROP AIR STATION W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 MAIN ENTRANCE REAR ENTRANCE LO A D I N G A R E A 15'R15'R 5'R 5'R 5'R 5.9'R20'R 20'R 5'R 5'R 3'R 15'R 3'R 15'R 15'R15'R 15'R 2-22,000 GALLON COMPARTMENTALIZED TANKS WITH 1-20,000 GALLON TANK PROP FUEL CANOPY 4" YELLOW PAINT (TYP) 4" YELLOW PAINT (TYP) 4" YELLOW PAINT (TYP) 4" YELLOW PAINT (TYP) 4" YELLOW PAINT (TYP) PROP ICE BOX PROP PAVEMENT MARKING (TYP) PROP PAVEMENT MARKING (TYP) SEE DETAIL FOR ADA STRIPING PROP BOLLARD (TYP) PROP TRASH ENCLOSURE 5 0 'R 30'R 20'R 10' 65. 6 3 ' 13' PROP "ADA" SIGNS PROP "ADA" SIGNS PROP PAVEMENT MARKING (TYP) PROP. CANOPY LIGHT (TYP)34'20'20'20'10' 10' 10' 5' 5'10'8'10'10'23. 8 '12'15.4'12'40'46' 12. 5 '14'30' FUTURE INTERPARCEL CONNECTION FUTURE INTERPARCEL CONNECTION 117.6'24. 7 '70.4'5'16.6'16.5'80' 28' 15 12 8 8 9 13 5 8 PROP. EMERGENCY SHUT-OFF PROP. 9'x11'x1.1' CLASS A1 RIP-RAP PROP HIGH RISE SIGN MIN HEIGHT: 25' MAX HEIGHT: 114' MIN SETBACK: 10' MAX 300 SF SIGN AREA PROP SITE LIGHT (TYP.) PROP SITE LIGHT (TYP.) PROP SITE LIGHT (TYP.)50' SETB A C K 35' S E T B A C K PROP "STOP" SIGN (TYP) 25 ' I N A C T I V E B U F F E R VDOT CG-11 PROP. CG-12B RAMP W E 25 ' A C T I V E B U F F E R3'RPROP (2) "DO NOT ENTER" (R5-1, 30"X30") ABOVE "WRONG WAY" (R5-1A, 36"X24") SIGNS PROP. CG-12B RAMP PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-C-4-1 TO PROVIDE INTER-PARCEL CONNECTION PROP CG-6 PROP CG-6 PROP. CG-12B RAMP PROP BOLLARD (TYP) PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-A-45 TO PROVIDE INTER-PARCEL CONNECTION 1'5'3'15'4 '4' 4 '3'3'1'4'45'R 30'R 23'R 38'R VDOT CG-11 PROP 4' ROW DEDICATION PROP 4' ROW DEDICATION (T Y P )15'PROP BARRICADE 24'PROP BARRICADE81.5'42.9'25. 9 ' PROP STRIPING (TYP)26.9'27' 21. 6 '22.7'25.8'(T Y P )(TYP)SSWL/4" SSWL/8" 40' NOTE: FINAL SIGN LOCATION TO BE COORDINATED WITH SEPARATE SIGN PERMIT. PROP M-50 MONUMENT SIGN MAX HEIGHT: 25' MIN SETBACK: 10' MAX 150 SF SIGN AREA PER SIDE NOTE: FINAL SIGN LOCATION TO BE COORDINATED WITH SEPARATE SIGN PERMIT.10'STM A-30 STM A-40 STM A-50 STM A-60 STM A-70 STM A-80 STM B-10 STM UNDG STM A-10 PROP. 1500 GALLON GREASE INTERCEPTOR STM VAR STM 15' LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWPROP SAWCUT (TYP) EX-1 SAN DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - SITE - 1----->LAYOUT: C-301 - SITE PLANNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-301 SITE PLAN SITE 1"=30' 0 307.51530 LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD SITE PLAN NOTES 1.THE SUBJECT SITE IS LOCATED WITHIN IA (INTERSTATE OVERLAY), AND THEREFORE THE PROPOSED SIGNAGE SHALL HAVE A MAXIMUM AREA OF 300 SF, A MINIMUM HEIGHT OF 25', AND A MAXIMUM HEIGHT OF 114'. PAVEMENT & ADA STRIPING PROP BUILDING (SEE ARCH DRAWINGS) LIGHT DUTY ASPHALT SIDEWALK CONCRETE HEAVY DUTY CONCRETE HATCH LEGEND RIP RAP NEW ROW PAVEMENT ROW MILL AND OVERLAY EX. PAVEMENT SITE CONCRETE DESIGN CRITERIA SIDEWALKS = 4" (3500 PSI) PARKING AROUND BUILDING = 6" (4000 PSI) CANOPY MAT = 6" (4000 PSI) LOADING ZONE AT REAR OF BUILDING = 8" (4000 PSI) TRASH MAT = 8" (4000 PSI) TANK MAT EXTENSION = 8" (4000 PSI) TANK MAT = 8" (4000 PSI) NOTE: ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE STANDARDS SPECIFIED IN THE VDOT ROAD & BRIDGE STANDARDS MANUAL. PAINTED STRIPING LEGEND SSWL/4" - SINGLE SOLID WHITE LINE / 4" WIDE SSWL/8" - SINGLE SOLID WHITE LINE / 8" WIDE DSYL/4" - DOUBLE SOLID YELLOW LINE / 4" WIDE EACH SDWL/4" - SINGLE DASHED WHITE LINE / 4" WIDE (2' SPACING X 6' STRIPING) SDWL/4" - SINGLE DASHED WHITE LINE / 4" WIDE (3' SPACING X 9' STRIPING) SPILL TRANSITION CURB AND GUTTERMATCH LINE - THIS SHEETMATCH LINE - THIS SHEET1"=30' 0 307.51530 H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - SITE - 1.dwg, 6/15/2023 11:05:37 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E W E SNAD83 NAD83LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANEPROP SAWCUT (TYP)91.67'55. 0 0 '130.00'W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 MAIN ENTRANCE REAR ENTRANCE 65. 6 3 ' A A A A A A A A A A A A A B PROP. EMERGENCY SHUT-OFF W E DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - SITE - 1----->LAYOUT: C-302 - FIRELANE PLANNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-302 FIRELANE PLAN SITE 1"=30' 0 307.51530 NOT TO SCALE STANDARD WORDING WITH AN ARROW AT BOTTOM POINTING TO THE RIGHT. ONE SIGN MOUNTED PARALLEL TO THE LINE OF CURBING OR PAVEMENT EDGE AT END OF PAINTED AREA. SIGN TYPE "A"SIGN TYPE "C"SIGN TYPE "D" STANDARD WORDING WITH AN ARROW AT BOTTOM POINTING TO THE LEFT. ONE SIGN MOUNTED PARALLEL TO THE LINE OF CURBING OR PAVEMENT EDGE AT END OF PAINTED AREA. STANDARD WORDING WITH NO ARROW. TWO SIGNS, BACK TO BACK MOUNTED PERPENDICULAR TO THE LINE OF CURBING OR PAVEMENT EDGE. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE 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 OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD 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. OR STANDING FIRE LANE PARKING NO OR STANDING FIRE LANE PARKING NO OR STANDING FIRE LANE PARKING NO FIRE LANE SIGNAGE PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB FIRELANE LEGEND FIRE LANE SIGN TYPE "D"A PROPOSED FIRE HYDRANTB EXISTING FIRE HYDRANTC H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - SITE - 1.dwg, 6/15/2023 11:05:43 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LO W U.S. R T E . 1 1 - M A R T I N S B U R G P I K E W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 91.67'55. 0 0 '130.00'W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 MAIN ENTRANCE REAR ENTRANCE 65. 6 3 ' PROP. EMERGENCY SHUT-OFF50' SETB A C K 35' S E T B A C K 25 ' I N A C T I V E B U F F E R W E 25 ' A C T I V E B U F F E R PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-C-4-1 TO PROVIDE INTER-PARCEL CONNECTION PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-A-45 TO PROVIDE INTER-PARCEL CONNECTION LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LO W U.S. R T E . 1 1 - M A R T I N S B U R G P I K E W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 91.67'55. 0 0 '130.00'W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 MAIN ENTRANCE REAR ENTRANCE 65. 6 3 ' PROP. EMERGENCY SHUT-OFF 50' S E T B A C K 35' S E T B A C K 25 ' I N A C T I V E B U F F E R W E 25 ' A C T I V E B U F F E R PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-C-4-1 TO PROVIDE INTER-PARCEL CONNECTION PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-A-45 TO PROVIDE INTER-PARCEL CONNECTION DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - SITE - 1----->LAYOUT: C-303 - TRUCK MOVEMENT PLANNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-303 TRUCK MOVEMENT PLAN SITE 1"=40' 0 40102040 1"=40' 0 40102040 Trailer Track Tractor Track Trailer Width Tractor Width feet 8.50 :8.50 8.50 : : : 8.00 0.00 32.45 7.50 Steering Angle Lock to Lock Time Articulating Angle WB-50 Semi-Trailer 3.00 12.50 3.00 42.50 : : :6.0 17.7 70.0 WB-50 VEHICLE DIAGRAM NOT TO SCALE FUEL DELIVERY MOVEMENT Steering Angle Lock to Lock Time Articulating Angle WB-67 Trailer Track Tractor Track Trailer Width Tractor Width 19.504.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 45.50 15.00 53.00 : : :6.0 28.4 75.0 WB-67 VEHICLE DIAGRAM NOT TO SCALE STORE DELIVERY MOVEMENT H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - SITE - 1.dwg, 6/15/2023 11:05:46 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 PROP SAWCUT (TYP) W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 MAIN ENTRANCE REAR ENTRANCE PROP. EMERGENCY SHUT-OFF PROP. 9'x11'x1.1' CLASS A1 RIP-RAP W E PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-C-4-1 TO PROVIDE INTER-PARCEL CONNECTION PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-A-45 TO PROVIDE INTER-PARCEL CONNECTION SL SL SL SL W L W L WLWLWLWLC/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O W L WL WLWLWLWL WL WL WL WLSSS S S S S S S SL SL SL SL SLSTM A-30 STM A-40 STM A-50 STM A-60 STM A-70 STM A-80 STM B-10 STM UNDG STM A-10 15" RCP 15" RCP15" RCP15" RCP15" RCP 15" R C P15" RCP15" RCP1 SAN 2 SANRIDGERI D G E RIDG E RIDGERI D G E RI D G E RIDG E RI D G E 702 701700701705698701 701 701 702702702 69 8 69 4 69 5 69 6 70 2 702 702 70270 2 7 0 2702 70270 1 70 0 69 9 70 1 CONTRACTOR TO MATCH EX. ROAD SLOPE AND AVOID CREATING LOW POINTS RIM ELEVATION TO MATCH FIELD-VERIFIED EXISTING GRADE 702702 703704703702G 700.90 TC 700.90 TC 700.90 TC 700.70 TC 700.50 TC 701.15 HP/TC 702.85 HP/TC 703.00 TC/RIM 700.20 TC 701.55 TC 701.70 TC 702.10 HP/TC 702.30 G 701.30 G 701.57 G 701.15 RIM 700.00 TC 700.70 TC 700.90 TC 701.20 G 700.85 TC 701.50 TC 701.80 TC 702.05 G 701.65 G 701.85 TI 702.31 BI 701.81 G 701.75 G 701.35 G 702.85 G 702.50 G 702.48 G 702.52 G 702.56 G 702.65 G 702.85 G 702.85 G 702.85 G 703.00 G 703.00 G 703.00 G 703.00 G 703.00 G 703.00 HP/TC 702.50 TC 702.00 TC 702.00 TC/RIM 701.10 G 702.85 G 702.50 TC 701.65 TC 701.90 G 701.66 HP/TC 702.25 HP/TC 702.30 TC 701.95 TC/RIM 701.19 G 702.50G 702.85 G 702.60 G 702.50 G 702.85 G 702.85 G 702.85 TC/RIM 701.25 TC 701.50 BC 701.30 BC 701.80 TC 703.05 G 702.36 TC 702.50 TC 702.90 TC 702.35 TC 702.25 G 702.45 G 700.20 G 700.10 TI 701.90 BI 701.40 TI 702.15 BI 701.65 TI 702.20 BI 701.70 TI 702.16 BI 701.66 TI 702.86 BI 701.36 TI 701.81 BI 701.31 TI 701.56 BI 701.06 RIM 704.7± RIM 704.30 ME/BC ± 701.53 ME/BC ± 701.16 ME/BC ± 701.06 ME/BC ± 701.34 ME/BC ± 700.64 TC 702.55 G 703.42 ME/BC ± 700.80 RIM 702.25 RIM 701.78 G 701.25 G 701.55 G 704.00 G 704.05 G 703.55 G 703.50 G 702.45 G 702.95 G 702.90 G 702.40 G 702.32 G 703.47 ME/BC ± 700.82 ME/BC ± 700.88 G 701.55 G 701.45 G 701.05 G 700.95 G 701.10 G 701.00 G 701.50 G 701.60 G 700.85 G 700.90 G 702.30 G 702.35 G 701.80 G 701.85 G 701.75 G 701.70 G 702.45 G 702.50 G 701.95 G 702.00 G 701.85 G 701.90 ME/G 704.95 G 701.25 G 701.60 G 701.65 ME/G ± 701.43 G 702.85 G 702.35 G 702.65 G 702.35 G 702.20 G 702.40 TC 702.80 TC 702.95 HP/TC 702.90 HP/TC 703.60 G 703.10 G 702.50 TC 701.75 TC 701.80 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - GRAD - 1----->LAYOUT: C-401 - GRADING PLANNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-401 GRADING PLAN GRAD 1"=30' 0 307.51530 LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD GRADING PLAN NOTES 1.CONTRACTOR TO TEST PIT FOR EXACT LOCATION OF EXISTING UTILITIES AND SUBMIT ANY DISCREPANCIES TO BOHLER ENGINEERING IN WRITING PRIOR TO CONSTRUCTION. 2.CONTRACTOR TO ADJUST EXISTING RIMS TO MATCH PROPOSED GRADES WHERE NEEDED. SPILL TRANSITION CURB AND GUTTER EXISTING NOTE D PROPOSED NOTE OR OR 516.4TC 516.4 OR TC BC 516.00 515.55 516.00TC TYPICAL NOTE TEXT GRADING LEGEND SAN # 120 STM # SAN # STM # 120 CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL STORM SEWER STORM MANHOLE TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET MONITORING WELL TEST PIT BENCHMARK BORING D 125 125 ACCESSIBLE PATH ACCESSIBLE AREA H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - GRAD - 1.dwg, 6/15/2023 11:06:17 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LO W LO W LO W LOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANEW E AREA=1.06 AC CN=92 Q1=2.77 CFS Q2=3.51 CFS Q10=5.49 CFS PRE TOTAL POI 1 AREA=1.65 AC CN=83 Q1=2.73 CFS Q2=3.74 CFS Q10=6.72 CFS PRE TOTAL POI 2 LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LO W LO W LO W LO W LOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANEW E 702 701700701705698701 701 701 702702702 69 8 69 4 69 5 69 6 70 2 702 702 70270 2 7 0 2702 70270 1 70 0 69 9 70 1 70 2702 703704703702AREA=0.99 AC CN=89 Q1=2.25 CFS Q2=2.93 CFS Q10=4.79 CFS POST TOTAL POI 1 AREA=1.72 AC CN=91 Q1=1.34 CFS Q2=1.78 CFS Q10=6.09 CFS POST TOTAL POI 2 AREA=0.25 AC CN=74 Q1=0.23 CFS Q2=0.35 CFS Q10=0.73 CFS POST BYPASS POI 2 AREA=1.47 AC CN=94 Q1=4.15 CFS Q2=5.15 CFS Q10=7.85 CFS POST UNDG. DET.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - DRIN - 1----->LAYOUT: C-402 - PRE AND POSTNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-402 PRE AND POST DEVELOPED DRAINAGE PLAN DRIN 1"=50' 0 5012.52550 1"=50' 0 5012.52550PRE DEVELOPED DRAINAGE AREA EXISTING PERVIOUS AREA 40,946 SF - 0.94 AC 0.25 AC TO POI-1 0.69 AC TO POI-2 EXISTING IMPERVIOUS AREAS 77,101 SF - 1.77 AC 0.81 AC TO POI-1 0.96 AC TO POI-2 POST DEVELOPED DRAINAGE AREA PROPOSED IMPERVIOUS AREAS 79,702 SF - 1.84 AC 0.60 AC TO POI-1 1.24 AC TO POI-2 PROPOSED PERVIOUS AREA 38,068 SF - 0.87 AC 0.39 AC TO POI-1 0.48 AC TO POI-2 STORMWATER MANAGEMENT NARRATIVE POI 1 STORMWATER POINT OF INTERESTPOI 1 STORMWATER POINT OF INTEREST LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD DRAINAGE AREA LINE POI 2 STORMWATER POINT OF INTERESTPOI 2 STORMWATER POINT OF INTEREST SITE SUMMARY THE PROPOSED PROJECT IS FOR THE DEVELOPMENT OF A ±6,049 SF WAWA CONVENIENCE STORE WITH FUEL DISPENSERS, ASSOCIATED CANOPY, PARKING AND UNDERGROUND UTILITIES. THE SITE IS LOCATED AT 1544 MARTINSBURG PIKE AND IS CURRENTLY AN EXISTING USED CAR DEALERSHIP. RUNOFF FROM THE DEVELOPMENT WILL CONVEY TO A PROPOSED STORM SEWER AND EITHER ROUTE TO AN UNDERGROUND DETENTION SYSTEM BEFORE OUTFALLING TO AN EXISTING NATURAL CHANNEL OR OUTFALL DIRECTLY TO AN EXISTING STORM SEWER NETWORK ALONG MARTINSBURG PIKE. THE POST-DEVELOPMENT CONDITIONS WERE ANALYZED TO ENSURE THE SITE IS IN COMPLIANCE WITH VIRGINIA STORMWATER MANAGEMENT REGULATIONS AS SUMMARIZED BELOW. STORMWATER QUANTITY THE PROPOSED DEVELOPMENT WILL DISTURB 2.71 ACRES. AN UNDERGROUND STORMWATER DETENTION SYSTEM HAS BEEN PROPOSED WITH THIS DEVELOPMENT TO DETAIN AND REDUCE PEAK FLOWS TO MEET FLOOD PROTECTION (9VAC25-870-66 C.) AND CHANNEL PROTECTION (9VAC25-870-66 B.) CRITERIA. THE PRE AND POST-DEVELOPMENT FLOW RATES FOR THE 1-YEAR, 2-YEAR, AND 10-YEAR STORM EVENTS WERE CALCULATED USING THE SCS METHOD IN THE PROGRAM AUTOCAD HYDRAFLOW HYDROGRAPHS, AS SHOWN ON SHEETS C-403 AND C-404. TO CALCULATE RUNOFF REDUCTION REQUIRED TO MEET ENERGY BALANCE, CURVE NUMBERS WERE CALCULATED USING VALUES FROM SCS TABLE 2.2A, RUNOFF CURVE NUMBERS FOR URBAN AREAS. RAINFALL DEPTHS USED TO CALCULATE FLOWS WERE TAKEN FROM NOAA ATLAS 14. THE PRE-DEVELOPMENT FLOW RATES ARE SHOWN BELOW: THE POST DEVELOPMENT FLOW RATES ARE SHOWN BELOW: ADEQUATE OUTFALL NARRATIVE THE EXISTING SITE DRAINS TO THE NORTHERN CORNER OF THE PROPERTY TO EXISTING OFF-SITE STORM STRUCTURE EX-0 (POI-1) AND TO AN EXISTING NATURAL OFF-SITE CHANNEL TO THE SOUTHEAST (POI-2). SINCE THE OVERALL FLOWS TO POI 1 AND POI 2 FOR THE 1-YEAR, 2-YEAR AND 10-YEAR STORM EVENTS ARE REDUCED WITH THE DEVELOPMENT OF THIS SITE FOR EACH POI, BOTH OUTFALL POINTS ARE CONSIDERED ADEQUATE. AS SUCH, IT IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR THE SUBJECT SITE. STORMWATER QUALITY STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT WILL BE MET THROUGH REDUCTION IN TP LOAD PROVIDED BY TWO (2) PROPOSED CDS HYDRODYNAMIC SEPARATOR UNITS INSTALLED DOWNSTREAM OF RUNOFF FROM FUELING OPERATIONS AT STORM STRUCTURES A-60 AND B-10, AS WELL AS THE PURCHASE OF NUTRIENT OFFSET CREDITS. THE TP LOAD REDUCTION IS SHOWN IN THE VIRGINIA RUNOFF REDUCTION METHOD WORKSHEET PROVIDED ON SHEET C-407. A NUTRIENT CREDIT AVAILABILITY LETTER FOR THE CREDITS PROPOSED TO BE PURCHASED SHALL BE PROVIDED PRIOR TO PLAN APPROVAL. CONCLUSION THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO REDUCE PEAK FLOWS TO COMPLY WITH VIRGINIA STORMWATER MANAGEMENT REQUIREMENTS FOR CHANNEL PROTECTION AND FLOOD PROTECTION AND UTILIZES TWO (2) CDS HYDRODYNAMIC TREATMENT DEVICES FOR TP LOAD REDUCTION IN CONJUNCTION WITH THE PURCHASE OF NUTRIENT OFFSET CREDITS. AS STORMWATER QUANTITY AND QUALITY REQUIREMENTS FOR THE SITE HAVE BEEN MET AS SUMMARIZED IN THE NARRATIVE, IT IS THE OPINION OF THE ENGINEER THAT ALL REQUIREMENTS HAVE BEEN MET AND NO FURTHER ANALYSIS IS WARRANTED. POI 1 1-YEAR CFS: 2.77 2-YEAR CFS: 3.51 10-YEAR-CFS: 5.49 POI 1 1-YEAR CFS: 2.25 2-YEAR CFS: 2.93 10-YEAR-CFS: 4.79 POI 2 1-YEAR CFS: 2.73 2-YEAR CFS: 3.74 10-YEAR-CFS: 6.72 POI 2 1-YEAR CFS: 1.34 2-YEAR CFS: 1.78 10-YEAR-CFS: 6.09 : H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - DRIN - 1.dwg, 6/15/2023 11:07:24 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - DRIN - 1----->LAYOUT: C-403 - SWM COMPS 1NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-403 SWM COMPUTATIONS DRIN PRE-DEVELOPMENT FLOWS (POI-1) POST-DEVELOPMENT FLOWS (POI-1) PRE-DEVELOPMENT FLOWS (POI-2) H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - DRIN - 1.dwg, 6/15/2023 11:07:29 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - DRIN - 1----->LAYOUT: C-404 - SWM COMPS 2NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-404 SWM COMPUTATIONS DRIN POST-DEVELOPMENT UNDERGROUND DETENTION ROUTING POST-DEVELOPMENT BYPASS FLOW POST-DEVELOPMENT FLOWS TO UNDERGROUND DETENTION POST-DEVELOPMENT FLOWS (POI-2) H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - DRIN - 1.dwg, 6/15/2023 11:07:30 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - DRIN - 1----->LAYOUT: C-405 - SWM DETAILSNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-405 SWM DETAILS DRIN H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - DRIN - 1.dwg, 6/15/2023 11:07:31 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - DRIN - 1----->LAYOUT: C-406 - BMP COMPSNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-406 BMP COMPUTATIONS DRIN H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - DRIN - 1.dwg, 6/15/2023 11:07:32 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - DRIN - 1----->LAYOUT: C-407 - BMP DETAILSNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-407 BMP DETAILS DRIN H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - DRIN - 1.dwg, 6/15/2023 11:07:35 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E N 5 1 ° 3 9 ' 2 7 "W 4 3 1 . 7 8 ' ( M ) N 5 1 ° 5 6 ' 1 0 "W 4 3 1 . 7 8 ' ( R ) N55° 3 0' 2 1" E 2 8 8. 0 4' ( M) N55° 1 3' 3 8" E 2 9 2. 3 8' ( R) W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 PROP SAWCUT (TYP) PROP SAWCUT (TYP) W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 MAIN ENTRANCE REAR ENTRANCE PROP. EMERGENCY SHUT-OFF PROP. 9'x11'x1.1' CLASS A1 RIP-RAP W E PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-C-4-1 TO PROVIDE INTER-PARCEL CONNECTION PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-A-45 TO PROVIDE INTER-PARCEL CONNECTION PROP 4' ROW DEDICATION PROP 4' ROW DEDICATION SL SL SL SL W L W L WLWLWLWLC/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O W L WL WLWLWLWL WL WL WL WLSSS S S S S S S S S S S S S SL SL SL SL SLPR O P . 2 7 5 . 8 5 L F 8 " C L 5 2 D I P S A N I T A R Y @ 0 . 9 6 % PROP.36.7 LF 8" CL52 DIP SANITARY @ 0.68% PROP 3/4" BLACK POLYETHYLENE WATER LATERAL PROP 2" BLACK POLYETHYLENE DOMESTIC SERVICE PROP 10"X6" TEE 2 - 10" GV 1 - 6" GV STM A-30 STM A-40 STM A-50 STM A-60 STM A-70 STM A-80 STM B-10 STM UNDG STM A-10 VARIABLE WIDTH FREDERICK WATER EASEMENT 6" PVC SAN. LAT INV = 699.00 4" PVC SAN. LAT INV = 699.00 INV = 698.85 INV = 698.95 INV = 697.75 52.8 LF 6" PVC @ 1.04% PROP. 1500 GALLON GREASE INTERCEPTOR INV = 698.70 INV = 698.45 INV = 698.25 47.8 LF 6" PVC @ 1.04% 8.5 LF 4" PVC @ 2.35% 4.5 LF 4" PVC @ 2.22% 10.1 LF 6" PVC @ 1.00% 4.5 LF 6" PVC @ 1.2% 47.8 LF 6" PVC @ 1.25% C/O C/O C/O C/O C/O C/O C/O RD-1 RD-2 RD-3 RD-4 RD-13 RD-5 RD-12 RD-11 RD-10 RD-6 RD-7 RD-8 RD-9 RD-14 RD-15 RD-16 RD-17 RD-18 RD-19 RD-20 RD-21 RD-23 RD-22 RD-25 RD-26 RD-24 RD-27 RD-28 RD-29 RD-30 RD-31 RD-32 RD-33 RD-34 PROP FROST FREE YARD HYDRANT WITH BACKFLOW PREVENTION PROP FH 1 - 6" GV PROP. ± 7,500 CF UNDERGROUND DETENTION VAULT SYSTEM INVERT = 693.60 15" RCP 15" RCP15" RCP15" RCP15" RCP 15" R C P15" RCP15" RCPEX-1 SAN 1 SAN 2 SAN 6" PVC INV = 696.70 CONTRACTOR SHALL CUT IN 10"X6" MJ TEE, (2) MJ SOLID SLEEVES, (2) 10" MJ GATE VALVES AND 10" CL52 DIP (1) 6" GV PROP 2" CORP. STOP PROP. UD-4 ALONG CG-6 CURB (SEE SHEET C-903 FOR DETAIL) PROP. UD-4 ALONG CG-6 CURB (SEE SHEET C-903 FOR DETAIL) PROP 6" CL52 DIP WATERLINE C/O C/O INV = 697.20 INV = 696.90 29.3 LF 6" PVC @ 1.04% PROP 1.5" DOMESTIC WATER METER IN 2" VAULT TP TP 5.4 LF 4" PVC @ 2.51% STM VAR STM 15' PROP. UD-4 ALONG CG-6 CURB (SEE SHEET C-903 FOR DETAIL) CONTRACTOR TO VERIFY LOCATION OF EXISTING SANITARY SEWER MANHOLE CONNECTION AND NOTIFY ENGINEER IN WRITING OF ANY CROSSINGS NOT SHOWN ON THIS PLAN. VARIABLE WIDTH FREDERICK WATER EASEMENT DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - UTIL - 1----->LAYOUT: C-501 - UTILITY PLAN 1NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-501 UTILITY PLAN UTIL 1"=30' 0 307.51530 LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD UTILITY PLAN NOTES 1.SEE SHEET C-502 FOR ROOF DRAIN SCHEDULE. 2.CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE DRY UTILITY COMPANIES PRIOR TO INSTALLATION OF GAS, ELECTRIC AND TELEPHONE LINES OR ASSOCIATED CONDUIT. 3.A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED AT ALL CROSSINGS NOT SHOWN ON THE UTILITY PROFILES. IF CLEARANCE CANNOT BE ACHIEVED, CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING. 4.CONTRACTOR SHALL TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.CONTRACTOR SHALL INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN. 6.CONTRACTOR SHALL PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 7.CONTRACTOR SHALL HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 8.CONTRACTOR SHALL PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC. MAYBE REQUIRED. 9.CONTRACTOR SHALL SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHAL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES. 10.SEE SHEET C-905 FOR GREASE TRAP NOTES AND DETAILS. PROPOSED NOTE C SL W E G OH T OR E T EP EB TYPICAL NOTE TEXT UTILITY LEGEND SAN # STM # SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL YARD INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT S D S WV WM H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - UTIL - 1.dwg, 6/15/2023 11:07:58 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-502 - UTILITY COMPSNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-502 UTILITY COMPUTATIONS CNDS 10 YEAR HEADWATER COMPUTATIONS Structure DA C I Q Head Rim / Invert 10 Yr Remarks No.Type Drainage Runoff Intensity 10 Yr Flow Water Elevation WSE Area Coefficient (ac)(in/hr)(cfs)(ft)(ft)(ft) B-10 Grate Inlet 0.46 0.80 6.49 2.39 0.28 Rim 700.00 700.28 SANITARY MAIN DESIGN NOTES: ''n'' Factor = 0.013 From To Units Flow /Avg. Daily Flow Peak q, Total D, Pipe Slope Length Velocity Q, Capacity q/Q d/D Invert Elev. MH MH or Area Unit Incr Total Factor Peak Flow Size Actual Full Flow Upper Lower (1000 SF)(gpd)(gpd)(gpd)(gpd)(in)(%)(ft)(fps)(fps)(gpd)(cfs)(%)(%)(ft)(ft) 2 1 6 - -1,750 1,750 4.0 7,000 8''0.68%36.71 1.46 2.86 645,732 1.00 1.08%3 %696.60 696.35 1 EX-1 6 - -1,750 3,500 4.0 14,000 8''0.94%282.39 1.72 3.37 759,210 1.17 1.84%5 %696.15 693.50 ROOF DRAIN SCHEDULE Pipe Upper Lower Length Slope Dia.Material ID Inv (ft)Inv (ft)(ft)( % )(in) RD-01 698.45 697.25 65.27 1.84%6 PVC RD-02 699.50 698.45 20.00 5.25%6 PVC RD-03 699.50 699.40 3.00 3.33%6 PVC RD-04 698.70 698.45 23.03 1.09%6 PVC RD-05 698.90 698.70 18.93 1.06%6 PVC RD-06 699.05 698.90 10.78 1.39%6 PVC RD-07 699.20 699.05 10.93 1.37%6 PVC RD-08 699.45 699.20 24.35 1.03%6 PVC RD-09 699.50 699.45 5.00 1.00%6 PVC RD-10 699.25 699.20 5.00 1.00%6 PVC RD-11 699.25 699.05 5.29 3.78%6 PVC RD-12 699.00 698.90 5.37 1.86%6 PVC RD-13 699.00 698.70 5.25 5.71%6 PVC RD-14 696.50 696.00 42.50 1.18%6 PVC RD-15 697.20 696.95 23.25 1.08%6 PVC RD-16 697.90 697.20 60.75 1.15%6 PVC RD-17 698.10 697.90 19.67 1.02%6 PVC RD-18 698.20 698.10 5.52 1.81%6 PVC RD-19 699.15 698.20 86.74 1.10%6 PVC RD-20 699.25 699.15 5.72 1.75%6 PVC RD-21 699.45 699.25 19.23 1.04%6 PVC RD-22 699.50 699.45 3.25 1.54%6 PVC RD-23 699.50 699.15 10.62 3.30%3 PVC RD-24 698.50 698.20 10.62 2.82%3 PVC RD-25 698.00 697.90 2.99 3.34%6 PVC RD-26 697.30 697.20 2.99 3.34%6 PVC RD-27 695.89 695.30 54.64 1.08%6 PVC RD-28 696.23 695.89 34.00 1.00%6 PVC RD-29 696.57 696.23 34.00 1.00%6 PVC RD-30 696.91 696.57 34.00 1.00%6 PVC RD-31 697.00 696.91 4.02 2.24%4 PVC RD-32 696.75 696.60 4.02 3.73%4 PVC RD-33 696.50 696.25 4.02 6.22%4 PVC RD-34 696.00 695.90 4.02 2.49%4 PVC RIP-RAP OUTFALL COMPUTATIONS Outfall Q Do, Pipe Tailwater La, Apron Apron Width d50 Rip-Rap Rip-Rap Diameter Condition Length Upstream Downstream Depth Class (cfs)(in)(ft)(ft)(ft)(ft)(ft) A-10 ####N/A Min 9 #N/A #N/A 0.5 1.1 Class AI 10 YEAR STORM COMPUTATIONS From To Drain.Runoff CA Inlet Rainfall Q Invert Elev.Length Slope Dia.n Capacity Velocity Flow Time Q /V /Vfull Remarks Point Point Area Coeff.Incr.∑Time Intensity Incr.Known ∑Upper Lower Incr.∑Qfull Vfull (acres)C (min)(in/hr)(cfs)(cfs)(cfs)(ft)(ft)(ft)( % )(in)(cfs)(fps)(min)(min)rev8/18 A-50 A-40 0.40 0.85 0.34 0.34 5.00 6.49 2.21 0.29 2.50 694.80 694.30 93.55 0.53%15 0.013 4.74 3.86 0.40 5.40 0.53 1.00 3.86 RDs ADDED A-40 A-30 0.18 0.85 0.15 0.49 5.40 6.37 0.96 –3.42 694.20 693.80 76.64 0.52%15 0.013 4.68 4.13 0.31 5.71 0.73 1.08 3.81 A-30 UNDG –––0.49 5.71 6.28 –0.46 3.83 693.70 693.60 8.31 1.20%15 0.013 7.11 5.88 0.02 5.73 0.54 1.02 5.79 RDs ADDED A-70 A-60 0.75 0.85 0.64 0.64 5.00 6.49 4.15 –4.15 694.55 694.03 102.00 0.51%15 0.013 4.62 4.24 0.40 5.40 0.90 1.13 3.77 A-60 UNDG –––0.64 5.40 6.37 ––4.08 693.93 693.60 7.50 4.40%15 0.013 13.59 9.47 0.01 5.41 0.30 0.86 11.07 A-80 UNDG 0.25 0.90 0.23 0.23 5.00 6.49 1.49 –1.49 693.70 693.60 15.00 0.67%15 0.013 5.29 3.68 0.07 5.07 0.28 0.86 4.31 UNDG A-10 –––––––6.04 6.04 693.50 692.75 37.00 2.03%15 0.013 9.22 7.97 0.08 5.08 0.65 1.06 7.51 UNDG ADDED B-10 EX-1 0.46 0.80 0.37 0.37 5.00 6.49 2.40 0.93 3.33 697.25 697.06 37.34 0.51%15 0.013 4.62 4.08 0.15 5.15 0.72 1.08 3.77 RDs ADDED EX-4 EX-3 0.15 0.60 0.09 0.09 5.00 6.49 0.58 –0.58 698.50 698.00 100.89 0.50%15 0.013 4.56 2.54 0.66 5.66 0.13 0.68 3.72 EX-3 EX-2 0.15 0.60 0.09 0.18 5.66 6.30 0.57 –1.14 697.90 696.90 81.43 1.23%15 0.013 7.18 4.19 0.32 5.98 0.16 0.72 5.85 EX-2 EX-0 0.06 0.40 0.02 0.20 5.98 6.20 0.12 –1.24 696.80 696.55 66.58 0.38%15 0.013 3.97 2.84 0.39 6.37 0.31 0.88 3.23 EX-1 EX-0 0.36 0.75 0.27 0.64 5.15 6.45 1.74 –5.06 697.01 696.55 40.65 1.13%15 0.013 6.89 6.09 0.11 5.26 0.73 1.08 5.61 10 YEAR HGL COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf JUNCTION LOSS Final Inlet Top /Inlet Pre-Cast Junction Remarks No.WSE H WSE Throat Shaping Structure Loss (in)(%)Vo Ho Qi Vi Qi · Vi Vi^2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht Elev.Reduction rev8/18 A-30 694.60 15 3.83 8.31 0.35%0.03 5.88 0.13 3.42 4.13 14.14 0.27 0.09 45 0.43 0.11 0.34 –0.17 0.20 694.80 701.65 Yes Yes Yes A-40 694.80 15 3.42 76.64 0.28%0.21 4.13 0.07 2.50 3.86 9.65 0.23 0.08 54 0.50 0.12 0.26 0.34 0.17 0.39 695.19 700.69 Yes Yes Yes A-50 695.30 15 2.50 93.55 0.15%0.14 3.86 0.06 0.06 0.08 0.04 0.18 695.48 700.75 Yes Yes Yes A-60 694.60 15 4.08 7.50 0.40%0.03 9.47 0.35 4.15 4.24 17.61 0.28 0.10 20 0.16 0.04 0.49 –0.25 0.28 694.88 702.25 Yes Yes Yes A-70 695.03 15 4.15 102.00 0.41%0.42 4.24 0.07 0.07 0.09 0.05 0.47 695.50 699.70 Yes Yes Yes A-80 694.60 15 1.49 15.00 0.05%0.01 3.68 0.05 0.05 0.07 0.03 0.04 694.64 700.00 Yes Yes Yes B-10 698.06 15 3.33 37.34 0.27%0.10 4.08 0.06 0.06 0.08 0.04 0.14 698.20 700.00 Yes Yes Yes EX-4 699.00 15 0.58 100.89 0.01%0.01 2.54 0.03 0.03 0.03 0.02 0.02 699.02 701.05 Yes –Yes EX-3 697.90 15 1.14 81.43 0.03%0.03 4.19 0.07 0.58 2.54 1.47 0.10 0.04 18 0.14 0.01 0.12 0.15 0.08 0.10 698.00 700.90 Yes –Yes EX-2 697.55 15 1.24 66.58 0.04%0.02 2.84 0.03 1.14 4.19 4.78 0.27 0.10 13 0.09 0.02 0.15 –0.08 0.10 697.65 701.05 Yes –Yes EX-1 697.55 15 5.06 40.65 0.61%0.25 6.09 0.14 3.33 4.08 13.59 0.26 0.09 ––0.00 0.23 0.30 0.15 0.40 697.95 700.56 Yes –Yes 2 YEAR INLET COMPUTATIONS Inlet DA C I Q Qb Qt S Sx n T W Sw On Grade Inlets Only Sag Inlets Only Remarks No.Type Length Drain Runoff Inten Incr.Carry Accum.Gutter Pvmt Spread Gutter W Gutter Sw Eo a S'w Se=Sx Lt,Comp.L,Spec L E Qi Qb Down Qi d h d Ts Area Coeff--sity Flow -over Flow Slope Cross On Width /Cross /(App.= a /+ S'w Length -ified /Eff.Int'x Byp.Stream Int'x Depth /Spread icient Flow Slope Grade T Slope Sx 9C-8)(12W)(Eo)(9C-17)Length Lt (9C-18)Flow Flow Str.Flow h In Sag (ft)(acres)(in/hr)(cfs)(cfs)(cfs)(%)(%)(ft)(ft)(%)(in)(%)(%)(ft)(ft)(cfs)(cfs)(cfs)(ft)(ft)(ft)rev8/18 A-50 Curb DI-3B 6.00 0.40 0.85 4.68 1.59 0.00 1.59 6.00 0.02 0.00 2.00 8.33 2.56 0.00 0.00 0.00 1.59 0.17 0.46 0.38 2.11 In Sag A-40 Curb DI-3B 6.00 0.18 0.85 4.68 0.72 0.00 0.72 2.00 0.02 0.00 2.00 8.33 3.52 0.00 0.00 0.00 0.72 0.10 0.46 0.22 1.22 In Sag A-70 Curb DI-3B 6.00 0.75 0.85 4.68 2.98 0.00 2.98 2.00 0.02 0.00 2.00 8.33 3.52 0.00 0.00 0.00 2.98 0.26 0.46 0.57 6.84 In Sag A-80 Curb DI-3B 6.00 0.25 0.90 4.68 1.05 0.00 1.05 2.00 0.02 0.00 2.00 8.33 3.52 0.00 0.00 0.00 1.05 0.13 0.46 0.29 1.58 In Sag B-10 Grate Inlet 6.00 0.46 0.80 4.68 1.72 0.00 1.72 2.00 0.02 0.00 2.00 8.33 3.52 0.00 0.00 0.00 1.72 0.18 0.46 0.40 2.80 In Sag EX-4 Ex. Curb DI-3B 6.00 0.15 0.60 4.68 0.42 0.00 0.42 1.00 2.00 0.02 2.38 2.00 0.84 8.33 4.17 1.00 3.52 14.66 16.65 3.82 6.00 1.57 1.00 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 On Grade EX-3 Ex. Curb DI-3B 6.00 0.15 0.60 4.68 0.42 0.00 0.42 1.00 2.00 0.02 2.38 2.00 0.84 8.33 4.17 1.00 3.52 14.66 16.65 3.82 6.00 1.57 1.00 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 On Grade EX-1 Ex. Curb DI-3B 6.00 0.36 0.75 4.68 1.26 0.00 1.26 1.00 2.00 0.02 6.09 2.00 0.33 8.33 4.17 0.82 3.52 14.66 13.96 6.73 6.00 0.89 0.98 1.24 0.02 0.00 0.00 0.00 0.00 0.00 0.00 On Grade H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:08:13 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E S33°54'33"W 184.13' (M)S33°37'50"W 184.14' (R)N 5 1 ° 3 9 ' 2 7 "W 2 0 8 . 8 2 ' ( M ) N 5 1 ° 5 6 ' 1 0 " W 2 0 8 . 8 2 ' ( R ) W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 PROP SAWCUT (TYP) W E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDC IP IP IP IP IP IP SAF SF SAF TS TS TS DC DC DC CE X XXX X SF SSF SSF SSF SSF SAF SAF SAF SAF SAF SAF SAF IP 72'12' OVERALL 0.90 AC TO 246 LF SF C=0.75 SSF-1 OVERALL 0.09 AC TO 110 LF SF C=0.85 SF-1 0.59 AC C=0.85 EX-1 OVERALL 0.67 AC TO 267 LF SF C=0.45 SSF-2 0.18 AC C=0.72 EX-4 0.28 AC C=0.75 EX-3 0.15 AC C=0.85 EX-5 0.03 AC C=0.30 EX-2 PROP. CANOPY AREA PROP. BUILDING AREA PROP. UNDG. STORAGE TANK AREA DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - EROS - 1----->LAYOUT: C-601 - EROS PH 1NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-601 EROSION AND SEDIMENT CONTROL PLAN PHASE I SITE 1"=30' 0 307.51530 SOILS TABLE SYMBOL SOIL NAME SLOPES 32B CARBO-OKLET 2 - 7% LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD DRAINAGE DIVIDE TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE NO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES SAFETY FENCE3.01 SAF SILT FENCE3.05 SF X X 3.07 IPSTORM DRAIN INLET PROTECTION EROSION PLAN NOTES 1.VDOT EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS REQUIRED. SUPER SILT FENCE- -SSF XX XX XX TEMPORARY SEEDING3.31 TS TS DUST CONTROL3.39 DC DC H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - EROS - 1.dwg, 6/15/2023 11:09:07 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 PROP SAWCUT (TYP) W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 PROP. 9'x11'x1.1' CLASS A1 RIP-RAP W E PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-C-4-1 TO PROVIDE INTER-PARCEL CONNECTION PROP. 30' TEMPORARY CONSTRUCTION & GRADING ESMT. TO BENEFIT T.M. 43-A-45 TO PROVIDE INTER-PARCEL CONNECTION SL SL SL SL W L W L WLWLWLWLC/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O W L WL WLWLWLWL WL WL WL WLSSS S S S S S S SL SL SL SL SLVARIABLE WIDTH FREDERICK WATER EASEMENT VARIABLE WIDTH FREDERICK WATER EASEMENT 702 701700701705698701 701 701 702702702 69 8 69 4 69 5 69 6 70 2 702 702 70270 2 7 0 2702 70270 1 70 0 69 9 70 1 702702 703704703702XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDC IP IP IP IP SAF SF SAF DC DC DC CE IP IP IP IP IP X XXX X SF SSF SSF SSF SSF SAF SAF SAF SAF SAF SAF SAF IP 72'12' OVERALL 0.15 C=0.60 EX-4 OVERALL 0.15 C=0.60 EX-3 OVERALL 0.75 AC C=0.85 A-70 OVERALL 0.36 AC C=0.75 EX-1 OVERALL 0.46 AC C=0.80 B-10 OVERALL 0.40 AC C=0.85 A-50 OVERALL 0.18 AC C=0.85 A-40 OVERALL 0.25 AC C=0.90 A-80 OVERALL 0.03 AC TO 163 LF SF C=0.30 SF-1 OVERALL 0.13 AC TO 443 LF SF C=0.30 SSF-1 OVERALL 0.06 AC C=0.40 EX-2 OP DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - EROS - 1----->LAYOUT: C-602 - EROS PH 2NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-602 EROSION AND SEDIMENT CONTROL PLAN PHASE II SITE 1"=30' 0 307.51530 LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD DRAINAGE DIVIDE TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE NO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES SAFETY FENCE3.01 SAF PERMANENT SEEDING3.32 PS PS SILT FENCE3.05 SF X X 3.07 IPSTORM DRAIN INLET PROTECTION OUTLET PROTECTION3.18 OP DUST CONTROL3.39 DC DC SUPER SILT FENCE- -SSF XX XX XX EROSION PLAN NOTES 1.VDOT EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS REQUIRED. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - EROS - 1.dwg, 6/15/2023 11:09:10 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - EROS - 1----->LAYOUT: C-603 - EROS NOTESNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-603 EROSION AND SEDIMENT CONTROL NOTES EROS EROSION CONTROL NARRATIVE MINIMUM STANDARDS: MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ACTION: ALL STOCKPILES WILL BE STABILIZED AND PROTECTED. MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII., PHASE I. MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII., PHASE I. MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a.THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. ACTION: THE PROPOSED SEDIMENT TRAP HAS BEEN DESIGNED BASED UPON THE TOTAL DRAINAGE AREA DRAINING TO THE FACILITY. MS-7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. ACTION: NOT APPLICABLE. MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ACTION: NOT APPLICABLE. MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE II. MS-11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LININGS SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII, SEQUENCE OF CONSTRUCTION, PHASE II. MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON-ERODIBLE COVER MATERIALS. ACTION: NOT APPLICABLE. MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIALS SHALL BE PROVIDED. ACTION: NOT APPLICABLE. MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. ACTION: NOT APPLICABLE. MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. ACTION: NOT APPLICABLE. MS-16: 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 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, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. d.MATERIAL USED FOR BACKFILLING 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. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE I. MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE I. MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE II. MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN 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-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY 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 POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2) (a)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS; AND (b)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c.IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1)IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) 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 (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN-APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. d.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e.ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. f.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL 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 SEDIMENTATION 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 RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED 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. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNOFF/ADEQUATE OUTFALL CONSIDERATIONS. EROSION AND SEDIMENT CONTROL NARRATIVE I.PROJECT DESCRIPTION: THE PROPERTY IS LOCATED ON A DEVELOPED COMMERCIAL PARCEL AS AN EXISTING CAR DEALERSHIP. THE SUBJECT SITE IS A 2.54 TOTAL ACRE PARCEL IN FREDERICK COUNTY, VIRGINIA. THE PURPOSE OFTHIS PROJECT IS TO DEMOLISH THE EXISTING BUILDING AND INFRASTRUCTURE AND TO CONSTRUCT A WAWA GAS FACILITY AND CONVENIENCE STORE WITH ASSOCIATED PARKING AND SITE IMPROVEMENTS. THIS CONSTRUCTION WILL ENTAIL UTILITY WORK; GRADING; AND REPLACING THE EXISTING PAVEMENT. THIS PROJECT WILL DISTURB APPROXIMATELY 2.71 ACRES. II.EXISTING SITE CONDITIONS: THE EXISTING 2.54 ACRE SITE IS CURRENTLY A DEVELOED COMMERCIAL SITE AND CONSISTS CURRENTLY OF AN EXISTING CAR DEALERSHIP AND BUILDING, SURROUNDING PARKING LOT, AND MAINTAINED GRASS AREAS.THE ON-SITE SLOPES VARY FROM 1% TO 11%. THERE ARE TWO POINTS OF INTEREST (POI) ON THIS SITE. THE SITE DRAINAGE SPLITS IN THE CENTERS AND FLOWS NORTH TOWARDS AMOCO LANE AND MARTINSBURG PIKE AND SOUTH TOWARDS PACTIVE WAY. NO EXISTING EROSION OR DRAINAGE PROBLEMS HAVE BEEN IDENTIFIED ON SITE. THE PERIMETER OF THE SITE IS TO BE LINED WITH SILT FENCE AS SHOWN ON THE E&S PHASE I PLAN. FURTHER ANALYSIS IS PROVIDED IN SECTION XI, STORMWATER RUNOFF/ADEQUATE OUTFALL CONSIDERATIONS. III.ADJACENT PROPERTY: THE SITE IS BORDERED TO THE NORTH BY THE INTERSECTION OF MARTINESBURG PIKE AND AMOCO LANE, TO THE EAST BY AMOCO LANE AND SHEETZ; TO THE SOUTH BY UNDEVELOPED FORESTED LAND AND PACTIVE WAY; AND TO THE WEST BY PACO'S TACOS AND MARTINESBURG PIKE. SILT FENCE, SUPER SILT FENCE, SAFETY FENCE, AND INLET PROTECTION WILL BE USED AS PERIMETER CONTROLS TO ELIMINATE EROSION ONTO ADJACENT PROPERTIES, TO ELIMINATE OFFSITE DAMAGE, AND TO KEEP TRESPASSERS OFF OF THE SITE DURING CONSTRUCTION. IV.OFFSITE AREAS: NO OFFSITE AREAS ARE ANTICIPATED TO BE IMPACTED WITH THIS DEVELOPMENT. IF APPLICABLE, CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATING OF EXPORT SOIL IN ADDITION TO ANY REQUIRED PLANS AND PERMITS. V.SOILS: SEE SOILS INFORMATION ON SHEET C-601. VI.CRITICAL AREAS: NO CRITICAL AREAS SUCH AS CHANNELS OR UNDERGROUND SPRINGS HAVE BEEN IDENTIFIED WITHIN THE LIMITS OF DISTURBANCE. THERE ARE NO MAPPED FLOODPLAINS ON THIS SITE, HOWEVER THIS SITE IS WITHIN THE DAM INUNDATION ZONE. VII.EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 1.SAFETY FENCE - 3.01 A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. SAFETY FENCE SHALL BE INSTALLED AROUND THE LIMITS OF DISTURBANCE TO PREVENT PEDESTRIAN TRAFFIC ON SITE. 2.CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK SHALL BE INSTALLED. DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE RIGHT-OF-WAY. 3.SILT FENCE - 3.05 A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 4.SUPER SILT FENCE - 3.05 REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 5.STORM DRAIN INLET PROTECTION - 3.07 ALL STORM SEWER INLETS SHALL BE PROTECTED WITH THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AS SHOWN ON THE E&S PHASE II PLANS AND E&S DETAILS. 6.OUTLET PROTECTION - 3.18 INSTALLATION OF RIP-RAP OR STILLING BASINS TO REDUCE EROSION FROM SCOURING AT OUTLETS AND REDUCE VELOCITIES. 7.TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED. CONTRACTOR TO VERIFY SELECTION OF SEED MIXTURE WITH EROSION AND SEDIMENT CONTROL INSPECTOR. 8.PERMANENT SEEDING - 3.32 THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. VIII.SEQUENCE OF CONSTRUCTION: PHASE I 1.OBTAIN ALL NECESSARY PERMITS. 2.CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING, AND INSTALL PERIMETER CONTROLS AS DETAILED IN THE FOLLOWING SEQUENCE IN COORDINATION WITH EROSION & SEDIMENT PHASE 1. 3.INSTALL INLET PROTECTION AS SHOWN. 4.INSTALL INLET AND OUTLET CONTROL PROTECTION. 5.INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT PHASE 1. 6.ESTABLISH PERIMETER CONTROLS INCLUDING SILT FENCE, SUPER SILT FENCE, SAFETY FENCE, AND TREE PROTECTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. NOTE: THE CONTRACTOR SHALL OBTAIN COUNTY E&S INSPECTOR APPROVAL OF THE PERIMETER CONTROLS FOR EACH DRAINAGE AREA PRIOR TO CLEARING THE REMAINDER OF THE DRAINAGE AREA AS THE PERIMETER CONTROLS ARE COMPLETED. CONTRACTOR MAY BEGIN CONSTRUCTION ACTIVITIES ASSOCIATED WITH PHASE II BELOW WITHIN EACH DRAINAGE AREA ONCE THE COUNTY INSPECTOR HAS APPROVED THE ASSOCIATED PERIMETER CONTROLS. NO WORK SHALL BE DONE IN DRAINAGE AREAS WHERE THE PERIMETER CONTROLS HAVE NOT YET BEEN INSTALLED OR APPROVED BY THE COUNTY INSPECTOR EXPECT AS IS REQUIRED TO INSTALL THOSE EROSION CONTROLS. PHASE II 1.CLEAR, GRUB, AND ROUGH GRADE THE SITE AREAS AND AS DEPICTED ON THE PLAN. 2.RELOCATE ALL EXISTING FEATURES AS SHOWN ON GRADING AND UTILITY PLAN. 3.DIG TRENCHES NECESSARY FOR UTILITY PLACEMENT IN ACCORDANCE WITH MS-16. 4.INSTALL UTILITIES AS SHOWN ON THE UTILITY PLAN. 5.REMOVE ANY EXCESS SOIL IF NEEDED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY DISTURBANCE OFFSITE AND FOR ANY REQUIRED PERMITS. 6.NSTALL INLET AND OUTLET PROTECTION AS SHOWN. 7.INSTALL CURB AND GUTTER. 8.LAY BASE AGGREGATE FOR DRIVE AND PARKING AREAS. 9.PREPARE SITE FOR PAVING, APPLYING HEAVY DUTY SECTIONS WITHIN AREAS DEFINED ON THE SITE PLAN. 10.PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPE ISLANDS/GRASS AREAS PER LANDSCAPE PLAN. 11.INSTALL LANDSCAPE PLANTINGS IN ACCORDANCE WITH THE LANDSCAPE PLAN. 12.NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL FROM THE COUNTY E&S INSPECTOR. 13.OBTAIN CONCURRENCE FROM THE INSPECTOR THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY EROSION CONTROL MEASURES. X.STABILIZATION: TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. XI.STORM WATER RUNOFF/ADEQUATE OUTFALL CONSIDERATIONS: THE SITE RUNOFF IS COLLECTED AND CONTROLLED IN SEVERAL CLOSED CONDUIT STORM SYSTEMS. THE MAJORITY OF THE DEVELOPMENT AREA IS COLLECTED AND CONTROLLED THROUGH A PROPOSED UNDERGROUND DETENTION FACILITY. THE DETENTION FACILITY HAS BEEN DESIGNED SUCH THAT OUR OVERALL POST-DEVELOPED RUNOFF FROM THE SITE IS LESS THAN THE PRE-DEVELOPED RUNOFF FROM THE SITE. PLEASE REFER TO THE STORMWATER MANAGEMENT DESIGN COMPUTATIONS AND DETAILS WITHIN THIS PLAN FOR ADDITIONAL INFORMATION. XII.CALCULATIONS: NO EROSION CONTROL CALCULATIONS ARE REQUIRED. XIII.OTHER IMPORTANT NOTES: 2.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 3.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND/OR SITE INSPECTOR. 5.ALL EROSION AND SEDIMENT CONTROL MEASURES FOR EACH DRAINAGE AREA DEPICTED ON THE PHASE I PLAN SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 6.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. WATER TRUCKS SHALL BE UTILIZED IN THE EVENT THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES. 7.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 ONTO ADJACENT PROPERTIES. 8.THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. 9.SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL BY THE CONTRACTOR. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. 10.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 11.NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS. 12.NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 13.ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. 14. MONITORING REPORTS WILL BE SUBMITTED TO PRINCE WILLIAM COUNTY BY THE RESPONSIBLE LAND DISTURBER. EROSION AND SEDIMENT CONTROL NOTES 1.UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 2.FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3.ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 4.ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 5.THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. 6.THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL. 7.ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 8.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 9.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. 10. CONTRACTOR TO USE A WATER TRUCK OR COMPARABLE WATER SOURCE TO PROVIDE WATER TO THE CONSTRUCTION ENTRANCE WASH RACK. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - EROS - 1.dwg, 6/15/2023 11:09:13 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - EROS - 1----->LAYOUT: C-604 - EROS DETAILSNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-604 EROSION AND SEDIMENT CONTROL DETAILS EROS Y:\Jurisdictional Support\Virginia\Virginia Erosion\Details\Images\PNG\3-31-B-TEMP-SEEDING-CHART.png H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - EROS - 1.dwg, 6/15/2023 11:09:14 AM, AutoCAD PDF (General Documentation).pc3 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW L O W LO W LO W LOWLOWLOWU.S. R T E . 1 1 - M A R T I N S B U R G P I K E W E SNAD83 NAD83STM EX-0 STM EX-1 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANESTM EX-2 STM EX-3 STM EX-4 PROP SAWCUT (TYP) W50-FB PROTOTYPE AREA = 6,049 SF 78 SPACES FFE - 703.00 MAIN ENTRANCE REAR ENTRANCE PROP. CANOPY LIGHT (TYP) 15 12 8 8 9 13 5 8 PROP. EMERGENCY SHUT-OFF PROP SITE LIGHT (TYP.) PROP SITE LIGHT (TYP.) PROP SITE LIGHT (TYP.) W E PROP 4' ROW DEDICATION PROP 4' ROW DEDICATION SL SL SL SL W L W L WLWLWLWLC/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O C/O W L WL WLWLWLWL WL WL WL WLSSS S S SL SL SL SL SLVARIABLE WIDTH FREDERICK WATER EASEMENT PROP. ± 7,500 CF UNDERGROUND DETENTION VAULT SYSTEM INVERT = 693.60 VARIABLE WIDTH FREDERICK WATER EASEMENT 702 701700701705698701 701 701 702702702 69 8 69 4 69 5 69 6 70 2 702 702 70270 2 7 0 2702 70270 1 70 0 69 9 70 1 702702 7037047037023 QR 13 IV 13 IV 24 ICHG 4 GD 1 QR 1 QR 1 QC 1 QR 1 ZSGV 3 MV 3 CK 39 IGS 1 QR 2 ZSGV 3 CK 15 ICHG 3 GD 5 BN 1 QC 1 QC 3 CK 16 IGS 1 ZSGV 1 QC 5 CC 36 IGS 1 ZSGV PROP. MULCH LINE (TYP.) PROP. MULCH LINE (TYP.) PROP. MULCH LINE (TYP.) PROP. MULCH LINE (TYP.) PROP. MULCH LINE (TYP.) PROP. MULCH LINE (TYP.) AREA TO BE SODDED AREA TO BE SODDED AREA TO BE SODDED AREA TO BE SODDED AREA TO BE SODDED AREA TO BE SODDED 1 QR 14 ICHG 23 IV PROP. RIVER STONE 5' 25 ' I N A C T I V E B U F F E R 25 ' A C T I V E B U F F E R AREA TO BE SODDED LOW LOW LOW LOW LOW LOW LO W LO W LO W LO W LO W LOWLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES BN 5 BETULA NIGRA MULTI STEM RIVER BIRCH 3" CAL.B+B GD 7 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 3" CAL.B+B QC 5 QUERCUS COCCINEA SCARLET OAK 3" CAL.B+B QR 9 QUERCUS RUBRA RED OAK 3" CAL.B+B ZSGV 5 ZELKOVA SERRATA 'GREEN VASE'GREEN VASE ZELKOVA 3" CAL.B+B SUBTOTAL:31 ORNAMENTAL TREES CK 9 CORNUS KOUSA KOUSA DOGWOOD 2 1/2" CAL.B+B MV 8 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 2 1/2" CAL.B+B SUBTOTAL:17 SHRUBS IV 71 ITEA VIRGINICA 'HENRY'S GARNET'GARNET SWEETSPIRE 18" HT. MIN.3 GALLON ICHG 53 ILEX CRENATA 'HOOGENDORN'HOOGENDORN JAPANESE HOLLY 18" HT. MIN.3 GALLON IGS 75 ILEX GLABRA 'SHAMROCK'SHAMROCK INKBERRY HOLLY 18" HT. MIN.3 GALLON SUBTOTAL:199 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - LSCP - 1----->LAYOUT: C-701 - LANDSCAPE PLANNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023C-701 LANDSCAPE PLAN LSCP 1"=30' 0 307.51530 LEGEND NICHOLAS T GEORGAS Cert. No. 001653 LANDS C APE A R C H ITECT5/13/2022 PARKING LOT LANDSCAPED AREA = 2,512 SF IMPERVIOUS AREA IMPERVIOUS AREA = 74,259 SF PERIMETER LANDSCAPING SECTION 165-202.01 (13A) IMPERVIOUS AREA = 74,259 SF PERIMETER TREES REQUIRED: 74,259 SF / 2,000 SF = 38 PROPOSED PERIMETER TREES = 40 3' HIGH ROW OF EVERGREEN SHRUBS PROVIDED INTERIOR LANDSCAPING SECTION 165-202.01 (13B) PARKING LOT AREA = 49,920 SF REQUIRED PARKING LOT LANDSCAPE AREA = 49,920 X 5% = 2,496 SF PROPOSED PARKING LOT LANDSCAPE AREA = 2,512 SF (5%) NUMBER OF PROPOSED PARKING SPACES = 78 REQUIRED INTERIOR PARKING SHADE TREES (1 PER 10 PARKING SPACES): 78 SPACES / 10 = 8 SHADE TREES PROPOSED INTERIOR PARKING SHADE TREES = 8 SHADE TREES (IN PARKING LOT LANDSCAPE AREA) 1"=80' 40 20 80080 LANDSCAPE PLAN NOTES 1.ALL LANDSCAPING WILL CONFORM TO THE REQUIREMENTS AND BE IN GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE. SECTION 165-203.01. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - LSCP - 1.dwg, 6/15/2023 11:09:51 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - LSCP - 1----->LAYOUT: C-702 - LANDSCAPE NOTESNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023C-702 LANDSCAPE NOTES AND DETAILS LSCP TREE PLANTING ON SLOPE DETAIL NOT TO SCALE EXISTING GRADE DO NOT WRAP TRUNK PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 12" SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE 12 GAUGE GALVANIZED WIRE GUYS TWISTED REINFORCED RUBBER HOSE (1/2" DIA.) NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS B&B CONTAINER FINISHED GRADE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT NOT TO SCALE 8-12" 24" MINIMUM DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. FOR CONTAINER-GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL-COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. UNDISTURBED SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE EVERGREEN TREE PLANTING DETAIL NOT TO SCALE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 4" BUILT-UP EARTH SAUCER 4-6" DEEPER THAN ROOT BALL BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DO NOT STAKE OR WRAP TRUNK REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE NOT TO SCALE EXISTING SUBSOILMINIMUM 6" TOPSOIL FINISHED GRADE PERENNIAL/GROUND COVER PLANTING DETAIL 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH D DD TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER PLANTING DECIDUOUS TREE PLANTING DETAIL 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. NOT TO SCALE 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE DO NOT STAKE OR WRAP TRUNK PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D.MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E.FERTILIZER 1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F.PLANT MATERIAL 1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A.CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1.PLANTS: MARCH 15 TO DECEMBER 15 1.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: ·1 PART PEAT MOSS ·1 PART COMPOSTED COW MANURE BY VOLUME ·3 PARTS TOPSOIL BY VOLUME ·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SEEDING SPECIFICATIONS 1.MATERIAL: 1.1.SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1.80% - TURF TYPE TALL FESCUE SEED 1.1.2.10% - KENTUCKY BLUEGRASS SEED 1.1.3.10% - ANNUAL RYE GRASS SEED 1.2.INSTALLATION RATES: 1.2.1.SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2.LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3.FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4.LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5.MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2.EXECUTION AND PREPARATION: 2.1.A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2.ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3.PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4.AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3.INSTALLATION: 3.1.STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2.EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3.SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4.LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5.FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6.A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4.MAINTENANCE 4.1.FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2.REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: ·TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. ·TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. ·VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS. ·FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. NICHOLAS T GEORGAS Cert. No. 001653 LANDS C APE A R C H ITECT5/13/2022 LANDSCAPE EDGING DETAIL H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - LSCP - 1.dwg, 6/15/2023 11:09:57 AM, AutoCAD PDF (General Documentation).pc3 C-704 LIGHTING PLAN NOTES 1.ALL LIGHTING WILL BE FULLY DOWNCAST, FULL CUTOFF, AND SHIELDED AND IN GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE, SECTION 165-201.07. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:10:11 AM, AutoCAD PDF (General Documentation).pc3 C-705 H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:10:11 AM, AutoCAD PDF (General Documentation).pc3 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM PROFILE - (A-10 TO UNDG) 690 700 710 690 700 710 10+00 10+50 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM PROFILE - (UNDG TO A-50) 690 700 710 690 700 710 10+00 10+50 11+00 11+50 12+00 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM PROFILE - (UNDG TO A-70) 690 700 710 690 700 710 10+00 10+50 11+00 11+50 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM PROFILE - (UNDG TO A-80) 690 700 710 690 700 710 10+00 10+50 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED STORM PROFILE - (EX-1 TO B-10) 690 700 710 690 700 710 10+00 10+50 93.55' -15" RCP @ 0.53% 76.64' -15" RCP @ 0.52% 8.31' - 15" RCP @ 1.20% STM A-30 STM A-50STM A-40 15.00' - 15" RCP @ 0.67% STM A-80 102.27' -15" RCP @ 0.51% 7.50' - 15" RCP @ 4.40% STM A-60 STM A-70 31.22' - 15" RCP @ 2.40% 37.34' - 15" RCP @ 0.51% STM EX-1 STM B-10 PROP 48" MH; HGT (8.16')RIM 701.78INV IN 693.80 (15") A-40INV OUT 693.70 (15")10+08.31PROP CURB INLET; HGT (6.65')RIM 701.26INV OUT 694.80 (15") A-4011+78.50PROP CURB INLET; HGT (6.97')RIM 700.98INV IN 694.30 (15") A-50INV OUT 694.20 (15") A-3010+84.95PROP 48" MH; HGT (8.19')RIM 702.25INV IN 694.03 (15") A-70INV OUT 693.93 (15")10+07.50PROP CURB INLET; HGT (6.83')RIM 701.20INV OUT 694.55 (15") A-6011+09.77PROP CURB INLET; HGT (3.97')RIM 701.00INV OUT 697.25 (15") EX-110+37.34PROP CURB INLET; HGT (6.68')RIM 701.10INV OUT 693.70 (15")10+15PROP. GRADE PROP. GRADE PROP. GRADE PROP. GRADE PROP. GRADE 15.00' - 15" RCP @ 0.67% 15.00' - 15" RCP @ 0.67% 15.00' - 15" RCP @ 0.67% 15.00' - 15" RCP @ 0.67% PROP. UNDERGROUND DETENTION SYSTEM INV=693.60 PROP. UNDERGROUND DETENTION SYSTEM INV=693.60 PROP. UNDERGROUND DETENTION SYSTEM INV=693.60 10+46PROP 34" WATER LATERAL X-ING3.5'MINIMUMPROP. CLASS A1 RIP-RAP 10 YR HGL 10 YR HGL 10 YR HGL BTM STM 696.47' TOP WTR 698.92' CLEAR: 2.45'PROP UNDERGROUND DETENTION SYSTEMINV OUT 693.50 (15") A-1010+31.22STM UNDG 10 YR HGL 10 YR HGL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROPOSED SANITARY PROFILE - ( EX-10 TO A-20) 690 700 710 690 700 710 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 275.85' -8" SAN CL 52 DIP @ 0.96% 39.43' - 8" SAN CL 52 DIP @ 0.63% SAN EX-1 PROP. GRADE 3.5'MINIMUMBTM WTR 699.50' TOP SAN 697.40' CLEAR: 2.10' PROP EXTERNAL DROP CONNECTION. CONTRACTOR SHALL CORE DRILL EXISTING MANHOLE PROP. 48" MH; HGT (8.55')RIM 704.70INV IN 696.35 (8")INV OUT 696.15 (8")12+75.85PROP. 48" MH; HGT (7.70')RIM 704.30INV OUT 696.60 (8")INV OUT 696.70 (6")13+15.29SAN 1 SAN 2 INV IN 693.50TP DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - PUTL - 1----->LAYOUT: C-801 - UTILITY PROFILESNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-801 UTILITY PROFILES PUTL 1"=50' 0 5012.52550 1"=5' 2.5 1.25 505 GENERAL NOTES 1.CONTRACTOR TO VERIFY ALL STRUCTURE SIZES PRIOR TO ORDERING ANY STRUCTURES. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - PUTL - 1.dwg, 6/15/2023 11:10:48 AM, AutoCAD PDF (General Documentation).pc3 STATE RTE 839 - AMOCO LANE 15" RCP701702 702 70 3 EYE OB- OB- PROP. 280' SIGHT D I S T A N C E L I N E PROP. 280' SIGHT DIST A N C E L I N E 10+00 11+00 12+00 13+00 14+00 15+00 15+60 10+50 11+50 12+50 13+50 14+50 15+50 W E SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL SIGHT DISTANCE PROFILE - AMOCO LANE 700 710 700 710 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 EYE OB-PROP. 280' SIGHT DISTANC E L I N E 3.5'3.5'OB-3.5'PROP. 280' SIG H T D I S T A N C E L I N E DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - PLOS - 1----->LAYOUT: C-802 - SIGHT DISTANCE PROFILESNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-802 SIGHT DISTANCE PROFILES UTIL 1"=50' 0 5012.52550 1"=5' 2.5 1.25 505 H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - PLOS - 1.dwg, 6/15/2023 11:11:35 AM, AutoCAD PDF (General Documentation).pc3 LOWLOWLOWLOWLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD 70270170 0 702702 70210+00 11+0011+06.2810+50 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL U.S. ROUTE 37 - MARTINSBURG PIKE ENTRANCE PROFILE 700 710 700 710 10+00 10+50 11+00 11+50 PROP. GRADE 9+50 10+00 10+50701.79701.8711+00701.9311+50 12+00 2.00%2.00%0.91%WELOWLOWLOWLOWLOWLOWL O W LOWLODLODLODLODLODLODLODLODLODLODSTATE RTE 839 - AMOCO LANE30'30'20'10'10'65.63'20'20'16.5'28'3' 4' 15' 24' 22.7'40'C/OC/OC/OC/OC/OTP705 702 702702703704 703 702 10+0010+5010+50 WESCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL AMOCO LANE ENTRANCE PROFILE 700 710 700 710 10+00 10+50 PROP. GRADE 10+25PROP 4' ROW DEDICATION9+50 10+00 702.8710+50702.0811+00 2.40% 2.50%1.00%DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - PROD - 1----->LAYOUT: C-803 - ENTRANCE PROFILESNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-803 ENTRANCE PROFILES PROD 1"=30' 0 307.51530 1"=50' 0 5012.52550 H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - PROD - 1.dwg, 6/15/2023 11:12:21 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-901 - CONSTRUCTION DETAILS 1NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-901 CONSTRUCTION DETAILS CNDS NOT TO SCALE PAVEMENT WIDENING DETAIL SLOPE VARIES PROP. PAVEMENT EX. PAVEMENT SAWCUT LINE1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 7.1 PER GEOTECHNICAL REPORT PREPARED BY ECS MID-ATLANTIC, LLC, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA PINE MOTOR CAR PROPERTY, DATED 12/16/21 (PROJECT #01:31231). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: 2" FINISH ASPHALT BIT. CONC. (SM-12.5A) 4" BASE COURSE (BM-25A) 8" STONE BASE (21A/B) TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PROP. 1 1/2" MILL AND OVERLAY EX. ASPHALT TO REMAIN MEET EX. PAVEMENT FLUSH 2. LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG ROUTE 37/11 AND RTE. 839 SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OF A VDOT INSPECTOR AND MATCHING CORE SAMPLES REQUIRED PER WP-2 DETAIL. NOT TO SCALE STANDARD DUTY ASPHALT PAVEMENT SECTION 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 7.1 PER GEOTECHNICAL REPORT PREPARED BY ECS MID-ATLANTIC, LLC, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA PINE MOTOR CAR PROPERTY, DATED 12/16/21 (PROJECT #01:31231). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: 2" ASPHALT SURFACE COURSE (SM-12.A) 4" ASPHALT BINDER COURSE (BM-25A) 8" COMPACTED STONE BASE (21A/B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 2. LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG ROUTE 37/11 AND RTE. 839 SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OF A VDOT INSPECTOR AND MATCHING CORE SAMPLES REQUIRED PER WP-2 DETAIL. NOT TO SCALE HEADER CURB DETAIL 4" 6"18"1.EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2.THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. NOTES: PAVEMENT SURFACE (SEE PAVEMENT DETAIL) 6" REVEAL 2" RADIUS1/4" RADIUS FINISHED GRADE NOT TO SCALE HEAVY DUTY CONCRETE SECTION 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 7.1 PER GEOTECHNICAL REPORT PREPARED BY ECS MID-ATLANTIC, LLC, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA PINE MOTOR CAR PROPERTY, DATED 12/16/21 (PROJECT #01:31231). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE.. NOTE: 6x6 WWM (10 GA.) 8" CONCRETE 8" COMPACTED STONE BASE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOT TO SCALE STANDARD DUTY CONCRETE SECTION 6" CONCRETE 6" COMPACTED STONE BASE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 6x6 WWM (10 GA.) 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 7.1 PER GEOTECHNICAL REPORT PREPARED BY ECS MID-ATLANTIC, LLC, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA PINE MOTOR CAR PROPERTY, DATED 12/16/21 (PROJECT #01:31231). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: NOT TO SCALE CONCRETE CURB & GUTTER DETAIL 2'-0" 6"1"6"1"PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 1. 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 & GUTTER COLLECTOR CURB & GUTTER6"PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 5"NOTES: 1-1/2"R 1-1/2"R NOT TO SCALE CONCRETE SIDEWALK DETAIL VARIES 3:1 MAX. 3 : 1 M A X . 3 : 1 M A X .3:1 MAX. 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. 2% MAX. CROSS SLOPE NOTE: COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT)4" THICK, COMPACTED STONE BASE (TYPE 2a) 4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 2' MIN. CLEAR ZONE (TYP., LT. & RT.) NOT TO SCALE CURB BREAK DETAIL 3' TAPER _' CURB BREAK 3' TAPER GUTTER PAN 3' RIP-RAP PAD 3' TAPER _' CURB BREAK 3' TAPER ELEVATION PLAN PAVED SURFACE/ CONC. PAD STD. CURB (PER SITE PLAN) 1" RADIUS H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:12:42 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-902 - CONSTRUCTION DETAILS 2NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-902 CONSTRUCTION DETAILS CNDS H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:12:43 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-903 - CONSTRUCTION DETAILS 3NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-903 CONSTRUCTION DETAILS CNDS H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:12:44 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-904 - CONSTRUCTION DETAILS 4NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-904 CONSTRUCTION DETAILS CNDS H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:12:45 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - OCDS - 1----->LAYOUT: C-905 - WAWA SITE DETAILS 1NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-905 WAWA SITE DETAILS OCDS NOTE THE ABOVE DETAILS ARE PROVIDED BY OTHERS BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THIS DETAIL AND/OR STRUCTURAL FAILURE SITE ROADWAY PROPOSED WAWA FOOD MARKET (W50 FRONT/BACK TOWER) (01/30/2013) W/ REMOTE TRASH COMPOUND (5,585 SF) PROPOSED WAWA FOOD MARKET (02/18/2013) (W40 TOWER FRONT/BACK W/ REMOTE TRASH) (4,685 S.F.) PROPOSED WAWA FOOD MARKET (W50 TOWER W/ REMOTE TRASH) (10/21/2012) (5,051 SF) PROPOSED WAWA FOOD MARKET (W45 TOWER W/ REMOTE TRASH) (04/15/2013) (4,670 S.F.) TYPICAL PLANTER DRIP IRRIGATION SCALE: N.T.S.REV.:2014.03.05 WW P1 SCALE: N.T.S.REV.:2014.03.05 WW P2 SCALE: N.T.S.REV.:2014.03.05 WW T4 SCALE: N.T.S.REV.:2014.03.05 WW T5 SCALE: N.T.S.REV.:2014.03.05 WW P7 SCALE: N.T.S.REV.:2014.03.05 WW P8 SCALE: N.T.S.REV.:2014.03.05 WW P9 SCALE: N.T.S.REV.:2014.03.05 WW P10 SCALE: N.T.S.REV.:2014.03.05 WW P16 SCALE: N.T.S.REV.:2014.03.05 WW T6 SCALE: N.T.S.REV.:2014.03.05 WW P3 SCALE: N.T.S.REV.:2014.03.05 WW P4 SCALE: N.T.S.REV.:2014.03.05 WW P5 SCALE: N.T.S.REV.:2014.03.05 WW A1 SCALE: N.T.S.REV.:2014.03.05 WW P12 SCALE: N.T.S.REV.:2014.03.05 WW A2 SCALE: N.T.S.REV.:2014.03.05 WW P11 SCALE: N.T.S.REV.:2014.03.05 WW P11 SCALE: N.T.S.REV.:2014.03.05 WW P11 SCALE: N.T.S.REV.:2014.03.05 WW P11 SCALE: N.T.S.REV.:2014.03.05 WW P13 H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - OCDS - 1.dwg, 6/15/2023 11:12:55 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - OCDS - 1----->LAYOUT: C-906 - WAWA SITE DETAILS 2NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-906 WAWA SITE DETAILS OCDS NOTE THE ABOVE DETAILS ARE PROVIDED BY OTHERS BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THIS DETAIL AND/OR STRUCTURAL FAILURE ONLY EMPLOYEE PARKINGOR TRUCK NO VAN PARKING AIR PUMP PARKING ONLY MOUNTABLE CURB DETAIL EMERGENCY FUEL PUMP SHUT-OFF LIGHT POLE WITH STANDARD ANCHORING DETAIL SECTION BACKING PLATE END POST ONLY ELEVATION SCALE: N.T.S.REV.:2014.03.05 WW T1 SCALE: N.T.S.REV.:2014.03.05 WW T3 SCALE: N.T.S.REV.:2014.03.05 WW T7 SCALE: N.T.S.REV.:2014.03.05 WW T2 SCALE: N.T.S.REV.:2014.03.05 WW A8 SCALE: N.T.S.REV.:2014.03.05 WW A5 SCALE: N.T.S.REV.:2014.03.05 WW A4 SCALE: N.T.S.REV.:2014.03.05 WW A3 SCALE: N.T.S.REV.:2014.03.05 WW A7 SCALE: N.T.S.REV.:2014.03.05 WW A6 SCALE: N.T.S.REV.:2014.03.05 WW P14 SCALE: N.T.S.REV.:2014.03.05 WW P15 SCALE: N.T.S.REV.:2014.03.05 WW T8 12" INTERLOCKING VERTICAL PICKETS 8' SPACING ON CENTER VERTICAL POST HORIZONTAL RAIL NOTES: 1.VERTICAL AND HORIZONTAL MEMBER TO BE SPECIFIED BY FENCING MANUFACTURER. 2.CONTRACTOR TO PROVIDE ALL HARDWARE NECESSARY FOR FENCE CONSTRUCTIONS AND OPERATION, PER SITE DESIGN. INSTALLATION SHALL COMPLY WITH MANUFACTURER'S REQUIREMENTS. 3.FENCE DETAIL ONLY APPLIES TO FENCE WITHOUT PRIVACY SLATS. 4.FENCE TO BE INSTALLED FOLLOWING SITE GRADING. 5.FENCE TO BE INSTALLED ONE FOOT WITHIN PROPERTY LINE WHERE SHOWN ON PROPERTY LINE ON SITE PLAN. 6.VIBRATE OR TAMP BACKFILL FOR CONSOLIDATION SURROUNDING FENCE POSTS SCALE: N.T.S.REV.:2021.06.14 WW A7a AA SCALE: N.T.S.REV.:2021.07.26 WW T9 H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - OCDS - 1.dwg, 6/15/2023 11:12:57 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - OCDS - 1----->LAYOUT: C-907 - WAWA SITE DETAILS 3NOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-907 WAWA SITE DETAILS OCDS NOTE THE ABOVE DETAILS ARE PROVIDED BY OTHERS BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THIS DETAIL AND/OR STRUCTURAL FAILURE ONE WAY CLEAN-OUT TWO WAY CLEAN-OUT (USE WITHIN 5' OF BUILDING ONLY) SCALE: N.T.S.REV.:2014.03.05 WW X1 SCALE: N.T.S.REV.:2014.03.05 WW S2 GREASE TRAP NOTES 1.TANK SECTIONS SHALL BE BOLTED TOGETHER. 2.WATERTIGHT BOLT DOWN FRAME AND COVERS ARE REQUIRED. 3.PENETRATIONS SHALL HAVE BOOTS. 4.CONTRACTOR SHALL COORDINATE INSTALLATION AND INSPECTIONS WITH BOTH FREDERICK COUNTY INSPECTIONS DEPARTMENT AND FREDERICK WATER. H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - OCDS - 1.dwg, 6/15/2023 11:12:58 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-908 - UTILITY DETAILSNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-908 UTILITY DETAILS CNDS NOTE THE ABOVE DETAILS ARE PROVIDED BY OTHERS BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THIS DETAIL AND/OR STRUCTURAL FAILURE H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:13:10 AM, AutoCAD PDF (General Documentation).pc3 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\20\V202185\DRAWINGS\PLAN SETS\SITE PLAN\V202185 - CNDS - 1----->LAYOUT: C-909 - UTILITY DETAILSNOTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: V202185 DSH DBR 3/7/2022 -5 SITE PLAN LOCATION OF SITE 1544 MARTINSBURG PIKE WINCHESTER, VA 22603 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA (SP) #13-22 ALWAYS CALL 811 It's fast. It's free. It's the law. 1 2 3 4 5 REVISION 5 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/1/2022 COUNTY AND VDOT COMMENTS MCS DBR 8/12/2022 VDOT COMMENTS MCS DBR 9/8/2022 COUNTY AND VDOT COMMENTS JPN DBR 9/21/2022 FOR APPROVAL JPN DBR 2/17/2023 SIGNATURE / IFC JPN DBR 2/17/2023 ISSUED FOR CONSTRUCTION 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.comTM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTENAUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©SITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYINGPROGRAM MANAGEMENTLANDSCAPE ARCHITECTURESUSTAINABLE DESIGNPERMITTING SERVICESTRANSPORTATION SERVICESBOHLER Jun 15, 2023Lic. No.046960 JOHN C. WRIGHT 2/17/2023 C-909 UTILITY DETAILS CNDS NOTE THE ABOVE DETAILS ARE PROVIDED BY OTHERS BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THIS DETAIL AND/OR STRUCTURAL FAILURE H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:13:11 AM, AutoCAD PDF (General Documentation).pc3 C-1001 FOR REFERENCE ONLY H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:13:11 AM, AutoCAD PDF (General Documentation).pc3 C-1002 FOR REFERENCE ONLY H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:13:12 AM, AutoCAD PDF (General Documentation).pc3 C-1003FOR REFERENCE ONLY H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:13:12 AM, AutoCAD PDF (General Documentation).pc3 C-1004 FOR REFERENCE ONLY H:\20\V202185\Drawings\Plan Sets\Site Plan\V202185 - CNDS - 1.dwg, 6/15/2023 11:13:13 AM, AutoCAD PDF (General Documentation).pc3