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27-23 Site Plan© 2023 Microsoft Corporation © 2023 TomTom C-101 COVER SHEET SITE PLAN DOCUMENTS STORE #6619 LOCATION OF SITE CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 PIN #: 64 A 92 SHAWNEE MAGISTERIAL DISTRICT SITE PLAN REFERENCE: #27-23 SITE DATA ZONING B2 (GENERAL BUSINESS) PROPERTY AREA 2.79 AC LIMIT OF DISTURBANCE 2.53 AC REQUIRED SETBACKS FRONT: 35' BACK: 0' SIDE: 50' BUILDING AREA EXISTING 0 SF PROPOSED 5,915 SF BUILDING TYPE U59-FB CANOPY TYPE SLOPED CANOPY CONFIGURATION STACKED NUMBER OF MPDS 8 TYPE OF MPDS (8) 4+1 PARKING PARKING REQUIRED (RETAIL USE)1 SPACE PER 200 SF = 30 SPACES PARKING PROVIDED 64 SPACES # ADA SPACES 3 SPACES # OF TRUCK/ OVERSIZED PARKING 0 SPACES SQ. FT. OF ASPHALT INSIDE OF ROW ±41,219 SF SQ. FT. OF LAWN AREA (TO BE MOWED)47,596 SF SQ. FT. OF MULCH AREAS 8,813 SF FLOOR AREA RATIO 0.05 CUT 551 CY (SEE NOTE 1) FILL 6,295 CY (SEE NOTE 1) GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: "ALTA/NSPS LAND TITLE SURVEY, BLACKWOOD - MILLWOOD PIKE" PREPARED BY: BOHLER 12825 WORLDGATE DRIVE, SUITE 700 HERNDON, VA 20170 DATED: 03/28/2023 REVISED: 11/10/2023 ELEVATIONS: NAVD88 ROW JURISDICTION ¨VIRGINIA DEPARTMENT OF TRANSPORTATION DISTRICT 8 (STAUNTON) CONTACT: RANDY S. KISER, P.E. - DISTRICT ADMINISTRATOR 811 COMMERCE ROAD STAUNTON, VIRGINIA 24401 (434) 332-9075 ¨TRAFFIC, STORMWATER, WATER, & SEWER FREDERICK COUNTY PUBLIC WORKS 107 N KENT STREET WINCHESTER, VA 22601 PHONE: (540) 665-6543 GOVERNING AGENCIES ¨PLANNING, ZONING AGENCY FREDERICK COUNTY DEPARTMENT OF PLANNING & DEVELOPMENT 107 N KENT STREET WINCHESTER, VA 22601 PHONE: (540) 665-5651 ¨BUILDING DEPARTMENT FREDERICK COUNTY BUILDING INSPECTIONS 107 N KENT STREET WINCHESTER, VA 22601 PHONE: (540) 665-5650 ¨FIRE DEPARTMENT FREDERICK COUNTY FIRE AND RESCUE 1080 COVERSTONE DRIVE WINCHESTER, VA 22602 PHONE: (540) 665-5618 CONSTRUCTION STANDARDS ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: ¨VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS ¨VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS ¨MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ¨VIRGINIA WORK AREA PROTECTION MANUAL * THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS E & S NOTE: “PER THE VDOT 2016 ROAD AND BRIDGE SPECIFICATION 107.16(A): FOR PROJECTS THAT DISTURB 10,000 SQUARE FEET OR GREATER OF LAND, A CERTIFIED EROSION AND SEDIMENT CONTROL CONTRACTOR MUST BE IN RESPONSIBLE CHARGE OF ALL REGULATED LAND DISTURBING ACTIVITIES WITHIN VDOT RIGHTS-OF-WAY.” GEOTECHNICAL NOTE: “INSPECTION SERVICES SHALL BE PROVIDED UTILIZING THE SERVICES OF A LICENSED GEOTECHNICAL ENGINEER TO PERFORM THE REQUIRED INSPECTION AND TESTING.” TRAFFIC CONTROL NOTE: “THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT, PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTROL; PERSONNEL, ETC. TO CONTROL TRAFFIC DURING CONSTRUCTION WITHIN VDOT RIGHT OF WAY. ALL TRAFFIC CONTROL SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS, GUIDELINES, POLICIES AND OBJECTIVES OF THE LATEST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL, MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ALL VDOT PERMITS.” MAINTENANCE OF TRAFFIC PLAN NOTE: “ANYONE SUBMITTING A MAINTENANCE OF TRAFFIC PLAN WHICH IS PART OF A TRAFFIC MAINTENANCE PLAN SHALL ALSO SUBMIT THE ACCREDITATION NUMBER FOR TAKING THE VDOT ADVANCED TRAFFIC CONTROL TRAINING.” NOTES: 1. CUT AND FILL VOLUMES ARE APPROXIMATE AND ARE PROVIDED FOR INFORMATION PURPOSES ONLY. ISSUED FOR CONSTRUCTION SIGNATURE DATE SIGNATURE DATE PROJECT # REVISION DATE: THIS DOCUMENT IS NOT ISSUED BY BOHLER FOR CONSTRUCTION WITHOUT (3) SIGNATURES SIGNATURE DATE SWM SITE INFORMATION VAHU6 WATERSHED CODE:PU16 RECEIVING CHANNEL:OPEQUON CREEK - SULPHUR SPRING RUN EXISTING ON-SITE IMPERVIOUS COVER:0.41 AC PROPOSED ON-SITE IMPERVIOUS COVER:1.64 AC TOTAL LAND DISTURBANCE:2.53 AC FEMA FLOOD ZONE FIRM PANELS 51069C0217E & 51069C0219ESCALE: 1"=1000' MICROSOFT CORPORATION COPYRIGHT 2016 OWNER MARLOW INVESTMENTS LC707 N COMMERCE AVEFRONT ROYAL, VA 22630 DEVELOPER C-STORE DEVELOPER LLC7301 BOULDER VIEW LANENORTH CHESTERFIELD, VIRGINIA 23225CONTACT: MARC GREENBERGPHONE: (804)320-0422 FOR CONTACT: RYAN YAUGER, P.E. PREPARED BY DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-101 COVER SHEETAHTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Mar 12, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 LOCATION MAP FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL SIGNATURE DATE RESPONSIBLE LAND DISTURBER SIGNATURE RLD DATE SITE PLAN VALID FOR FIVE (5) YEARS PROPOSED USE 5,915 SF CONVENIENCE STORE WITH RETAIL AND FOOD SALES AND SIXTEEN (16) PUMP FUELING STATION. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 NOTES AND LEGENDS C-102 GENERAL NOTES C-103 ALTA C-201 DEMOLITION PLAN C-202 SITE PLAN C-301 FIRE LANE PLAN C-302 TRUCK MOVEMENT PLAN C-303 GRADING PLAN C-401 STORMWATER DETAILS C-402 - C-403 UTILITY PLAN C-501 PHASE I EROSION AND SEDIMENT CONTROL PLAN C-601 PHASE II EROSION AND SEDIMENT CONTROL PLAN C-602 EROSION AND SEDIMENT CONTROL NOTES C-603 EROSION AND SEDIMENT CONTROL DETAILS C-604 LANDSCAPE PLAN C-701 LANDSCAPE NOTES AND DETAILS C-702 IRRIGATION PLAN C-703 PHOTOMETRIC PLAN (BY OTHERS)C-704 LIGHTING DETAILS (BY OTHERS)C-705 - C-706 UTILITY PROFILES C-801 UTILITY COMPUTATIONS C-802 SIGHT DISTANCE PROFILES C-810 CONSTRUCTION DETAILS C-901 - C-902 WAWA SITE DETAILS C-903 - C-904 MAINTENANCE OF TRAFFIC PLAN C-905 PRE-DEVELOPMENT DRAINAGE AREA MAP C-910 POST-DEVELOPMENT DRAINAGE AREA MAP C-911 STORMWATER MANAGEMENT PLAN C-912 STORWMATER CALCULATIONS C-913 - C-915 APPROVED PROFFERS C-1000 - C-1003 TOTAL NUMBER OF SHEETS: 40 ISSUED FOR CONSTRUCTION SIGNATURE DATE SIGNATURE DATE PROJECT # REVISION DATE: THIS DOCUMENT IS NOT ISSUED BY BOHLER FOR CONSTRUCTION WITHOUT (3) SIGNATURES SIGNATURE DATE 2/29/2024 2/29/2024 C-102 NOTES AND LEGENDS 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. VA, 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 2.53 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.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-102 NOTES AND LEGENDSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 FREDERICK WATER CONSTRUCTION NOTES 1. FREDERICK WATER’S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FREDERICKWATER.COM 2. THE CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 3. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE FREDERICK WATER INSPECTOR PRIOR TO COMMENCING INSTALLATION OF ANY WATER OR SEWER FACILITIES. CONTRACTOR SHALL ALSO ARRANGE FOR INSPECTION OF SAID FACILITIES BY FREDERICK WATER. OIL WATER SEPARATORS AND/OR GREASE TRAPS MAY BE REQUIRED BY FREDERICK COUNTY BUILDING INSPECTIONS. BOTH FREDERICK COUNTY BUILDING INSPECTIONS AND FREDERICK WATER WILL INSPECT THE INSTALLATION OF THOSE FACILITIES. BOTH INSPECTIONS SHALL BE SCHEDULED BY CONTRACTOR. 4. THE CONTRACTOR SHALL CONNECT A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 5. A NEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A A CUT-IN TEE WITH ACCOMPANYING VALVES. 6. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH FREDERICK WATER’S INSPECTOR. A. ADJUST FREDERICK WATER FACILITIES TO GRADE AS REQUIRED BY THE FREDERICK WATER INSPECTOR. 7. FREDERICK WATER’S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH IN SIZE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE YOKE BAR. B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 20 AND 23 INCHES. D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 8. FOR SERVICES THAT CONNECT TO EXISTING LINES: A. FREDERICK WATER SHALL FURNISH AND INSTALL: i. ALL ⅝”x¾”, ¾”, 1”, 1½” AND 2” WATER SERVICES ii. ALL SEWER SERVICES. B. THE OWNER/DEVELOPER SHALL: i. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT. ii. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES. 9. ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NUMBER 1015 OR 1013. 10. ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NUMBER 1048 OR 1047. ANY PRIVATELY OWNED FIRE LINE, INTERIOR OR EXTERIOR, SHALL ALSO HAVE A FIRE SERVICE METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED. 11. FREDERICK WATER SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF A BUILDING’S: A. DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR ITS B. FIRE SERVICE LINE’S WATER METER AND BACKFLOW PREVENTION DEVICE. 12. DEQ MUST ALSO APPROVE SEWER PUMP STATIONS. FREDERICK WATER REQUIRES A COPY OF DEQ’S CERTIFICATE TO OPERATE AND A COPY OF THE STATION’S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED VDOT CONSTRUCTION NOTES (REVISED 09-19-2017) 1. SUBDIVISIONS ONLY - THESE REQUIREMENTS WERE PREPARED IN ACCORDANCE WITH THEREQUIREMENTS 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 STANARDSAND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) AND COUNTYORDINANCES. 3. IT IS THE INTENT OF THESE DRAWINGS TO SHOW ALL NECESSARY WORK. ANY ITEM OF WORKNOT SPECIFICALLY SHOWN, BUT NECESSARY TO ELIGIBILITY FOR ACCEPTANCE IS HEREBYIMPLIED. 4. A VDOT PERMIT MUST BE OBTAINED PRIOR TO STARTING CONSTRUCTION WITHIN ANY STATEHIGHWAY RIGHTS-OF-WAY. 5. THE CONTRACTOR/OWNER SHALL PERFORM CBR TESTING ON THE SUBGRADE IN ACCORDANCEWITH VDOT SPECIFICATIONS BY A CERTIFIED GEOTECHNICAL ENGINEER TO DETERMINE BASEAND PAVEMENT DESIGNS, AND THIS INFORMATION MUST BE FORWARDED TO VDOT ANDREVIEWED PRIOR TO PLACEMENT OF AGGREGATE BASE. 6. THE CONTRACTOR/OWNER MUST SPECIFY IN WRITING TO VDOT PRIOR TO CONSTRUCTION, THETYPE OF SUBBASE, BASE AND SURFACE PAVEMENT TO BE UTILIZED ON EACH STREET FOR EACHTRAFFIC GROUP. 7. THE CONTRACTOR SHALL NOTIFY VDOT 72 HOURS PRIOR TO PLACEMENT OF BASE MATERIALSAND PRIOR TO THE PLACEMENT OF ASPHALT MATERIAL TO ENSURE VDOT'S ABILITY TO PERFORMTESTING, SUCH AS PROOF-ROLLING, DEPTH CHECKS, COMPACTION, AND CONTAMINATION.OPTION: A CERTIFIED ANALYSIS FROM A PRIVATE ENGINEERING/TESTING FIRM MAY BESUBMITTED WITHIN 7 WORKING DAYS OF THE REQUIRED TESTS. 8. ALL CULVERT AND DRIVEWAY PIPES SHALL BE OF A TYPE APPROVED BY VDOT AND THELOCALITY. NOTE THAT THE USE OF CORRUGATED METAL PIPE IN ANY LOCATION WILL ONLY BECONSIDERED AFTER THE REQUIREMENTS OF STANDARD PC-1, TABLES C AND D OF THE 2016ROAD AND BRIDGE STANDARDS ARE ADDRESSED. 9. ALL ENTRANCE PIPES FOR DRIVEWAYS SHALL BE A MINIMUM OF 12" IN DIAMETER, AND 30' INLENGTH (CONCRETE CULVERTS MAY BE 28' IN LENGTH), UNLESS OTHERWISE APPROVED BYVDOT. DRIVEWAY CULVERTS IN CUL-DE-SACS SHALL BE CONCRETE. SEE APPROVED ROADPLANS FOR THE PROPER CULVERT SIZES. 10. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD BEFORE STARTINGCONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL ERECT STREET SIGNS AND TRAFFIC CONTROL SIGNS AS INDICATED ONTHE SUBDIVISION CONSTRUCTION PLANS. THE SIGNS SHALL CONFIRM TO VDOT AND COUNTYSPECIFICATIONS. ALL RPOPOSED SIGNS ARE TO BE INSTALLED PER STP-1 OF THE 2016 ROADAND BRIDGE STANDARDS. ALL PAVEMENT MARKINGS INSTALLED WITHIN VDOT RIGHT-OF-WAYWILL 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 THEPONDING OF WATER ADJACENT TO THE ROADWAY. 14. SLOPE EASEMENTS WILL BE REQUIRED AT ALL LOCATIONS WHERE THE TOP OF THE CUT OR THETOE OF THE FILL EXCEEDS THE PROPOSED DEDICATION OF RIGHT-OF-WAY. SEE PLAT FOREXACT LOCATION. 15. IF RUNNING WATER IS PRESENT IN ANY OUTLET CHANNEL DURING CONSTRUCTION WHERE DITCHPROTECTION IS REQUIRED, THE BOTTOM OF THE CHANNEL SHALL BE LINED WITH RIP-RAP STONEWITH EC-1 PLACEMENT. FURTHER, EC-2 OR EC-3 MUST HAVE A MINIMUM WIDTH OF 4' IN FILLSECTIONS, AND 5' IN CUT SECTIONS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND SEDIMENT CONTROLSTANDARDS ARE MET, AND THE CONTRACTOR MUST SEED AND MULCH ALL DISTURBED AREASALONG WITH ALL GRADED AREAS WITHIN THE PROPOSED RIGHT-OF-WAY IN ACCORDANCE WITHVDOT STANDARDS AND SPECIFICATIONS. 17. FINAL LOCATIONS OF MANHOLES, VALVES, FIRE HYDRANTS, AND OTHER APPURTENANCES SHALLNOT CONFLICT WITH OR CONSTRICT ROADWAY DRAINAGE. CONTRACTOR SHALL ADJUSTMANHOLES AND/OR DITCH ALIGNMENT TO ENSURE PROPER ROADSIDE DRAINAGE, COMPATIBLEWITH 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 CULVERTINSTALLATIONS WITH A DIAMETER OF 36" OR LARGER. 20. VIDEO INSPECTION MAY BE REQUIRED ON ALL STORM SEWER SYSTEMS PRIOR TO FINALCONSTRUCTION APPROVAL. A VDOT INSPECTOR MUST BE ON-SITE DURING THE VIDEOINSPECTION 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 PRIORTO 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 ESTABLISHEDPRIOR TO THE COMPLETION OF FINE GRADING BY JOINT INSPECTION WITH THE CONTRACTOR,VDOT, AND THE OWNER'S REPRESENTATIVE. ANY GUARDRAIL INSTALLATION, REMOVAL ORADJUSTMENTS MUST BE MADE BY A VDOT-CERTIFIED GUARDRAIL CONTRACTOR. (MUST MEETTHE 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, WHICHINCLUDE MILLING AND OVERLAY OF THE ADJACENT OVERLAY. 24. A PAVEMENT LEVELING COURSE MAY BE REQUIRED TO MEET THE INTENDED CROSS-SLOPE ANDTYPICAL SECTION. 25. ALL STORM STRUCTURES SHALL HAVE IS-1 INVERT SHAPING, AND SL-1'S (SAFETY LANDINGS) WILLBE REQUIRED IN ALL STRUCTURES WITH A DEPTH OVER 12'. ST-1'S (STEPS) ARE REQUIRED INANY STRUCTURE WITH A DEPTH OF 4' OR GREATER. C-103 GENERAL NOTES 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 516.00 515.55TC 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 ±) CSEDIM COMMON SHARED IEDIM INGRESS-EGRESS PADIM PUBLIC ACCESS PUDIM PUBLIC UTILITY SANDIM SANITARY SEWER SIDIM SIGHT DISTANCE STMDIM STORM DRAIN -VAR VARIABLE WIDTHS WDIM WATER PROPOSED EASEMENT LEGEND DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-103 GENERAL NOTESDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781LANDS OF MARLOW INVESTMENTS, L.C. D.B. 798 PG. 300 INSTR. #020009373 TM:64-A-92 ZONING: B2 - GENERAL BUSINESS USE: VACANT - COMMERCIAL "NO BUILDINGS" AREA: 2.790 AC. (R) OR 121,402 S.F. OR 2.787 AC. (M) S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LO D LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW 1"=30' 0 307.51530 NOTES 1. CONTRACTOR TO COORDINATE WITH UTILITYCOMPANY PRIOR TO THE EXCAVATION ANDDEMOLITION OF EXISTING UTILITY LINES. 2. CONTRACTOR TO COORDINATE WITH GAS COMPANYFOR THE RELOCATION OF GAS PIPE MARKERS. 3. DEMOLITION ALONG PRINCE FREDERICK DRIVEOUTSIDE LOD TO BE COMPLETED AS PART OF ASEPARATE ROAD WIDENING PROJECT BY OTHERS. C-202 DEMOLITION PLAN DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-DEMO-VAC230040.00-0A----->LAYOUT: C-202 DEMOLITION PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW PR. CG-6PR. CG-6PR. R.O.W.PR. R.O.W.LAST 2' OF CURB TO BE NOSED DOWN TIE INTO EX. EP50'RPR. EP PR. 4' PAVED SHOULDER TIE INTO EX. EP LIMITS OF MILL AND OVLERLAY PROP. ROADWIDENING BYOTHERS PROP. FREDERICK WATER EASEMENT (SEE ONE LOGISTICS PARK PLAN BY GORDON, DATED 10/04/2023) PAVEMENT MARKINGS BY OTHERS MAIN ENTRANCE REAR ENTRANCE 10' B U F F E R 35' SETBACK10' BUFFER35' SETBACK10' BUFFER10' BUFF E R 10' BUFFER10' BUFFERU59- F B PRO T O T Y P E ARE A = 5 , 9 1 5 S F 64 S P A C E S FFE = 6 9 4 . 5 0 HEI G H T = ± 3 3 . 5 0 '55.00'130.0 0 ' 12 9 9 9 9 50' SE T B A C K 8 PROP TANK VENT PROP FUEL CANOPY PROP. 4" YELLOW PAINT STRIPING (TYP.) PROP. 4" YELLOW PAINT STRIPING (TYP.) PROP. 4" YELLOW PAINT STRIPING (TYP.) PROP. 4" YELLOW PAINT STRIPING (TYP.) 2 6 PR O P . D R Y P O N D 241.6' PROP. 20' FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT 2-22,000 GALLON COMPARTMENTALIZED TANKS WITH 1-20,000 GALLON TANK 5 'R 1 4 'R 20'R 5'R3'R 25'R 25'R 5'R 5'R PROP. RIGHT OF WAY (SEE ONE LOGISTICS PARK PLAN BY GORDON, DATED 10/04/2023)20'R 20'R 20'R 20'R 5'R 5'R 50'R5'R5'R15'35'35'8' 8' 33' 32' 5'10' TYP.10' TY P .11'20' TY P .10' TYP.10' TYP.15.8'10' TYP.20' TY P .35'15.3'166'12' 12'PROP DOUBLE YELLOW LINEPROP DASHED YELLOW LINEPROP PAVEMENT MARKINGAS PART OF THIS PROJECT IN ADDITION TO PAVEMENT MARKINGS BY OTHERS PROP LOADING AREAPROP. PYLON SIGN; 25' MAX. HEIGHT AND 150 SF MAX AREA. EXACT LOCATION AND DESIGN TO BE COORDINATED UNDER SEPARATE SIGN PERMIT PROP. RIGHT OF WAY (SEE ONE LOGISTICS PLANS BY OTHERS) H YDFUTURE ROWRESERVATION 91.72' 14' 48' PROP PROPANE LOCATION PROP AIR STATION 15'R VDOT GR-2 GUARDRAIL WITH STRONG POST PROP. OUTLET PROTECTION 6'X9.5'X1' D50=0.5' PROP. OUTLET PROTECTION PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5' PROP. OUTLET PROTECTION 8'X9'X1' D50=0.5'20' TYP.10'20' TYP.20' TY P . 10'32'20'8'10' (T Y P . ) 8' 8'10' TY P . 36.7'10'20' TY P .15'5'20' TY P . 30' 16.9'5'PROP. FH ASSEMBLY PROP. DIRECTIONALSIGNAGE PROP ADAPAVEMENTMARKINGS PROP ADAPAVEMENTMARKINGS PROP. ADASIGNAGE PROP. ADASIGNAGE PROP EMERGENCY SHUT OFF ON 3'X3' CONC PAD PROP OVERFILL ALARM AND ACKN. SWITCH ON 4'X6' CONC PAD 5'5'R 5'R40'PROP. OUTLET PROTECTION PROP. OUTLET PROTECTION POTENTIAL LOCATION OF 12 FUTURE EV CHARGING STATIONSPROP. STRIPING (TYP.)70.57'PROP. SITELIGHT (TYP.)82.3'93.4'60.7' 96.9' 89.5' FUTURE SIDEWALK(BY OTHERS) PROP. 5' SIDEWALK TERMINATESIDEWALK PROP. CURB RAMP PROP PAVEMENT STRIPING AS PART OF THIS PROJECT IN ADDITION TO PAVEMENT MARKINGS BY OTHERS PROP. VARIABLE WIDTH FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT FOR FUTURE WATER MAIN PROP. CG-6 PROP. CG-6 PROP. 4' CURB CUT PROP. CG-6 VDOT CG-11 HIGH VOLUME PROP. 4' CURB CUT 18.9'PROP TRASH ENCLOSURE (SEE DETAIL SHEET C-903) PROP. STOP SIGN 34'30'12.5'2'(TYP.)2'2'PROP BUILDING (SEE ARCH PLANS) STANDARD DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT & ADA STRIPING HATCH LEGEND 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) NOTES: 1. STREET SIGNS MUST BE IN PLACE PRIOR PRIOR TO ANY INSPECTIONS BEING SCHEDULED 2. CONSTRUCTION STANDARDS ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: ·VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS ·VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS ·MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ·VIRGINIA WORK AREA PROTECTION MANUAL 3. SITE PLAN DOES NOT REFERENCE FINAL/LATEST ARCHITECTURAL PLANS GRAVEL/RIPRAP C-301 SITE PLAN 1"=30' 0 307.51530 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-VAC230040.00-0A----->LAYOUT: C-301 - SITE PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 CURB AND GUTTER (VDOT CG-6) SPILL TRANSITION LEGEND PROP SAWCUT LIMIT OF WORKLOWLOW LIMIT OF DISTURBANCELODLOD MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781LANDS OF MARLOW INVESTMENTS, L.C. D.B. 798 PG. 300 INSTR. #020009373 TM:64-A-92 ZONING: B2 - GENERAL BUSINESS USE: VACANT - COMMERCIAL "NO BUILDINGS" AREA: 2.790 AC. (R) OR 121,402 S.F. OR 2.787 AC. (M) S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW MAIN ENTRANCE REAR ENTRANCE U59- F B PRO T O T Y P E ARE A = 5 , 9 1 5 S F 64 S P A C E S FFE = 6 9 4 . 5 0 HEI G H T = ± 3 3 . 5 0 '55.00'130.0 0 'WW W W W W WWWM W WWWWW WMHYD 91.72' PROP. FH ASSEMBLY B D D A D D 70.57'C D D D C-302 FIRE LANE PLAN PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB LEGEND FIRE HYDRANTB FIRE LANE PLAN NOTES: 1. ADDRESS NUMBERS FOR THE FACILITY SHALL BE A MINIMUM OF TEN (10) INCHES IN HEIGHT; ILLUMINATED OR REFLECTIVE AND LOCATED SO THEY ARE HIGHLY VISIBLE FROM THE STREET. 2. IF PUBLIC SAFETY COMMUNICATIONS HAVE DETERIORATED DUE TO CONSTRUCTION OR SIZE OF THE STRUCTURE, THE OWNER IS RESPONSIBLE FOR INSTALLING THE NECESSARY EQUIPMENT TO BRING COMMUNICATIONS UP TO STANDARD. 3. STREET SIGNS MUST BE IN PLACE PRIOR PRIOR TO ANY INSPECTIONS BEING SCHEDULED. 4. FOR NEEDED FIRE FLOW ESTIMATES SEE SHEET C-802. C FIRE LANE SIGN TYPE 1"=30' 0 307.51530 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 NOT TO SCALE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-VAC230040.00-0A----->LAYOUT: C-302 - FIRE LANE PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 A D MIL LWO O D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M)LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LOD LOD LO D LOD LOD LOD LO D LOD LOD LODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW TTTTTTTTTTTTTTWB-67 - Interstate Semi-TrailerMAIN ENTRANCE REAR ENTRANCE LOADING AREA5'R 5'R H YD91.72'SSS S S MIL LWO O D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M)LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LOD LOD LO D LOD LOD LOD LO D LOD LOD LODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW 50'RTTTTTTTTTTTTTTWB-50 - Intermediate Semi-TrailerMAIN ENTRANCE REAR ENTRANCE LOADING AREA5'R 5'R H YD91.72'SSS S S W E SNAD83 NAD8353 27.9 Max 68.5° Horiz Max 10° Vert 3 43.5 4 45.5 2.5 23.5 4 17.4 4.219.5 WB-67 - Interstate Semi-TrailerOverall Length 73.501ftOverall Width 8.500ftOverall Body Height 13.500ftMin Body Ground Clearance 1.334ftMax Track Width 8.500ftLock-to-lock time 6.00sMax Steering Angle (Virtual)28.40° WB-67 VEHICLE DIAGRAM NOT TO SCALE C-303 TRUCK MOVEMENT 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 1"= 40' 0 40102040STORE DELIVERY MOVEMENT FUEL DELIVERY MOVEMENT DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-VAC230040.00-0A----->LAYOUT: C-303 - TRUCK MOVEMENTDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 6946846826866886906926923:1MAX698696680W TTTTTTTTTTTTTTTTTTT674 678676MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW SL SL SL SL SL SL SL SL MAIN ENTRANCE REAR ENTRANCE U59- F B PRO T O T Y P E ARE A = 5 , 9 1 5 S F 64 S P A C E S FFE = 6 9 4 . 5 0 HEI G H T = ± 3 3 . 5 0 'WW W W W W WWWM W WWWWPR O P . D R Y P O N D PROP. 20' FREDERICK WATER EASEMENT PROP. RIGHT OF WAY (SEE ONE LOGISTICS PARK PLAN BY GORDON, DATED 10/04/2023) W PROP. RIGHT OF WAY (SEE ONE LOGISTICS PLANS BY OTHERS) WMHYD FUTURE ROWRESERVATION PROP. OUTLET PROTECTION 6'X9.5'X1' D50=0.5' PROP. OUTLET PROTECTION PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5' PROP. OUTLET PROTECTION 8'X9'X1' D50=0.5' PROP. OUTLET PROTECTION PROP. OUTLET PROTECTION SL SL SSSS S S S PROP. VARIABLE WIDTH FREDERICK WATER EASEMENTGGG G G G G G G GGGGGGGGGGGGGGGGPROP. VDOT DI-3C PROP. VDOT DI-3C PROP. 24" HDPE ACCESS RISER PORT PROP. 60 LF 60" HDPE UNDG DETENTION, ADS LANDMAX OR APPROVED EQUAL PROP. OUTLET CONTROL STRUCTURE PROP. VDOT MH-1 PROP. OUTLET CONTROL STRC. E EEEE E E E E E T TTTT T T T T T TRIDGE RID G EFLOWFLO W RIDGEF L O WFLOW RIDGE RIDGE690 690 690 690 690 690 685690690 675 680 685 690 6906 8 5 6 9 0 6906956956956 9 4695 694 6946 9 4 696697698695694696697695 694 693 692 691694 689694693693 693692691690689693 692 1.21%1.62%0.60%0.98%0.08%6.00 %3:13:13:1 0.85%3.66%2:12:12.12%3:1 4.63%0.79% STMRD-6 STMRD-2 STMRD-3 STMRD-1 STMRD-5 STMA-30 STMA-20 STMA-10 STMRD-13 STMRD-10 STMRD-12 STMRD-11 STMD-10 STMC-30 STMC-20 STMC-10 STMB-20 STMB-10 STMRD-7 STMRD-9 STMB-10.1 STMRD-4 STMRD-9 STMRD-8 3:1 3.24%0.75%0.98%0.98%2.13%1.00%1.08% 1.08% 69 4 694 69 4 TC 696.00 BC 695.50 TC 695.72 BC 695.22 LP - TC 692.81 TC 693.00 BC 692.50 TC 693.70 BC 693.20 TC 693.90 BC 693.40 TC 694.01 BC 693.51 TC 694.19 BC 693.69 TC 693.50 BC 693.00 TC 693.38 BC 692.88 LP - G 692.37 HP - TC 693.53 LP - G 692.15 TC 692.91 BC 692.41 TC 693.41 BC 692.91 TC 693.81 BC 693.31 TC 693.61 BC 693.11 G 693.93 G 694.06 G 694.05 G 694.05 G 694.05 G 694.29 G 694.29 G 694.36 G 694.33 G 694.05 G 694.36 G 694.08 G 694.35 G 694.05 G 693.52 G 693.52 G 693.53 G 693.52 G 693.53 G 693.53 G 694.17 G 694.23 FF= 694.50 FF= 694.50 FF= 694.50 FF= 694.50 FF= 694.50 FF= 694.50 FF= 694.50 FF= 694.50 FF= 694.50 FF= 694.50 MATCH EX TC 699.1+/- TC 697.73 BC 697.23 TC 696.17 BC 695.67 TC 694.64 BC 694.14 TC 695.02 BC 694.52 TC 696.51 BC 696.01 TC 697.80 BC 697.30 TC 698.66 BC 698.16 TC 694.17 BC 693.67 TC 694.20 BC 693.70 TC 694.19 BC 693.69 TC 694.16 BC 693.66 TC 694.52 BC 694.02 TC 694.50 BC 694.00 TC 694.50 BC 694.00 TC 694.52 BC 694.02 TC 694.16 BC 693.66 TC 694.19 BC 693.69 TC 694.17 BC 693.67 TC 694.20 BC 693.70 TC 694.52 BC 694.02 TC 694.55 BC 694.05 TC 694.55 BC 694.05 TC 694.52 BC 694.02 TC 695.18 BC 694.68 TC 694.70 BC 694.20 TC 694.50 BC 694.00 TC 694.08 BC 693.58 TC 694.30 BC 693.80 TC 693.28 BC 692.78 TC 693.11 BC 692.61 TC 692.94 BC 692.44 TC 695.84 BC 695.34 G 694.29 G 694.29 G 694.39 G 694.36 G 694.35 G 694.34 G 694.33 G 694.16 G 693.99 G 694.02 G 694.04 G 693.37 G 693.37 G 694.05 HP 694.08 G 695.68 G 693.79 MATCH EX TC 697.2+/- TC 697.99 BC 697.49 TC 698.00 BC 697.50 TC 697.95 BC 697.45 TC=BC 697.06 TC=BC 697.14 TC 698.65 BC 698.15 TC 698.78 BC 698.28 TC 698.85 BC 698.35 TC=BC 698.72 TC=BC 698.80 TC 694.67 BC 694.17 TC 694.72 BC 694.22 TC=BC 694.49 TC=BC 694.59 G 694.29 G 694.56 G 696.26 G 696.33 G 694.26 G 694.52 G 687.50 G 687.66 TC 694.55 BC 694.05 TC 693.57 BC 693.07 TC 693.15 BC 692.65 TC 692.83 BC 692.33 G 694.24 G 694.27 G 694.29 TC 694.87 BC 694.37 TC 694.87 BC 694.37 TC 694.93 BC 694.43 TC 694.72 BC 694.22 G 694.21 G 699.56 G 699.63 G 699.43 G 699.50 RIM 693.16 RIM 693.11 G 694.09 G 683.74 G 694.78 TC 695.73 BC 695.23 TC 695.09 BC 694.59 G 695.29 SCALE: 1"= 30 ' HORIZONTAL 1"= 3 ' VERTICAL ENTRANCE PROFILE - PRINCE FREDERICK DRIVE 700 700 GRADE BREAK STA = 10+20.22ELEV = 697.896 GRADE BREAK STA = 10+67.16ELEV = 695.6762.05%1.50% 6.00% 9+50 10+00 10+50 11+00 11+50 C-401 GRADING PLAN LEGEND NOTES: 1. VERTICAL DATUM USED FOR ELEVATIONS: NAVD88. 2. SEE SHEET C-101 FOR ESTIMATED EARTHWORK QUANTITIES. QUANTITIESSHOWN NOT FOR BIDDING. 3. SEE GEOTECHNICAL REPORT "WAWA WINCHESTER (MILLWOOD PIKE)" FOREARTHWORK AND OTHER CONSIDERATIONS. ACCESSIBLE PATH ACCESSIBLE AREA 1"=30' 0 307.51530 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-GRAD-VAC230040.00-0A----->LAYOUT: C-401 GRADING PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 10' B U F F E R 35' SETBACK10' BUFFER55.00'50' SE T B A C K PRO P . D R Y P O N D 15.8' 48' PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5'32'40'GGGGGGGPROP. OUTLET CONTROL STRUCTURE PROP. VDOT MH-1 MILLWOOD PIKE - U.S. R T E . 1 7 / 5 0 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOWLOWLOWLOWLOW10+50.00 11+5 0 . 0 0 12+5 0 . 0 010+50.00TTTTTTTTTTTT21" RCP CL III 2322202121" R C P C L I I I 21" RCP CL III 690 686 687 688 689 691 691 692 692 690 690 688 688 689 689 691 691 692 692685690683684686687688689691692B BAA10+00.00 11+0 0 . 0 0 12+0 0 . 0 0 12+9 0 . 9 010+00.0010+67.3610' B U F F E R 35' SETBACK10' BUFFER55.00'50' SE T B A C K PRO P . D R Y P O N D 15.8' 48' PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5'32'40'GGGGGGGPROP. OUTLET CONTROL STRUCTURE PROP. VDOT MH-1 STMA-20 STMA-10 15" RCPSTMB-20 STMB-10 18" RCP STMRD-12 STMRD-11 STMRD-10 STMD-10 8" PVC8" PV C 8" PV C 8" PV C18" RCPSCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL DRY DETENTION - SECTION A-A 680 690 700 680 690 700 10+00 10+50 11+00 SCALE: 1"= 40 ' HORIZONTAL 1"= 4 ' VERTICAL DRY DETENTION - SECTION B-B 680 690 700 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROP.GRADE MAX SLOPE = 3:1 PROP.GRADE MAX SLOPE = 3:1 STMB-20 PROP RISER; HGT (6.70')RIM 691.20INV OUT 684.50 (18") B-10.110+83PROP 48" MH; HGT (16.82')RIM 689.78INV IN 677.40 (18") B-10.1INV IN 673.05 (21")INV OUT 672.95 (21")10+00STMB-10 TOP OFEMBANKMENT= 692.05 PROP 48" MH; HGT (8.84')RIM 685.74INV IN 681.10 (18") B-20INV OUT 678.50 (18") B-1010+13STMB-10.1 C-402 STORMWATER DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-SWMP-VAC230040.00-0A----->LAYOUT: C-402 - STORMWATER DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 1"= 20' 0 2051020 W E SNAD83 NAD83DRY POND DETAIL DRY POND MAINTENANCE REQUIREMENTS OWNER SHALL CONDUCT AN ANNUAL INSPECTION THAT EVALUATES THE CONDITION AND PERFORMANCE OF THE POND, INCLUDING THE FOLLOWING: · REMOVE ACCUMULATED SEDIMENT · INSPECT THE CONDITION OF STORMWATER INLETS TO THE POND FOR MATERIAL DAMAGE, EROSION OR UNDERCUTTING. · INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANIMAL BURROWS, BOGGY AREAS, WOODY GROWTH, OR GULLY EROSION THAT MAY UNDERMINE EMBANKMENT INTEGRITY. · INSPECT POND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP-RAP DISPLACEMENT, WOODY GROWTH, ETC. · INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION, ETC. · INSPECT CONDITION OF ALL TRASH RACKS, REVERSE SLOPED PIPES OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRIS ACCUMULATION, ETC. · INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODY VEGETATION, AND CHECK TO SEE WHETHER VALVES, MANHOLES AND LOCKS CAN BE OPENED AND OPERATED. · INSPECT INTERNAL AND EXTERNAL SIDE SLOPES OF THE POND FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, OR SLUMPING, AND MAKE NEEDED REPAIRS IMMEDIATELY. UNDERGROUND DETENTION MAINTENANCE REQUIREMENTS OWNER SHALL CONDUCT AN ANNUAL INSPECTION THAT EVALUATES THE CONDITION AND PERFORMANCE OF THE FACILITY, INCLUDING THE FOLLOWING: · REMOVE TRASH AND DEBRIS · REMOVE ACCUMULATED SEDIMENT · INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION, ETC. · INSPECT POND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP-RAP DISPLACEMENT, WOODY GROWTH, ETC. (TOP OF STRUCTURE) PROP. 18" RCP INV = 684.50 1 YR WSEL= 690.06 10 YR WSEL= 690.80 PROP. CIRCULAR GALVANIZED STEEL TRASH RACK WITH 6" SQUARE OPENINGS PROP. TOP = 690.80 DRY DETENTION RISER DETAIL NOT TO SCALE 36"PROP. CIRCULAR GALVANIZED STEEL TRASH RACK WITH 6" SQUARE OPENINGS PROP. 48" Ø MANHOLE TRASH RACK; SEE DETAIL THIS SHEET PROP. 2.0" ORIFICE W/ TRASH RACK ELEV. = 686.00 NOTE: ALL STRUCTURE PERFORATIONS SHALL BE PRECAST 100 YR WSEL= 691.04 1.75' WEIR NOTCH = 690.15 48" 1"= 40' 0 40102040 NOTE: TEMPORARY SEDIMENT TRAP TO BE CONVERTED TO PERMANENT DRY POND FOLLOWING PHASE I AND PHASE II EROSION AND SEDIMENT PLANS. SEE SEQUENCE OF CONSTRUCTION OF SHEETS C-601 AND C-602 FOR DETAILS. C-403 STORMWATER DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-SWMP-VAC230040.00-0A----->LAYOUT: C-403 - STORMWATER DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 4'6"6" 5.0" WATER QUALITY ORIFICEINV = 685.54 6" WIDE CONC WEIRTOP = 690.63 12" HDPEOUTFALL MANHOLE LID COVERRIM = 693.16 10-YEAR WSE = 690.60 1-YEAR WSE = 688.54 PROP TRASH RACK INV = 685.54 4" WATER QUALITY ORIFICEINV = 685.54 4' WIDE CONC WEIRTOP = 690.63 PROP TRASH RACK 12" HDPE OUTFALL INV = 685.54 6" CONC WEIR 12" O.C. MH STEPS/LADDER STR C-20 - UNDERGROUND DETENTIONOUTLET STRUCTURE DETAIL NOT TO SCALE NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS TO BOHLER ENGINEERINGFOR REVIEW AND APPROVAL PRIOR TO INSTALLATION INV = 685.64 INV = 685.60 6" 4' 6" 0.5' 10-YEAR WSE = 690.60 1-YEAR WSE = 688.54 100-YEAR WSE = 690.81 100-YEAR WSE = 690.81 6"2' WEIR NOTCH 12" HDPEFROM UGD NOTE: DETAILS PROVIDED ARE FOR BASIS OF DESIGN PURPOSES ONLY AND DO NOT REFLECT THE LAYOUT OF THE PROPOSED SYSTEM. MANUFACTURER TO PROVIDE DETAILS TO ENGINEER FOR APPROVAL. NOTE: DETAILS PROVIDED ARE FOR BASIS OF DESIGN PURPOSES ONLY AND DO NOT REFLECT THE LAYOUT OF THE PROPOSED SYSTEM. MANUFACTURER TO PROVIDE DETAILS TO ENGINEER FOR APPROVAL. NOTE: DETAILS PROVIDED ARE FOR BASIS OF DESIGN PURPOSES ONLY AND DO NOT REFLECT THE LAYOUT OF THE PROPOSED SYSTEM. MANUFACTURER TO PROVIDE DETAILS TO ENGINEER FOR APPROVAL. 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. MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW W TTTTTTTTTTTTTTTTTTTPROP. 10' DRY UTILITY EASEMENT(SEE ONE LOGISTICS PARK PLANBY GORDON, DATED 10/04/2023) PROP. UNDG TELECOM LINE (SEEONE LOGISTICS PARK PLAN BYGORDON, DATED 10/04/2023)PROP. FREDERICK WATER EASEMENT (SEE ONE LOGISTICS PARK PLAN BY GORDON, DATED 10/04/2023) UNDG STORM PIPES TO BEINSTALLED BY OTHERS PRIOR TOPROP STORM INSTALLATION (SEEONE LOGISTICS PARK PLAN BYGORDON, DATED 10/04/2023)SSSSSL SL SL SL SL SL SL SL MAIN ENTRANCE REAR ENTRANCE U59- F B PRO T O T Y P E ARE A = 5 , 9 1 5 S F 64 S P A C E S FFE = 6 9 4 . 5 0 HEI G H T = ± 3 3 . 5 0 'WW W W W W WWWM PROP. 20 LF 8" CL 52 DIP WATER LINE EXTENSION WITH FLUSHING ASSEMBLY PROP. 2" BLACK POLYETHYLENE DOMESTIC SERVICE LINE PROP. 1.5" WATER METER IN MH W WWWWPR O P . D R Y P O N D PROP. 20' FREDERICK WATER EASEMENT PROP. 2" CORP STOP TO 2" CTS 200 PSI PE TUBING PROP. 3/4" RPZ BACKFLOW PREVENTER IN INSULATED ENCLOSURE PROP. 1" CORP STOP TO 12 LF 1" CTS 200 PSI PE TUBING AND 3/4" IRRIGATION METER PROP. 20' FREDERICK WATER EASEMENT TP TP GREASE INTERCEPTOR PROP. RIGHT OF WAY (SEE ONE LOGISTICS PARK PLAN BY GORDON, DATED 10/04/2023) PROP. 8"X6" TEE, GATE VALVE W CONNECTION TO 8" WATER MAIN (SEE NOTE 8 SHEET C-501) PROP. 3/4" BLACK POLYETHYLENE WATER LATERAL PROP. RIGHT OF WAY (SEE ONE LOGISTICS PLANS BY OTHERS) PROP. GATE VALVE AND 22.5° BEND WMHYD FUTURE ROWRESERVATION PROP. OUTLET PROTECTION 6'X9.5'X1' D50=0.5' PROP. OUTLET PROTECTION PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5' PROP. OUTLET PROTECTION 8'X9'X1' D50=0.5' PROP. FH ASSEMBLY PROP. OUTLET PROTECTION PROP. OUTLET PROTECTION 45°BEND 90°BEND 90°BEND SL SL PROP. VARIABLE WIDTH FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT FOR FUTURE WATER MAINGGG G G G G G G GGGGGGGGGGGGGGGGAPPROX. LOCATION OF UNDERGROUND GAS SERVICE; COORDINATE ROUTING AND INSTALLATION WITH GAS COMPANY PROP. VDOT DI-3C PROP. VDOT DI-3C PROP. 24" HDPE ACCESS RISER PORT PROP. 60 LF 60" HDPE UNDG DETENTION, ADS LANDMAX OR APPROVED EQUAL PROP. OUTLET CONTROL STRUCTURE PROP. VDOT MH-1 PROP. OUTLET CONTROL STRC. TP 25' PREBLAST APPROX. ROUTING FOR UNDERGROUNDELECTRIC AND TELECOM SERVICE; (1) 6"CONDUIT FOR ELECTRIC AND (3) 4" CONDUIT FORTELECOM SERVICE. COORDINATE ALIGNMENTAND DESIGN WITH POWER AND TELECOMCOMPANIES. PROVIDE SLEEVES UNDER STORMSEWER AS REQUIRED E EEEE E E E E E T TTTT T T T T T TSAN A-100SAN A-90 SAN A-70 SAN A-60 SAN A-80 SAN A-50 SAN A-40 SAN A-30 SAN A-10 SAN A-20 8" CL 52 D I P S A N 6" S D R 3 5 / 2 6 S A N 6" SDR35 SAN 6" SDR35 SAN 6" SDR35 SAN 6" SDR35 SAN STMRD-7 STMRD-6 STMRD-3 STMRD-1 STMRD-5 STMA-30 STMA-20 STMA-10 15" RCP15" RCP8" PV C 8" PVC 8 " P V C 8" PV C STMB-20 STMB-10 18" RCP STMC-30 STMC-20 STMC-1012" HP STORM PP12" HP STORM PP STMRD-13 STMRD-12 STMRD-11 STMD-10 8" PVC8" PV C 8" PV C 8" PV C STMRD-10 STMC-4012" HP STORM PPSTMRD-2 STMC-32 STMRD-9 8" PVCSTMB-10.1 18" RCP6" PV C S A N SAN A-42 SAN A-41 SSSSAN A-10A8" CL 52 DIP SANSTMRD-9 STMRD-4 STMRD-8 C-501 UTILITY PLAN 1"=30' 0 307.51530 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-UTIL-VAC230040.00-0A----->LAYOUT: C-501 UTILITY PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 NOTES: 1. CONTRACTOR TO COORDINATE WITH DRY UTILITY COMPANY PRIOR TO THE EXCAVATION AND DEMOLITION OF EXISTING UTILITY LINES. 2. BACKFLOW PREVENTER TO BE INTERNAL TO THE BUILDING. PLEASE SEE ARCHITECTURAL PLANS FOR DETAILS. 3. ANY SANITARY SEWER CLEANOUT SHALL USE AN APPROVED TRAFFIC RATED LID IN PAVED AREAS. 4. SEE SHEET C-802 FOR ROOF DRAIN AND SANITARY SEWER SCHEDULES. 5. SEE SHEET C-801 FOR STORM SEWER PROFILES. 6. A MINIMUM VERTICAL SEPARATION ON 18" SHALL BE MAINTAINED ON ALL CROSSINGS NOT SHOWN ON THE UTILITY PROFILES. IF CLEARANCE CANNOT BE ACHIEVED, CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING. 7. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. ALERT ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH PROPOSED IMPROVEMENTS. 8. CONTRACTOR SHALL CONNECT TO EX. STUB BY REMOVING FLUSHING CAP/FLUSHING AND INSTALLING MECHANICAL JOINT LONG SOLID SLEEVE IF NECESSARY. 9. WATER MAINS SHALL USE MECHANICAL JOINT WHERE APPLICABLE. 10. GREASE TRAP/OIL WATER SEPARATOR NOTES: 10.1. TANK SECTIONS SHALL BE BOLTED TOGETHER 10.2. WATERTIGHT BOLT DOWN FRAME AND COVERS ARE REQUIRED 10.3. PENETRATIONS SHALL HAVE BOOTS 10.4. CONTRACTOR SHALL COORDINATE INSTALLATION AND INSPECTIONS WITHBOTH FREDERICK COUNTY INSPECTIONS DEPARTMENT AND FREDERICKWATER 11. SAN LATERAL FROM A-10 TO A-20 DESIGNED AT A DEPTH TO ALLOW FUTURE WATER MAIN CROSSING. WAWA MILLWOOD 8/4/2023 3B 41D 41D 3BMIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW TTTTTTTTTTTTTTTTTTTPROP. FREDERICK WATER EASEMENT (SEE ONE LOGISTICS PARK PLAN BY GORDON, DATED 10/04/2023) SF SF SF SF SSF SSF SSF CE 75'12'MU DC TS (AS NEEDED) MU DC TS (AS NEEDED) MU DC TS (AS NEEDED) X X X X XXXXXXXXXXXXXXXXXXXXXXXXXX XXX XXXXXXXXXXXXXXXXXXXXXXX X X X X XX XX XX XX XX X X XX XX XX XXXXXXRWP AREA = 1.36 AC ST-1 DD DD 684 685 686 687 688 689 690 691 692 692 691 690 689 688 687 687 688 690 691 692692691690689688687 689 PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5' STMB-20 STMB-10 STMB-10.1 C-601 EROSION AND SEDIMENT CONTROL PLAN PHASE I SEQUENCE OF CONSTRUCTION - PHASE I: 1. CONTRACTOR SHALL NOT COMMENCE ANY LAND DISTURBING ACTIVITIES PRIOR TO POSTING AN EROSION AND SEDIMENT CONTROL BOND, OBTAINING A LAND DISTURBING PERMIT, NOTIFYING SITE INSPECTOR, AND HAVING A PRE-CONSTRUCTION MEETING. 2. THE CONTRACTOR SHALL CONTACT FREDERICK COUNTY AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 3. AREAS WHICH ARE TO BE DISTURBED SHALL BE CLEARLY MARKED IN THE FIELD. 4. INSTALL PERIMETER PROTECTION INCLUDING SILT FENCE AND SUPER SILT FENCE. 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. ALL HARD SURFACE ROADS SHALL BE CLEANED AT THE END OF THE DAY. 6. INSTALL TEMPORARY SEDIMENT TRAP WITH OUTLET CONTROL STRUCTURE FOR DRY POND (SEE DETAIL ON SHEET C-402). PLUG LOW FLOW ORIFICE AND PROVIDE TEMPORARY TOP AT ELEVATION 689.50. 7. ONCE APPROVAL RECEIVED FROM SITE INSPECTOR BEGIN ROUGH GRADING THE SITE. 8. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED AND REPAIRED AT THE END OF EACH DAY. 9. CONTRACTOR TO REMOVE EXCESS MATERIAL FROM GRADING/EXCAVATION AND DISPOSE OFFSITE AT AN APPROVED FACILITY. CONTRACTOR TO OBTAIN A PERMIT IF REQUIRED. NO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES LEGEND XxX SOIL DATA TABLE MAP UNIT SYMBOL K-FACTOR PERMEABILITY MAP UNIT NAME 3B-HSG C/D 0.49 0.00 - 0.57 IN/HR BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES 41D-HSG D 0.37 0.06 - 6.00 IN/HR WELKERT-BERKS CHANNERY SILT LOAMS, 15 TO 25 PERCENT SLOPES SOIL BOUNDARY SOIL TYPE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-VAC230040.00-0A----->LAYOUT: C-601 PHASE I EROSION AND SEDIMENT CONTROL PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 1"=30' 0 307.51530 TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE TEMPORARY SEEDING3.31 TS TS SILT FENCE3.05 SF X X 3.07 IPSTORM DRAIN INLET PROTECTION MULCHING3.35 MU MU DUST CONTROL3.39 DC DC 3.11 RWD RWDTEMPORARY RIGHT-OF-WAY DIVERSION TEMPORARY SEDIMENT TRAP3.13 ST OUTLET PROTECTION3.18 OP RIP RAP3.19 RR TEMPORARY DIVERSION DIKE3.09 DD DD SUPER SILT FENCE- -SSF XX XX XX MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW RIDGE RID G EFLOWFLO W RIDGEF L O WFLOW RIDGE RIDGESL SL SL SL SL SL SL SL MAIN ENTRANCE REAR ENTRANCE U59- F B PRO T O T Y P E ARE A = 5 , 9 1 5 S F 64 S P A C E S FFE = 6 9 4 . 5 0 HEI G H T = ± 3 3 . 5 0 'WW W W W W WWWM W WWWWPR O P . D R Y P O N D PROP. 20' FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT GREASE INTERCEPTOR PROP. RIGHT OF WAY (SEE ONE LOGISTICS PARK PLAN BY GORDON, DATED 10/04/2023) W PROP. RIGHT OF WAY (SEE ONE LOGISTICS PLANS BY OTHERS) WMHYD PROP. OUTLET PROTECTION 6'X9.5'X1' D50=0.5' PROP. OUTLET PROTECTION PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5' PROP. OUTLET PROTECTION 8'X9'X1' D50=0.5' PROP. OUTLET PROTECTION PROP. OUTLET PROTECTION SL SL SSSS S S S PROP. VARIABLE WIDTH FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT FOR FUTURE WATER MAINGGG G G G G G G GGGGGGGGGGGGGGGGE EEEE E E E E E T TTTT T T T T T TTTTTTTTTTTTTTTTTTTTSF SF SF SF SSF SSF SSF CE 75'12'IP IP MU DC (AS NEEDED) PS MU DC (AS NEEDED) PS MU DC (AS NEEDED) AREA = 0.14 ACC = 0.90 RD-1 AREA = 0.16 ACC = 0.90 RD-9 AREA = 0.49 ACC = 0.90 C-40 AREA = 0.27 ACC = 0.82 A-30 X X X X XXXXXXXXXXXXXXXXXXXXXXXXXX XXX XXXXXXXXXXXXXXXXXXXXXXX X X X X XX XX XX XX XX X X XX XX XX XXXXXXRWP AREA = 1.36 AC ST-1 IP PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5' B/M (>3:1 SLOPES) 685 690 684 686 687 688 689 691 692685690683684686687688689691692 69 2 692695694696697 690691692693694675 680 685 691690689688686 6846 8 5 6 9 0 6956 8 3 6 8 4 6 8 6 6 8 7 6 8 8 6 8 9 6 9 1 692693694694695 693695 694 693 692 691 690 690689 688 686 69 4 694 694 694694 69 3 STMRD-7 STMRD-6 STMRD-2 STMRD-3 STMRD-1 STMRD-5 STMA-30 STMA-20 STMA-10 STMB-10.1 STMB-10 STMC-30 STMC-20 STMC-32 STMC-40 STMC-31 STMC-10 STMRD-12 STMRD-11 STMRD-13 STMRD-10 STMRD-9 STMD-10 C-602 EROSION AND SEDIMENT CONTROL PLAN PHASE II SEQUENCE OF CONSTRUCTION - PHASE II: 1. INSTALL UTILITIES AND APPURTENANCES. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES. 2. INSTALL INLET PROTECTION. INSTALL CURB, THEN APPLY THE BASE STONE FOR PAVED AREAS. 3. BEGIN CONSTRUCTION OF PROPOSED BUILDING AND CANOPY. 4. APPLY PERMANENT SEEDING AND MULCH TO ALL LANDSCAPE AREAS AND ALL NON-PAVED AREAS. 5. INSTALL COMPACTED SUBBASE AND INSTALL SIDEWALKS. PAVE SITE AND FINAL STABILIZE ALL LANDSCAPE AREAS. 6. FOLLOWING STABILIZATION OF UPSTREAM AREAS, INSTALL UNDERGROUND DETENTION. PROVIDE INLET PROTECTIONON ALL INLETS 7. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH AGREEMENT OF SITE INSPECTOR, REMOVE SEDIMENT CONTROL MEASURES WITHIN 30 DAYS OF FINAL SITE STABILIZATION. 8. CONVERT TEMPORARY SEDIMENT BASIN TO PERMANENT DRY POND AND INSTALL EMERGENCY SPILLWAY. UNPLUG LOW FLOW ORIFICE AND ENSURE DRY POND DESIGN MATCHES THE DESIGN PROVIDED ON SHEET C-402. 9. CONTRACTOR TO REMOVE EXCESS MATERIAL FROM GRADING/EXCAVATION AND DISPOSE OFFSITE AT AN APPROVED FACILITY. CONTRACTOR TO OBTAIN PERMIT IF REQUIRED. 10. SEE SHEET C-601 FOR SOIL INFORMATION DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-VAC230040.00-0A----->LAYOUT: C-602 PHASE II EROSION AND SEDIMENT CONROL PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE NO.TITLE KEY SYMBOL VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES PERMANENT SEEDING3.32 PS PS SILT FENCE3.05 SF X X 3.07 IPSTORM DRAIN INLET PROTECTION MULCHING3.35 MU MU SOIL STABILIZATION3.36 BLANKETS AND MATTING MB OR TREAT - 1 TREAT - 2 LEGEND 3.11 RWD RWDTEMPORARY RIGHT-OF-WAY DIVERSION XxX SOIL BOUNDARY SOIL TYPE 1"=30' 0 307.51530 TEMPORARY SEDIMENT TRAP3.13 ST OUTLET PROTECTION3.18 OP RIP RAP3.19 RR SUPER SILT FENCE- -SSF XX XX XXDUST CONTROL3.39 DC DC SUPER SILT FENCE- -SSF XX XX XX C-603 EROSION AND SEDIMENT CONTROL NOTES MINIMUM STANDARDS: MS-1: PERMANENT STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SEED CERTIFICATE IS TO BE PROVIDED TO, AND APPROVED BY THE COUNTY ENGINEERING STAFF PRIOR TO APPLICATION. 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. SOIL TEST RESULTS AND FERTILIZER SPECIFICATIONS SHALL BE PROVIDED TO, AND APPROVED BY THE COUNTY ENGINEERING STAFF PRIOR TO APPLICATION. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. MS-2: TEMPORARY SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. PROVIDE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON-SITE AS WELL AS SOIL TRANSPORTED FROM THE PROJECT SITE. MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IN THE OPINION OF THE ARCHITECT/ENGINEER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE OR TIMBERING TAKES PLACE. MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6: SURFACE RUNOFF FROM DISTURBED AREAS THAT ARE COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND-DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. MS-7: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 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. MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11: BEFORE STORM WATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. E. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A 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. 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 AUTHORITY HAVING JURISDICTION. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 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 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 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR 2. 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 3. ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 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 4. PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 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 T10 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 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 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. EROSION AND SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION: THE SUBJECT SITE IS AT THE CORNER OF PRINCE FREDERICK DRIVE AND MILLWOOD PIKE. THE PROPOSED DEVELOPMENT INVOLVES THE CONSTRUCTION OF A NEW GAS STATION AND ASSOCIATED CONVENIENCE STORE. THE DEVELOPMENT INCLUDES THE CONSTRUCTION OF A PROPOSED BUILDING (APPROXIMATELY 5,915 SF), CURB, UTILITIES, LANDSCAPING, AND ASSOCIATED SITE IMPROVEMENTS AS SHOWN IN THIS SITE PLAN SET. THE AREA OF DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 2.53 ACRES. II. EXISTING SITE CONDITIONS: THE EXISTING SITE SERVES A VACANT COMMERCIAL LOT. THE SITE CONSISTS OF GRASSED, WOODED, GRAVEL, AND PAVED AREAS. EXISTING GRADES ON SITE ARE BETWEEN 1% AND 33%. THE SITE HAS TWO STORMWATER DISCHARGE POINTS OF INTEREST IN THE PRE-DEVELOPED CONDITION. POI-1 DISCHARGES TO A ROADSIDE DITCH AND CULVERT ALONG MILLWOOD PIKE. POI-2 DISCHARGES TO A WOODED AREA TO THE SOUTHEAST. III.ADJACENT PROPERTIES: THE SITE IS BORDERED ON THE NORTH BY MILLWOOD PIKE, ON THE WEST BY PRINCE FREDERICK DRIVE, ON THE EAST BY A RESIDENTIAL LOT IN A BUSINESS ZONE, AND ON THE SOUTH BY A VACANT LOT. SITE ACCESS IS PROPOSED OFF OF PRINCE FREDERICK DRIVE. IV. OFFSITE AREAS: NO OFF-SITE LAND DISTURBANCE IS ANTICIPATED. IF UNSUITABLE SOILS ARE ENCOUNTERED DURING CONSTRUCTION, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PROPER METHOD OF DISPOSAL AND SUBMIT ANY NECESSARY PLANS TO FREDERICK COUNTY. FURTHERMORE, IF ANY OFFSITE BORROW OR WASTE AREAS ARE NECESSARY, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE FINAL STABILIZATION AND MAINTENANCE OF THOSE OFFSITE AREAS. NO ON-SITE STOCKPILE IS ANTICIPATED TO BE REQUIRED FOR CONSTRUCTION. V. SOILS: NO PROBLEM SOILS ARE KNOWN TO EXIST ON THIS SITE. VI. GEOLOGICAL CONSIDERATIONS: REFER TO THE REPORT GEOTECHNICAL ENGINEER REPORT WAWA - WINCHESTER (MILLWOOD PIKE), DATED 4/28/2023. SHALE BEDROCK BELONGING TO THE MARTINSBURG FORMATION WAS DISCOVERED ONSITE. TESTING SHOULD BE PERFORMED DURING EARTHWORK OPERATIONS TO TEST MATERIALS IN DEEP CUTS FOR THEIR POTENTIAL FOR PYRITIC SHALE HEAVE IF UNWEATHERED SHALE MATERIALS ARE TO BE REUSED AS FILL OR EXPOSED AT SUBGRADE ELEVATIONS. VII. CRITICAL EROSION AREAS: NO CRITICAL EROSION AREAS ARE KNOWN TO EXIST ON-SITE. VIII. EROSION AND SEDIMENT CONTROL MEASURES: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PROTECTION SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE 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: TEMPORARY CONSTRUCTION ENTRANCE - 3.02 ·A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK SHALL BE INSTALLED AT THE ENTRANCE OF THE ON-SITE PARKING LOT AISLE AS INDICATED ON THE EROSION AND SEDIMENT CONTROL PLANS. DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS PRIOR TO ENTERING THE RIGHT-OF-WAY. SILT FENCE - 3.05 ·SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF. SUPER SILT FENCE - SEE DETAIL ·SILT FENCE SEDIMENT BARRIER BACKED WITH CHAIN LINK FENCING WILL BE INSTALLED DOWN SLOPE OF AREAS WITH HIGH GRADES TO FILTER SEDIMENT-LADEN RUNOFF. STORM DRAIN INLET PROTECTION - 3.07 ·ALL STORM SEWER INLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT-LADEN WATER SHALL BE FILTERED PRIOR TO ENTERING THE STORM SEWER INLETS AND BMP STRUCTURE. TEMPORARY DIVERSION DIKE - 3.09 ·THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. TEMPORARY RIGHT-OF-WAY DIVERSION - 3.11 ·THE PRACTICE SHALL BE INSPECTED AFTER EVERY RAINFALL AND REPAIRS MADE IF NECESSARY. AT LEAST ONCE EVERY TWO WEEKS, WHETHER A STORM HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. RIGHT-OF-WAY DIVERSIONS, WHICH ARE SUBJECT TO DAMAGE BY VEHICULAR TRAFFIC, SHOULD BE RESHAPED AT THE END OF EACH WORKING DAY. TEMPORARY SEDIMENT TRAP - 3.13 ·SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. ·FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. ·THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. RIPRAP - 3.19 ·ONCE A RIPRAP INSTALLATION HAS BEEN COMPLETED, IT SHOULD REQUIRE VERY LITTLE MAINTENANCE. IT SHOULD, HOWEVER, BE INSPECTED PERIODICALLY TO DETERMINE IF HIGH FLOWS HAVE CAUSED SCOUR BENEATH THE RIPRAP OR FILTER FABRIC OR DISLODGED ANY OF THE STONE. CARE MUST BE TAKEN TO PROPERLY CONTROL SEDIMENT-LADEN CONSTRUCTION RUNOFF WHICH MAY DRAIN TO THE POINT OF THE NEW INSTALLATION. IF REPAIRS ARE NEEDED, THEY SHOULD BE ACCOMPLISHED IMMEDIATELY. TEMPORARY SEEDING - 3.31 ·SEE NEXT SHEET FOR TEMPORARY SEEDING SPECIFICATIONS. PERMANENT SEEDING - 3.32 ·SEE NEXT SHEET FOR PERMANENT SEEDING SPECIFICATIONS. MULCHING - 3.35 ·TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT AND COLD. DUST CONTROL - 3.39 ·DUST CONTROL MEASURES TO BE IMPLEMENTED IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTATIVE MEASURE ARE NOT TAKEN. VII. MAINTENANCE PROGRAM: 1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. 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. 2. INLET PROTECTIONS SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS SHALL BE DONE IMMEDIATELY. 3. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 4. 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 FOR MORE THAN SEVEN (7) DAYS. 5. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE OR WEARING SURFACES ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 6. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. 7. ALL MULCHES AND SOIL COVERINGS SHOULD BE INSPECTED PERIODICALLY (PARTICULARLY AFTER RAINSTORMS) TO CHECK FOR EROSION. WHERE EROSION IS OBSERVED IN MULCHED AREAS, ADDITIONAL MULCH SHOULD BE APPLIED. NETS AND MATS SHOULD BE INSPECTED AFTER RAINSTORMS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, RE-INSTALL NETTING OR MATTING AS NECESSARY AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH. INSPECTIONS SHOULD TAKE PLACE UP UNTIL GRASSES ARE FIRMLY ESTABLISHED. WHERE MULCH IS USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS, INSPECT PERIODICALLY THROUGHOUT THE YEAR TO DETERMINE IF MULCH IS MAINTAINING COVERAGE OF THE SOIL SURFACE; REPAIR AS NEEDED. IX. PERMANENT STABILIZATION: PERMANENT SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION AS STATED ABOVE. SEE PERMANENT SEEDING CALLED OUT IN THE EROSION AND SEDIMENT CONTROL PLAN PHASE 2 AND THE SPECIFICATIONS ON THE NEXT SHEET. X. STORMWATER RUNOFF CONSIDERATIONS: INLET PROTECTION WILL BE USED AT ALL INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. XI. CALCULATIONS: SEE SWM PLAN AND REFERENCE SHEETS FOR CALCULATIONS. XII. GENERAL LAND CONSERVATION NOTES: 1. NO DISTURBED AREA, WHICH IS NOT ACTIVELY BEING WORKED, SHALL REMAIN DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY THE DIRECTOR. 2. ALL E&S CONTROL MEASURES APPROVED WITH THE PHASE I E&S CONTROL PLAN SHALL BE PLACED AS THE FIRST STEP IN GRADING. 3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS SHALL BE SEEDED AND MULCHED WITHIN SEVEN (7) DAYS AFTER BACKFILL. NO MORE THAN 500 FEET SHALL BE OPEN AT ANY ONE TIME. 4. ELECTRIC, POWER, TELEPHONE AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND MULCHED WITHIN SEVEN (7) DAYS AFTER BACKFILL. 5. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SEDIMENT CONTROL DAMS SHALL BE SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY (AS SOON AS POSSIBLE, BUT NO LATER THAN 48 HOURS) AFTER COMPLETION OF GRADING. STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN SEVEN (7) DAYS AFTER GRADING. 6. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION MAINTAINED AND MODIFIED DURING CONSTRUCTION PROGRESS AS REQUIRED. 7. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROL SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE STABILIZED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN PER FEDERAL, STATE AND LOCAL REQUIREMENTS UNLESS OTHERWISE DIRECTED BY THE CLIENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE APPLICABLE NOTICE OF INTENT TO INITIATE LAND DISTURBING ACTIVITIES WITH THE APPROPRIATE REVIEWING AGENCY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE APPLICABLE NOTICE OF TERMINATION OF LAND DISTURBING ACTIVITIES WITH THE APPROPRIATE REVIEWING AGENCY. XIII. OTHER IMPORTANT NOTES: 1. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES. 3. 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 INTO ADJACENT PROPERTIES. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE AND MAINTAIN A WATER TRUCK ON SITE AT ALL TIMES FOR THE PURPOSE OF WASHING CONSTRUCTION VEHICLES AT THE STONE CONSTRUCTION ENTRANCE PRIOR TO THEIR ENTERING THE RIGHT-OF-WAY. SEDIMENT LADEN RUNOFF SHALL BE DIRECTED AWAY FROM THE RIGHT-OF-WAY AND TOWARDS AN EROSION AND SEDIMENT CONTROL DEVICE PRIOR TO DISCHARGE INTO THE PUBLIC STORM SYSTEM. 5. BORROW OR HAUL (IF REQUIRED) SHALL BE FROM AN APPROVED OFFSITE LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL RELATED PERMITS. 6. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, GROUNDWATER AND SOIL SHALL BE DISPOSED OF IN A MANNER WHICH DOES NOT SPILL ONTO EXISTING PAVEMENT AND CLOG EXISTING INLETS. 7. SOIL STOCKPILE IS NOT ANTICIPATED FOR THIS PROJECT. EXCESS SOIL WILL BE HAULED FROM THE SITE.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-VAC230040.00-0A----->LAYOUT: C-603 EROSION AND SEDIMENT CONTROL NOTESDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-604 EROSION AND SEDIMENT CONTROL DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-VAC230040.00-0A----->LAYOUT: C-604 - EROSION AND SEDIMENT CONTROL DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 SEDIMENT TRAP DESIGN Trap Drainage Storage Volume Dimensions Elevations Embankment Outlet Top Spillway ID Area Total "Wet""Dry""Wet" *"Dry" **Storage Trap Clean Elev.Height Height Width Dimensions Req.Prov.Req.Prov.Req.Prov.L x W x D L x W x D "Wet""Dry"Bottom Out***H Ho W L x W (ac)(cy)(cy)(cy)(cy)(cy)(cy)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft) ST-1 1.36 184 267 92 97 92 170 161 x 18 x 2.5 187 x 27 x 1.5 689.50 691.00 687.00 688.25 692.00 2.5 1.5 2.5 9' x 17.5' NOTES * WET DIMENSIONS:LENGTH AND WIDTH ARE AT BASE OF STONE OUTLET. DEPTH IS MEASURED FROM BASE OF STONE OUTLET DOWN TO BOTTOM OF TRAP. ** DRY DIMENSIONS:LENGTH AND WIDTH ARE AT CREST OF STONE OUTLET. DEPTH IS MEASURED FROM BASE OF STONE OUTLET UP TO CREST OF STONE OUTLET. *** THE CLEAN OUT ELEVATION SHALL BE MARKED USING STAKE OR SPRAY PAINT ON THE RISER 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. 69569669769869869 3 693 693693 693693693 693694 69 4 694685690690683684686687 687687688 688688689689689691691692692 689 690 691 SSSSMIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW SL SL SL SL SL SL SL SL MAIN ENTRANCE REAR ENTRANCE U59- F B PRO T O T Y P E ARE A = 5 , 9 1 5 S F 64 S P A C E S FFE = 6 9 4 . 5 0 HEI G H T = ± 3 3 . 5 0 ' 12 9 9 9 9 8 WW W W W W WWWM W WWWW2 6 PROP. 20' FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT W WMHYD SL SL SSSS S S S PROP. VARIABLE WIDTH FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT FOR FUTURE WATER MAINGGG G G G G G G GGGGGGGGGGGGGGGGE EEEE E E E E E T TTTT T T T T T T3(B)UAP 2(B)QC 11(P)PLO 5(P)CC 32(P)ICBUR 33(P)ICC 29(P)IGC 36(P)ICBUR 3(I)ZS 2(I)ZS 36(P)ICC 30(P)IGC 2(P)QPH 2(I)ZS 15(P)IGC 1(I)ZS 1(I)ZS 5(P)AR 6(P)BN 3(P)QPH 3(B)UAP 1(I)ZS 7(I)ICBUR 23(P)ICBUR 44(P)ICC 32(P)IGC 2(P)QPH 1(P)QPH SSSSFREDERICK WATER EASEMENT W TTTTTTTTTTTTTTTTTTT675 680 685 690690 686687 688 689 691 692 693 LANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL.CONT. SHADE TREES AR 5 ACER RUBRUM RED MAPLE 2 1/2-3" CAL. / 12-14'B+B BN 4 BETULA NIGRA MULTI STEM RIVER BIRCH 12-14'B+B PLO 11 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2 1/2-3" CAL.B+B QC 2 QUERCUS COCCINEA SCARLET OAK 2 1/2-3" CAL.B+B QPH 8 QUERCUS PHELLOS WILLOW OAK 2 1/2-3" CAL. / 12-14'B+B UAP 6 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 2 1/2-3" CAL. / 12-14'B+B ZS 10 ULMUS AMERICANA 'PRINCETON'PRINCETON AMERICAN ELM 2 1/2-3" CAL. / 12-14'B+B SUBTOTAL:46 ORNAMENTAL TREES CC 5 CERCIS CANADENSIS EASTERN REDBUD 2-2 1/2" CAL. / 8-10'B+B SUBTOTAL:5 EVERGREEN SHRUBS ICBUR 98 ILEX CORNUTA 'BURFORDII'BURFORD HOLLY 24-30"#5 CAN ICC 113 ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 24-30"#3 CAN IGC 106 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 24-30"#5 CAN SUBTOTAL:317 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE. A STREET TREE LANDSCAPING DESCRIPTION REQUIRED EXISTING STREET TREES (1/40 X 439)0 PROPOSED PROVIDED 11 ADJACENT ROAD NAME PRINCE FREDERICK DRIVE - VA. RTE. 781 TOTAL LINEAR FEET 439 LF 0 0 "A" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT SECTION 165-203.01.A.1 B STREET TREE LANDSCAPING REQUIRED EXISTING STREET TREES (1/40 X 300)0 PROPOSED PROVIDED 8 ADJACENT ROAD NAME MILLWOOD PIKE - U.S. RTE. 17/50 TOTAL LINEAR FEET 300 LF 8 8 "B" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT SECTION 165-203.01.A.1 IMPERVIOUS AREA 69,585 SF DESCRIPTION REQUIRED PROVIDED TREES (1/2,000 SF X 69,585 SF)35 35 PERIMETER LANDSCAPING SECTION 165-202.01.D.13 "P" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREES (1/5,000 SF 0 SF)0 TOTAL 35 35 A CONTINUOUS ROW OF 3' TALL EVERGREEN SHRUBS HAVE BEEN PROVIDED IN FRONT OF ALL PARKING BAYS. C & D PARKING AREA 52,825 SF DESCRIPTION REQUIRED PROVIDED TREES (1/10 X 68)7 TREES 10 TREES INTERIOR LANDSCAPING SECTION 165-202.01.D.13.b. PARKING SPACES 66 SPACES PLANTING AREA RATIO 5% PLANTING AREA (53,663 SF X 5%)2,642 SF 3,058 SF (5.79%) "I" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT H YDW E SNAD83 NAD8350'R C-701 LANDSCAPE PLAN 1"=30' 0 307.51530 HATCH LEGEND INTERIOR PARKING LOT AREA PARKING LOT LANDSCAPE AREA DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-LSCP-VAC230040.00-0A----->LAYOUT: C-701- LANDSCAPE PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 1"=100' 0 1002550100 IMPERVIOUS AREA INSET PLAN IMPERVIOUS AREA INSET LEGEND NOTES 1. ALL PERVIOUS SOIL AREAS WITHIN THE LIMITS OF DISTURBANCE SHALL BE PERMANENTLY SODDED USING A BLENDED MIXTURE OF WARM AND COOL SEASON GRASSES C-702 LANDSCAPE NOTES AND DETAILS TREE PLANTING ON SLOPE DETAIL NOT TO SCALE EXISTING GRADE DO NOT WRAP TRUNK PREPARED SOIL FOR TREES 1 PART PEAT MOSS1 PART COW MANURE3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 12" SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE 12 GAUGE GALVANIZED WIRE GUYS TWISTED REINFORCED RUBBER HOSE (1/2" DIA.) NOTE: TREE STAKING TO BE REMOVEDAFTER 2 GROWING SEASONS B&B CONTAINER FINISHED GRADE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT NOT TO SCALE 8-12" 24" MINIMUM DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 3" THICK LAYER OF DARKBROWN DOUBLESHREDDED HARDWOODMULCH PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TOBALLING AND BURLAPPING. FOR CONTAINER-GROWNSHRUBS, USE FINGER ORSMALL HAND TOOLS TO PULLTHE ROOTS OUT OF THE OUTERLAYER OF POTTING SOIL; THENCUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4"OF WELL-COMPOSTED LEAVESAND RECYCLED YARD WASTETO BED AND TILL INTO TOP 6"OF PREPARED SOIL PLACE SHRUB ONFIRM SOIL INBOTTOM OF HOLE. UNDISTURBEDSUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. REMOVE THE TOP 1/3 OF THEWIRE BASKET IF PRESENT. ANYAND ALL TWINE SHALL BEREMOVED FROM THE SHRUBBEFORE BACKFILLING. BURLAPSHALL BE FOLDED BACK INTOPLANTING HOLE EVERGREEN TREE PLANTING DETAIL NOT TO SCALE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 4" BUILT-UP EARTH SAUCER 4-6" DEEPER THAN ROOT BALL BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. SET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLE 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH ONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPEARCHITECT FOLD BURLAP AWAY FROM TOP OFROOT BALL PREPARE WIDTH OF PLANTING HOLE 6 FTOR TWICE THE WIDTHOF THE ROOT BALL;WHICHEVER ISGREATER PREPARED SOIL FORTREES 1 PART PEAT MOSS 1PART COW MANURE 3PARTS TOPSOIL UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DO NOT STAKE ORWRAP TRUNK REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE NOT TO SCALE EXISTING SUBSOILMINIMUM 6" TOPSOIL FINISHED GRADE PERENNIAL/GROUND COVER PLANTING DETAIL 3" THICK LAYER OFDARK BROWN DOUBLESHREDDED HARDWOODMULCH D DD TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED D= PROPOSED ON CENTER(O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER PLANTING DECIDUOUS TREE PLANTING DETAIL 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. NOT TO SCALE 3" THICK LAYER OF DARK BROWN DOUBLESHREDDED HARDWOOD MULCH TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DIG WIDE, SHALLOW HOLEWITH TAMPED SIDES ONLY TREES WITH ONE MAIN LEADERSHALL BE PURCHASED. DO NOT PRUNETREE AT PLANTING UNLESS DIRECTEDTO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER INPOORLY DRAINING SOILS. FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL ON FIRMPAD IN BOTTOM OF HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IFPRESENT. ANY AND ALL TWINE SHALL BEREMOVED FROM THE TREE BEFOREBACKFILLING. BURLAP SHALL BE FOLDED BACKINTO PLANTING HOLE DO NOT STAKEOR WRAP TRUNK PREPARED SOIL FOR TREES1 PART PEAT MOSS1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBEDSUBGRADE PREPARE WIDTH OFPLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: ·1 PART PEAT MOSS ·1 PART COMPOSTED COW MANURE BY VOLUME ·3 PARTS TOPSOIL BY VOLUME ·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 14. EASEMENTS A. NO PROPOSED TREES OR SHRUBS SHALL BE PLACED IN FREDERICK WATER EASEMENTS. 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.DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-LSCP-VAC230040.00-0A----->LAYOUT: C-702- LANDSCAPE NOTES AND DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-703 IRRIGATION PLAN DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-703 IRRIGATION PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. NTS C-704 PHOTOMETRIC PLAN DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-704 PHOTOMETRIC PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. C-705 LIGHTING DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-705 - LIGHTING DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. C-706 LIGHTING DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-706 - LIGHTING DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROP. STM PROFILE (A-10 TO A-30) 680 690 700 680 690 700 10+00 10+50 11+00 11+50 12+00 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROP. STM PROFILE (B-10 TO B-20) 670 680 690 700 670 680 690 700 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROP. STM PROFILE (C-10 TO C-40) 680 690 700 680 690 700 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROP. SAN PROFILE (A-10 TO A-30) 670 680 690 700 670 680 690 700 10+00 10+50 11+00 11+50 62.68' - 15" RCP @ 0.50% 137.05' -15" RCP @ 0.60% STMA-30 STMA-20 52.74' - 18" RCP @ 2.09% STMB-20 STMC-10 13.09' - 12" HP STORM PP @ 3.71% 34.01' - 12" HP STORM PP @ 1.00% STMC-30 UNDERGROUND DETENTION STMC-20 PROP VDOT DI-3C; HGT (5.34')RIM 693.48INV IN 688.67 (8") RD-1INV OUT 688.14 (15") A-2011+99.72PROP VDOT MH-1; HGT (4.27')RIM 691.48INV IN 687.31 (15") A-30INV OUT 687.21 (15") A-1010+62.68PROP RISER; HGT (6.70')RIM 691.20INV OUT 684.50 (18") B-10.110+94.02PROP VDOT ES-1; HGT (1.11')INV OUT 683.7410+00PROP RISER PORT;HGT (8.59')RIM 693.16INV IN 684.58 (60") C-31INV OUT 684.58 (12") C-2010+47.09PROP OUTLET CONTROL STRUCTURE; HGT (9.03')RIM 693.11INV IN 684.09 (12") C-30INV OUT 684.08 (12") C-1010+34.01PROP. GRADE PROP. GRADE PROP. GRADE 10+00 10+50 11+00 11+50 12+00 12+50PROP. SAN MH; HGT (6.12')RIM 683.74INV IN 677.82 (6")INV OUT 677.62 (8")11+54.34SANA-20 PROP. GRADE 89.82' -8" SAN CL 52 DIP @ 0.40% 57.55' - 6" SAN SDR35/26 @ 8.00% SANA-30 PROP. PRIVATE SAN DROP MH; HGT (11.25')RIM 693.67INV IN 689.89 (6")INV OUT 682.42 (6")12+11.89PROP VDOT EW-2; HGT (1.44')INV OUT 686.9010+00STMA-10 HGL HGL HGL CONTRACTOR TOCORE DRILL ANDRESHAPE BENCH PROP CONNECTION TO UNDG DETENTION; HGT (8.05')INV IN 684.58 (60") C-31INV IN 687.02 (12") C-4010+77.09STMC-40 STMC-32 PROP VDOT DI-3C; HGT (5.41')RIM 692.53INV OUT 687.12 (12") C-3210+87.1810.08' - 12" HP STORM PP @ 1.00%PROP VDOT MH-1; HGT (8.84')RIM 685.74INV IN 681.10 (18") B-20INV OUT 678.50 (18") B-1010+52.74STMB-10.1 SAN A-10A PROP. SAN MH; HGT (3.91')RIM 681.07INV IN 677.36 (8")INV OUT 677.16 (8")10+89.8264.52' - 8" SAN CL 52 DIP @ 0.40% 41.28' - 18" RCP @ 8.24% C-801 UTILITY PROFILES 1"= 5' 2.5 1.25 505 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PROF-VAC230040.00-0A----->LAYOUT: C-801 - UTILITY PROFILESDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 1"=50' 0 5012.52550 STORM STRUCTURE SCHEDULE NAME A-10 A-20 A-30 RD-1 RD-2 RD-3 RD-4 RD-5 RD-6 RD-7 RD-8 RD-9 TYPE VDOT EW-2 VDOT MH-1 VDOT DI-3C STM C/O STM C/O STM C/O STM C/O STM C/O BLDG BLDG STM C/O STM C/O RIM ELEV. (FT.) 688.34' 691.48' 693.48' 694.28' 694.45' 694.45' 694.44' 694.37' 694.50' 694.50' 694.50' 694.50' INVERTS INV IN = 686.90' (15") INV IN = 687.31' (15") INV OUT = 687.21' (15") INV IN = 688.67' (8") INV OUT = 688.14' (15") INV IN = 689.58' (8") INV OUT = 689.58' (8") INV IN = 689.82' (8") INV IN = 691.43' (6") INV OUT = 689.82' (8") INV IN = 690.00' (8") INV IN = 691.43' (6") INV OUT = 690.00' (8") INV IN = 690.40' (8") INV OUT = 690.40' (8") INV OUT = 690.59' (6") INV IN = 690.58' (6") INV OUT = 690.58' (8") INV OUT = 691.51' (6") INV OUT = 691.53' (6") INV IN = 690.57' (6") INV OUT = 690.71' (6") STORM STRUCTURE SCHEDULE NAME B-10 B-10.1 B-20 TYPE EX MH VDOT MH-1 RISER RIM ELEV. (FT.) 689.78' 685.74' 691.20' INVERTS INV IN = 677.40' (18") INV IN = 673.05' (21") INV OUT = 672.95' (21") INV IN = 681.10' (18") INV OUT = 678.50' (18") INV OUT = 684.50' (18") STORM STRUCTURE SCHEDULE NAME C-10 C-20 C-30 C-31 C-32 C-40 TYPE VDOT ES-1 OUTLET CONTROL STRUCTURE RISER PORT UNDG DETENTION ELBOW CONNECTION TO UNDG DETENTION VDOT DI-3C RIM ELEV. (FT.) 684.85' 693.11' 693.16' 690.38' 692.63' 692.53' INVERTS INV IN = 683.74' (12") INV IN = 684.09' (12") INV OUT = 684.08' (12") INV IN = 684.58' (60") INV OUT = 684.58' (12") INV OUT = 684.58' (60") INV OUT = 684.58' (60") INV IN = 684.58' (60") INV IN = 687.02' (12") INV OUT = 687.12' (12") STORM STRUCTURE SCHEDULE NAME D-10 RD-9 RD-10 RD-11 RD-12 RD-13 TYPE VDOT ES-1 STM C/O STM C/O STM C/O STM C/O STM C/O RIM ELEV. (FT.) 687.07' 692.59' 693.59' 693.93' 693.94' 693.60' INVERTS INV IN = 686.38' (8") INV IN = 686.90' (8") INV OUT = 686.90' (8") INV IN = 688.06' (8") INV OUT = 687.96' (8") INV IN = 688.50' (8") INV OUT = 688.40' (8") INV IN = 688.94' (8") INV OUT = 688.84' (8") INV OUT = 689.28' (8") STORM SEWER PIPE SCHEDULE FROM A-20 A-30 RD-1 RD-2 RD-3 RD-4 RD-5 RD-6 RD-7 RD-8 RD-9 FROM INV 687.21' 688.14' 689.58' 689.82' 690.00' 690.40' 690.58' 691.51' 691.53' 690.57' 690.71' TO A-10 A-20 A-30 RD-1 RD-2 RD-3 RD-4 RD-2 RD-3 RD-4 RD-5 TO INV 686.90' 687.31' 688.67' 689.58' 689.82' 690.00' 690.40' 691.43' 691.43' 690.59' 690.58' PIPE LENGTH 62.68' 137.05' 87.16' 23.63' 17.63' 38.29' 16.63' 3.34' 10.00' 3.48' 13.15' SLOPE (%) 0.50% 0.60% 1.04% 1.04% 1.04% 1.04% 1.04% 2.36% 1.00% 0.50% 1.04% DIAMETER (IN.) 15" 15" 8" 8" 8" 8" 8" 6" 6" 6" 6" MATERIAL RCP RCP PVC PVC PVC PVC PVC PVC PVC PVC Pipe PVC Pipe STORM SEWER PIPE SCHEDULE FROM B-10 B-10.1 B-20 FROM INV 673.60' 672.95' 678.50' 684.50' TO B-10 B-10 B-10.1 TO INV 673.05' 672.30' 677.40' 681.10' PIPE LENGTH 54.05' 41.59' 52.74' 41.28' SLOPE (%) 1.02% 1.56% 2.09% 8.24% DIAMETER (IN.) 21" 21" 18" 18" MATERIAL EX EX RCP RCP STORM SEWER PIPE SCHEDULE FROM C-20 C-30 C-31 C-31 C-40 FROM INV 684.08' 684.58' 684.58' 684.58' 687.12' TO C-10 C-20 C-32 C-30 C-32 TO INV 683.74' 684.09' 684.58' 684.58' 687.02' PIPE LENGTH 34.01' 13.09' 5.00' 25.00' 10.08' SLOPE (%) 1.00% 3.71% 0.00% 0.00% 1.00% DIAMETER (IN.) 12" 12" 60" 60" 12" MATERIAL HP STORM PP HP STORM PP HDPE HDPE HP STORM PP STORM SEWER PIPE SCHEDULE FROM RD-9 RD-10 RD-11 RD-12 RD-13 FROM INV 686.90' 687.96' 688.40' 688.84' 689.28' TO D-10 RD-9 RD-10 RD-11 RD-12 TO INV 686.38' 686.90' 688.06' 688.50' 688.94' PIPE LENGTH 17.06' 30.28' 34.00' 34.00' 34.00' SLOPE (%) 3.00% 3.51% 1.00% 1.00% 1.00% DIAMETER (IN.) 8" 8" 8" 8" 8" MATERIAL PVC PVC PVC PVC PVC SANITARY STRUCTURE SCHEDULE NAME A-10 A-10A A-20 A-30 A-40 A-41 A-42 A-50 A-60 A-70 A-80 A-90 A-100 TYPE EX. SAN MH SAN MH SAN MH PRIVATE SAN DROP MH SAN C/O SAN C/O BLDG SAN C/O GREASE TRAP GREASE TRAP SAN C/O SAN C/O BLDG RIM ELEV. (FT.) 683.75' 681.07' 683.74' 693.67' 693.96' 691.88' 694.50' 693.97' 694.05' 694.12' 694.29' 694.38' 694.50' INVERTS INV IN = 676.80' (8") INV OUT = 676.60' (8") INV IN = 677.36' (8") INV OUT = 677.16' (8") INV IN = 677.82' (6") INV OUT = 677.62' (8") INV IN = 689.89' (6") INV OUT = 682.42' (6") INV IN = 690.09' (6") INV IN = 690.09' (6") INV OUT = 690.09' (6") INV IN = 691.31' (6") INV OUT = 691.21' (6") INV OUT = 691.21' (6") INV IN = 690.21' (6") INV OUT = 690.21' (6") INV IN = 690.29' (6") INV OUT = 690.29' (6") INV IN = 690.35' (6") INV OUT = 690.35' (6") INV IN = 691.08' (6") INV OUT = 691.08' (6") INV IN = 691.17' (6") INV OUT = 691.17' (6") INV OUT = 691.25' (6") SANITARY PIPE SCHEDULE FROM A-10 A-10A A-20 A-30 A-40 A-41 A-42 A-50 A-60 A-70 A-80 A-90 A-100 FROM INV 676.60' 677.16' 677.62' 682.42' 690.09' 691.21' 691.21' 690.21' 690.29' 690.35' 691.08' 691.17' 691.25' TO A-10 A-10A A-20 A-30 A-40 A-41 A-40 A-50 A-60 A-70 A-80 A-90 TO INV 675.75' 676.80' 677.36' 677.82' 689.89' 690.09' 691.31' 690.09' 690.21' 690.29' 690.35' 691.08' 691.17' PIPE LENGTH 169.08' 89.82' 64.52' 57.55' 19.16' 41.98' 8.92' 12.01' 7.35' 5.80' 69.97' 8.84' 7.85' SLOPE (%) 0.50% 0.40% 0.40% 8.00% 1.04% 2.68% -1.04% 1.04% 1.04% 1.04% 1.04% 1.04% 1.04% DIAMETER (IN.) 8" 8" 8" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" MATERIAL EX CL 52 DIP CL 52 DIP SDR35/26 SDR35 SDR-35 SDR-35 SDR35 SDR35 SDR35 SDR35 SDR35 SDR35 C-802 UTILITY COMPUTATIONS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PROF-VAC230040.00-0A----->LAYOUT: C-802 - UTILITY COMPUTATIONSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 MILLWOOD PIKE - U.S. RTE.17/50PRINCE FREDERICK DRIVE - VA. RTE. 781 LOWLOWLOWLOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWSLSLSLSLSLSLGGGGGG G G G G G G G G G E E EEE ET T TTTT OBJ OBJ 13+94 10+00 11+00 12+00 13+00 13+96 10+00 11+00 12+00 13+00 T T T T T T T T T T T 485.3' MINIMUM: 440' 1087.8' INTE R S E C T I O N S P A C I N G (TO COSTE L L O D R I V E ) MINIMUM = 4 4 0 ' ±184.5' BETWEEN ENTRANCES WESNAD83 NAD83EYE DATUM ELEV 665.00 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROP. SIGHT DISTANCE PROFILE (SDL) 670 680 690 700 710 670 680 690 700 710 DATUM ELEV 665.00 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PROP. SIGHT DISTANCE PROFILE (SDR) 670 680 690 700 710 670 680 690 700 710 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 EYE OBJ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 EYE OBJ SIGHT DISTANCE LEFT 390' ALONG PRINCE FREDERICK DRIVE 3.5'MINIMUM3.5'MINIMUM3.5'MINIMUM3.5'MINIMUMSIGHT DISTANCE RIGHT 390' ALONG PRINCE FREDERICK DRIVE PROP.GRADE PROP.GRADE C-810 SIGHT DISTANCE PROFILE DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PROF-VAC230040.00-0A----->LAYOUT: C-810 - SIGHT DISTANCE PROFILEDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 1"= 5' 2.5 1.25 505 1"=50' 0 5012.52550 1"=50' 0 5012.52550 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. C-901 CONSTRUCTION DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-901 CONSTRUCTION DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-902 CONSTRUCTION DETAILS 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. NOT TO SCALE SPILL CURB & GUTTER DETAIL 2'-0" 6"1"6"0.5"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. SPILL CURB & GUTTER 6"NOTES: 1-1/2"R NOT TO SCALE TRAFFIC RATED CLEANOUT DETAIL 3000 P.S.I. CONCRETE SAND CUSHION 4" SEWER CLEANOUT CAP 6" PVC ENCASEMENT PIPE ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC SURFACE 3,000 P.S.I CONCRETE TRAFFIC RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE FINISHED GRADE 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE)4" MAX.18"S NOT TO SCALE BOLLARD MOUNTED SIGN DETAIL 1. ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES. 2. SEE WAWA DETAILS SHEET FOR ADA PARKING SIGN3'-0"7'-0" TO BOTTOM OFLOWEST REQUIRED SIGN1'-6"2'-0"6"NOTE: 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE NOT TO SCALE STANDARD DUTY ASPHALT PAVEMENT SECTION 1.5" ASPHALT SURFACE COURSE (SM-9.5A) 3" ASPHALT BINDER COURSE (BM-25.0A) 6" COMPACTED STONE BASE (21A/B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOT TO SCALE CONCRETE-TO-ASPHALT DETAIL TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE PAVEMENT SECTION FULL HEIGHT CURB 5' CURB TAPER 2" NOT TO SCALE CURB TAPER DETAIL PAVEMENT SURFACE 1" RADIUS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-902 CONSTRUCTION DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-903 WAWA SITE DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-903 WAWA SITE DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 CONCRETE AREAS BITUMINOUS AREAS LANDSCAPED AREAS GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS LANDSCAPEDBITUMINOUS GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING PROPOSED WAWA FOODMARKET(W50 FRONT/BACK TOWER) (01/30/2013)W/ REMOTE TRASHCOMPOUND (5,585 SF) PROPOSED WAWAFOOD MARKET (02/18/2013)(W40 TOWER FRONT/BACKW/ REMOTE TRASH)(4,685 S.F.) PROPOSED WAWA FOODMARKET (W50 TOWER W/ REMOTETRASH) (10/21/2012)(5,051 SF) PROPOSED WAWAFOOD MARKET(W45 TOWER W/ REMOTETRASH) (04/15/2013)(4,670 S.F.) SCALE: N.T.S. A.D.A. FLARE CURB RAMP REV.:2014.03.05 WW P2 SCALE: N.T.S.REV.:2014.03.05 RESERVED PARKING SPACE W/ PENALTIES & VAN ACCESSIBLE SIGNSWW T4 SCALE: N.T.S. RESERVED PARKING SPACE & PENALTIES SIGNS REV.:2014.03.05 WW T5 SCALE: N.T.S. ISOLATION JOINT DETAIL REV.:2014.03.05 WW P7 SCALE: N.T.S. CONTROL JOINT DETAIL REV.:2014.03.05 WW P8 SCALE: N.T.S. CONSTRUCTION JOINT DETAIL REV.:2014.03.05 WW P10 SCALE: N.T.S. PATENT PENDING ADA DETECTABLE WARNING TRUNCATED DOME TOOL DESIGN REV.:2014.03.05 WW P16 SCALE: N.T.S. A.D.A. PAINTED MARKINGS REV.:2014.03.05 WW T6 SCALE: N.T.S. SIDEWALK DETAIL REV.:2014.03.05 WW P3 SCALE: N.T.S. PARKING, CANOPY, & TRASH MAT DETAIL REV.:2014.03.05 WW P4 SCALE: N.T.S. TANK MAT DETAIL REV.:2014.03.05 WW P5 SCALE: N.T.S. WAWA BOLLARD DETAIL REV.:2014.03.05 WW A1 SCALE: N.T.S. BOLLARD SPACING DETAIL REV.:2014.03.05 WW A2 SCALE: N.T.S. DETAIL OF TYPICAL CONCRETE PAVING JOINT DETAIL (STUCCO W50 F/B TOWER W/ STRIPED ISLANDS) REV.:2014.03.05 WW P11 SCALE: N.T.S. DETAIL OF TYPICAL CONCRETE PAVING JOINT DETAIL (STUCCO W50 TOWER W/ STRIPED ISLANDS) REV.:2014.03.05 WW P11 SCALE: N.T.S. DETAIL OF TYPICAL CONCRETE PAVING JOINT DETAIL (STUCCO W40 F/B TOWER W/ STRIPED ISLANDS) REV.:2014.03.05 WW P11 SCALE: N.T.S. DETAIL OF TYPICAL CONCRETE PAVING JOINT DETAIL (STUCCO W45 TOWER W/ STRIPED ISLANDS)WW P11 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. C-904 WAWA SITE DETAILS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-904 WAWA SITE DETAILSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 ONLY EMPLOYEE PARKINGOR TRUCK NO VAN PARKING ONLY AIR PUMP PARKING MOUNTABLE CURB DETAIL EMERGENCYFUEL PUMPSHUT-OFF LIGHT POLE WITH STANDARD ANCHORING DETAIL AA SCALE: N.T.S. AIR PARKING SPACE DETAIL REV.:2014.03.05 WW T9 SCALE: N.T.S. STANDARD POLE MOUNTED SIGN INSTALLATION DETAIL REV.:2014.03.05 WW T1 SCALE: N.T.S. SIGN LETTERING DETAILS REV.:2014.03.05 WW T3 SCALE: N.T.S. PARKING SPACE LETTERING DETAIL REV.:2014.03.05 WW T7 SCALE: N.T.S. WAWA SPECIFIC SIGN MOUNTING DETAIL REV.:2014.03.05 WW T2 SCALE: N.T.S. EMERGENCY PUMP SHUTOFF DETAIL REV.:2014.03.05 WW A5 SCALE: N.T.S. AIR PUMP STAND REV.:2014.03.05 WW A4 SCALE: N.T.S. STAMPED CONCRETE DETAIL REV.:2014.03.05 WW P14 SCALE: N.T.S. CORNER ISLAND DETAIL REV.:2014.03.05 WW P15 SCALE: N.T.S. LOADING ZONE STRIPING DETAIL REV.:2014.03.05 WW T8 ONE WAY CLEAN-OUT TWO WAY CLEAN-OUT(USE WITHIN 5' OF BUILDING ONLY) SCALE: N.T.S. GREASE INTERCEPTOR DETAIL REV.:2014.03.05 WW X1 SCALE: N.T.S. TYPICAL CLEANOUT DETAIL REV.:2014.03.05 WW S2 NTS DUMPSTER CONCRETE APRON TRASHCOMPOUND 21 10'HEAVY DUTY CONCRETE DUMPSTER AREA SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL DESIGN. 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. NOTE: DETAIL PROVIDED FOR REFERENCE ONLY; SEE PLUMBING PLANS FOR LATEST GREASE INTERCEPTOR NOTES AND DETAILS C-905 MAINTENANCE OF TRAFFIC PLAN DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-905 MAINTENANCE OF TRAFFIC PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW 3B 41D 41D 3B TOT. AREA: 1.38 ACIMP. AREA: 0.28 ACCN: 82 POI-1 TOT. AREA: 1.14 ACIMP. AREA: 0.10 ACCN: 81 POI-2 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PRED-VAC230040.00-0A----->LAYOUT: C-910 - PRE-DEVELOPMENT DRAINAGE AREA MAPSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-910 PRE- DEVELOPMENT DRAINAGE AREA MAP 1"=30' 0 307.51530 PROPOSEDOBJECT IMPERVIOUS AREA LIMIT OF DISTURBANCE LOD LOD LEGEND SOILS TYPE SOILS BOUNDARY XxX DRAINAGE AREA LIMIT NOTE: SEE SHEET C-601 FOR SOIL INFORMATION SITE AREA (LIMITS OF DISTURBANCE) ±110,107 SF - 2.53 AC SF EXISTING IMPERVIOUS AREAS (LIMITS OF DISTURBANCE) ±17,994 SF - 0.41 AC TIME OF CONC. FLOWPATH MIL LWOO D P I K E - U . S . R T E . 1 7 / 5 0 PRINCE FREDERICK DRIVE - VA. RTE. 781S60°36'21"E 233.31' (R) S60°15'35"E 232.91' (M)S25°32'27"W (R)S25°44'15"W (M)376.89' (R&M)N73°50'33"W 305.07' (R) N73°35'32"W 304.79' (M) S67°47'18"E (R) S67°35'30"E (M) 67.43' (R&M) W E SNAD83 NAD83LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LOW LOW SL SL SL SL SL SL SL SL MAIN ENTRANCE REAR ENTRANCE U59- F B PRO T O T Y P E ARE A = 5 , 9 1 5 S F 64 S P A C E S FFE = 6 9 4 . 5 0 HEI G H T = ± 3 3 . 5 0 ' PR O P . D R Y P O N D PROP. 20' FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT 5 'R 1 4 'R 20'R 5'R3'R 25'R 25'R 5'R 5'R 5'R 5'R 50'R5'R5'R15'R PROP. OUTLET PROTECTION 6'X9.5'X1' D50=0.5' PROP. OUTLET PROTECTION PROP. EMERGENCY SPILLWAY 10'X36'X1' D50=0.5' PROP. OUTLET PROTECTION 8'X9'X1' D50=0.5' 5'R 5'RPROP. OUTLET PROTECTION PROP. OUTLET PROTECTION SL SL SSSS S S S PROP. VARIABLE WIDTH FREDERICK WATER EASEMENT PROP. 20' FREDERICK WATER EASEMENT FOR FUTURE WATER MAIN 3B 41D 41D 3B TIE INTO EX. EP LAST 2' OF CURB TO BE NOSED DOWN PR. TRAFFIC SIGNAL FOUNDATION (DESIGN BY OTHERS) PR. SIGNAL CONTROLLER FOUNDATION (DESIGN BY OTHERS) PR. TEMPORARY CONSTRUCTION EASEMENT PR. 6' SHOULDER; 4' PAVED PR. RIGHT OF WAY DEDICATION PR. CG-9D LIMITS OF MILL AND OVLERLAY EX. UNDERGROUND COMMUNICATION TO BE RELOCATED (DESIGN BY OTHERS) PR. 10' DRY UTILITY EASEMENT W TTTTTTTTTTTTTTTTTTTTOT. AREA: 1.36 ACIMP. AREA: 1.15 ACCN: 95 POI-1A TOT. AREA: 0.49 ACIMP. AREA: 0.47 ACCN: 97 POI-2A TOT. AREA: 0.29 ACIMP. AREA: 0.00 ACCN: 80 POI-2B TOT. AREA: 0.39 ACIMP. AREA: 0.02 ACCN: 81 POI-1B POI-2 POI-1 685 690 690695690 687 688 689 691 692 693 685 690 686 687 688 689 691685690 693 6 9 4 694 69 4694 DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PSTD-VAC230040.00-0A----->LAYOUT: C-911 - POST-DEVELOPMENT DRAINAGE AREA MAPDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-911 POST- DEVELOPMENT DRAINAGE AREA MAP 1"=30' 0 307.51530 PROPOSEDOBJECT IMPERVIOUS AREA LIMIT OF DISTURBANCE LOD LOD LEGEND SOILS TYPE SOILS BOUNDARY XxX DRAINAGE AREA LIMIT NOTE: SEE SHEET C-601 FOR SOIL INFORMATION SITE AREA (LIMITS OF DISTURBANCE) ±110,107 SF - 2.53 AC PROPOSED IMPERVIOUS AREAS (LIMITS OF DISTURBANCE) ±71,565 SF - 1.64 AC TIME OF CONC. FLOWPATH DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PSTD-VAC230040.00-0A----->LAYOUT: C-912 - STORMWATER MANAGEMENT PLANDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-912 STORMWATER MANAGEMENT PLAN STORMWATER NARRATIVE EXISTING CONDITIONS THE EXISTING SITE SERVES A VACANT COMMERCIAL LOT. THE SITE CONSISTS OF GRASSED, WOODED, GRAVEL, AND PAVED AREAS. EXISTING GRADES ON SITE ARE BETWEEN 1% AND 33%. THE SITE HAS TWO STORMWATER DISCHARGE POINTS OF INTEREST IN THE PRE-DEVELOPED CONDITION. POI-1 DISCHARGES TO A ROADSIDE DITCH AND CULVERT ALONG MILLWOOD PIKE. POI-2 DISCHARGES TO A WOODED AREA TO THE SOUTHEAST. PROPOSED IMPROVEMENTS THE SITE IS LOCATED ON THE SOUTHWEST CORNER OF PRINCE FREDERICK DRIVE AND MILLWOOD PIKE. THE DEVELOPMENT INCLUDES THE CONSTRUCTION OF A PROPOSED BUILDING (APPROXIMATELY 5,915 SF), CURB, UTILITIES, LANDSCAPING, STORMWATER MANAGEMENT FACILITIES, AND ASSOCIATED SITE IMPROVEMENTS AS SHOWN IN THIS SITE PLAN SET. THE AREA OF DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 2.53 ACRES. WATER QUALITY COMPLIANCE 9VAC25-870-63 AND 9VAC-870-65 REQUIRE STORMWATER MANAGEMENT CONTROLS ON DEVELOPED LANDS IN ORDER TO PROTECT THE QUALITY OF STATE WATERS AND TO CONTROL DISCHARGE OF STORMWATER POLLUTANTS FROM REGULATED ACTIVITIES. COMPLIANCE WITH THE WATER QUALITY DESIGN CRITERIA IS DETERMINED BY UTILIZING THE VIRGINIA RUNOFF REDUCTION METHOD (VRRM) SPREADSHEET TO CALCULATE A TOTAL PHOSPHOROUS LOAD REDUCTION IN POUNDS PER YEAR BASED ON THE NRCS HYDROLOGIC SOIL CLASSIFICATIONS AND LAND COVER. 9VAC25-870-96 ALLOWS FOR OFFSITE WATER QUALITY COMPLIANCE THROUGH THE PURCHASE OF PHOSPHOROUS NUTRIENT CREDITS FROM AN APPROVED NUTRIENT BANK WITHIN THE SAME OR ADJACENT 8-DIGIT HUC. THE PURCHASE OF NUTRIENT CREDITS IS ALLOWED WHEN LESS THAN FIVE ACRES OF LAND WILL BE DISTURBED; THE POST-CONSTRUCTION PHOSPHOROUS CONTROL REQUIREMENT IS LESS THAN 10 POUNDS PER YEAR; OR AT LEAST 75% OF THE REQUIRED PHOSPHOROUS NUTRIENT REDUCTIONS ARE ACHIEVED ON-SITE. THE REQUIRED PHOSPHOROUS LOAD REDUCTION FOR THIS SITE WAS CALCULATED USING THE VRRM RE-DEVELOPMENT COMPLIANCE SPREADSHEET. WATER QUALITY COMPLIANCE WILL BE MET THROUGH THE PURCHASE OF NUTRIENT CREDITS FROM AN APPROVED NUTRIENT BANK WITHIN THE SAME OR ADJACENT 8-DIGIT HUC. WATER QUANTITY COMPLIANCE 9VAC25-870-66 REQUIRES COMPLIANCE WITH THE CHANNEL PROTECTION AND FLOOD PROTECTION CRITERIA AT EACH SITE STORMWATER OUTFALL. THE CRITERIA VARY BASED UPON CONDITIONS PRESENT DOWNSTREAM FROM THE SITE DISCHARGE TO THE LIMITS OF ANALYSIS. CHANNEL PROTECTION: CONCENTRATED STORMWATER FLOW SHALL BE RELEASED INTO A STORMWATER CONVEYANCE SYSTEM AND SHALL MEET THE CRITERIA FOR DISCHARGE TO A MANMADE, RESTORED, OR NATURAL STORMWATER CONVEYANCE SYSTEM FROM THE POINT OF DISCHARGE TO THE LIMITS OF ANALYSIS. FLOOD PROTECTION: CONCENTRATED STORMWATER FLOW SHALL BE RELEASED INTO A STORMWATER CONVEYANCE SYSTEM AND SHALL MEET THE CRITERIA FOR DISCHARGE TO A SYSTEM THAT EXPERIENCES OR DOES NOT EXPERIENCE LOCALIZED FLOODING DURING THE 10-YEAR 24-HOUR STORM EVENT FROM THE POINT OF DISCHARGE TO THE LIMITS OF ANALYSIS. THE FOLLOWING SUMMARY EXPLAINS WATER QUANTITY COMPLIANCE FOR EACH POINT OF INTEREST (POI) OR SITE DISCHARGE POINT. POI-1 CHANNEL PROTECTION: THIS SITE DISCHARGE POINT OUTFALLS TO A ROADSIDE DITCH AND CULVERT ALONG MILLWOOD PIKE. THIS CULVERT DISCHARGES TO A MANMADE CHANNEL IN MILWOOD PIKE BEFORE ULTIMATELY DISCHARGING INTO SULPHUR SPRING RUN, A NATURAL STORMWATER CONVEYANCE FROM THE SITE DISCHARGE TO THE LIMITS OF ANALYSIS. THE ENERGY BALANCE EQUATION WAS USED TO DETERMINE THE ALLOWABLE PEAK ONE-YEAR 24-HOUR FLOW RATE FOR THE POST-DEVELOPED CONDITION FOR THE LIMITS OF DISTURBANCE. A DRY DETENTION FACILITY WAS USED TO CAPTURE THE MAJORITY OF THE SITE AREA TO THIS POI AND RELEASE A POST-DEVELOPED PEAK FLOW RATE COMBINED WITH UNDETAINED SHEET FLOW THAT IS EQUAL TO THE ALLOWABLE PEAK FLOW RATE. DOWNSTREAM ANALYSIS IS NOT REQUIRED BEYOND THE SITE DISCHARGE POINT WHEN ENERGY BALANCE COMPLIANCE IS ACHIEVED. FLOOD PROTECTION: THIS SITE DISCHARGE POINT OUTFALLS TO THE MANMADE STORMWATER CONVEYANCE SYSTEM IN MILLWOOD PIKE THAT CURRENTLY DOES NOT EXPERIENCE LOCALIZED FLOODING DURING THE 10-YEAR 24-HOUR STORM EVENT. THE POINT OF DISCHARGE RELEASES STORMWATER INTO A STORMWATER CONVEYANCE SYSTEM THAT, FOLLOWING THE LAND-DISTURBING ACTIVITY, CONFINES THE POST-DEVELOPMENT PEAK FLOW RATE FROM THE 10-YEAR 24-HOUR STORM EVENT WITHIN THE STORMWATER CONVEYANCE SYSTEM TO THE LIMITS OF ANALYSIS. NOTE THAT DETENTION WAS UTILIZED TO REDUCE THE PEAK FLOWRATE FROM THE 10-YEAR 24-HOUR STORM EVENT. THE LIMITS OF ANALYSIS IS BASED ON THE STORMWATER CONVEYANCE SYSTEM ENTERING A MAPPED FLOODPLAIN FOR SULPHUR SPRING RUN. POI-2 CHANNEL PROTECTION: THIS SITE DISCHARGE POINT OUTFALLS JUST UPSTREAM OF A CHANNEL ALONG THE SOUTHERN PROPERTY BOUNDARY. THIS CHANNEL DISCHARGES TO SULPHUR SPRING RUN, A NATURAL STORMWATER CONVEYANCE FROM THE SITE DISCHARGE TO THE LIMITS OF ANALYSIS. THE ENERGY BALANCE EQUATION WAS USED TO DETERMINE THE ALLOWABLE PEAK ONE-YEAR 24-HOUR FLOW RATE FOR THE POST-DEVELOPED CONDITION. A SMALL UNDERGROUND DETENTION FACILITY WAS USED TO TO CAPTURE THE MAJORITY OF THE SITE AREA TO THIS POI AND RELEASE A POST-DEVELOPED PEAK FLOW RATE COMBINED WITH UNDETAINED SHEET FLOW THAT IS EQUAL TO THE ALLOWABLE PEAK FLOW RATE. DOWNSTREAM ANALYSIS IS NOT REQUIRED BEYOND THE SITE DISCHARGE POINT WHEN ENERGY BALANCE COMPLIANCE IS ACHIEVED. FLOOD PROTECTION: THIS SITE DISCHARGE POINT OUTFALLS TO A CHANNEL THAT CURRENTLY DOES NOT EXPERIENCE LOCALIZED FLOODING DURING THE 10-YEAR 24-HOUR STORM EVENT. THE POINT OF DISCHARGE RELEASES STORMWATER INTO A STORMWATER CONVEYANCE SYSTEM THAT, FOLLOWING THE LAND-DISTURBING ACTIVITY, CONFINES THE POST-DEVELOPMENT PEAK FLOW RATE FROM THE 10-YEAR 24-HOUR STORM EVENT WITHIN THE STORMWATER CONVEYANCE SYSTEM TO THE LIMITS OF ANALYSIS. NOTE THAT DETENTION WAS UTILIZED TO REDUCE THE PEAK FLOWRATE FROM THE 10-YEAR 24-HOUR STORM EVENT. THE LIMITS OF ANALYSIS IS BASED ON THE CHANNEL DISCHARGING INTO SULPHUR SPRING RUN, A MAPPED FLOODPLAIN. STORMWATER CONTROL MEASURES THE SITE WILL BE SERVED BY A DRY DETENTION POND AND UNDERGROUND DETENTION FACILITY. THESE CONTROL MEASURES ARE DESIGNED TO PROVIDE CHANNEL AND FLOOD PROTECTION. BMP MAINTENANCE SCHEDULES ARE PROVIDED ON SHEET C-402 AND C-403. CONCLUSION THE PROPOSED DESIGN IS IN COMPLIANCE WITH THE WATER QUALITY AND WATER QUANTITY REQUIREMENTS OF THE VIRGINIA STORMWATER REGULATIONS. SWM Water Quantity Energy Balance Worksheet To POI #1 A 1-year PRE POST SITE AREA (AC)1.38 1.75 SITE AREA (SF)60,112.8 76,230.0 P (IN)2.39 2.39 CN 82 92 S=1000/CN-10 2.20 0.87 0.2S 0.44 0.17 RV (IN) =(P-0.2S)2/(P+0.8S)0.92 1.59 RV (CF) =4,599 9,818 Energy Balance Equation: QPost Development <= I.F.* (Qpre-development* RVpre-development)/RVDeveloped) I.F. =0.8 > 1.0 acre I.F. =0.9 < or = 1.0 acre CHANNEL PROTECTION (1-Year) ALLOWABLE Q Onsite to POI #1 =Qpre-development 2.01 Hydraflow Qpost-development 0.75 *Reduced by Energy Balance ACTUAL Q Onsite to POI #1 0.73 *Hydraflow Routing CHANNEL PROTECTION REQUIREMENTS ARE MET FLOOD PROTECTION (10-Year) ALLOWABLE Q Onsite to POI #1 =Qpre-development 5.15 *Hydraflow Routing ACTUAL Q Onsite to POI #1 4.48 *Hydraflow Routing FLOOD PROTECTION REQUIREMENTS ARE MET SWM Water Quantity Energy Balance Worksheet To POI #2 A 1-year PRE POST SITE AREA (AC)1.59 1.02 SITE AREA (SF)69,260.4 44,431.2 P (IN)2.39 2.39 CN 81 81 S=1000/CN-10 2.35 2.35 0.2S 0.47 0.47 RV (IN) =(P-0.2S)2/(P+0.8S)0.86 0.86 RV (CF) =3,579 4,230 Energy Balance Equation: QPost Development <= I.F.* (Qpre-development* RVpre-development)/RVDeveloped) I.F. =0.8 > 1.0 acre I.F. =0.9 < or = 1.0 acre CHANNEL PROTECTION (1-Year) ALLOWABLE Q Onsite to POI #1 =Qpre-development 1.56 Hydraflow Qpost-development 1.06 *Reduced by Energy Balance ACTUAL Q Onsite to POI #1 1.03 *Hydraflow Routing CHANNEL PROTECTION REQUIREMENTS ARE MET FLOOD PROTECTION (10-Year) ALLOWABLE Q Onsite to POI #1 =Qpre-development 4.11 *Hydraflow Routing ACTUAL Q Onsite to POI #1 3.96 *Hydraflow Routing FLOOD PROTECTION REQUIREMENTS ARE MET 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)rev2/21 RD-1 A-30 0.14 0.90 0.13 0.13 5.00 6.49 0.84 –0.84 689.52 688.67 87.16 0.98%8 0.012 1.30 3.94 0.37 5.37 0.65 1.06 3.71 A-30 A-20 0.27 0.82 0.22 0.35 5.37 6.38 1.40 –2.23 688.14 687.31 137.05 0.61%15 0.012 5.46 4.20 0.54 5.91 0.41 0.94 4.45 A-20 A-10 –––0.35 5.91 6.22 ––2.18 687.21 686.90 62.68 0.49%15 0.012 4.93 3.88 0.27 6.18 0.44 0.96 4.02 B-20 B-10.1 –––––––3.28 3.28 684.50 681.10 41.28 8.24%18 0.012 32.75 11.40 0.06 5.06 0.10 0.62 18.53 B-10.1 B-10 ––––––––3.28 678.50 677.40 52.74 2.09%18 0.012 16.48 7.24 0.12 5.18 0.20 0.78 9.33 C-30 C-20 –––––––2.90 2.90 684.58 684.09 13.09 3.74%12 0.012 7.49 8.81 0.02 5.02 0.39 0.92 9.53 C-20 C-10 ––––––––2.90 684.08 683.74 34.01 1.00%12 0.012 3.87 5.39 0.11 5.13 0.75 1.09 4.93 RD-9 D-10 0.16 0.90 0.14 0.14 5.00 6.49 0.91 –0.91 686.90 686.38 17.06 3.05%8 0.012 2.29 6.07 0.05 5.05 0.40 0.92 6.57 10 YEAR HGL COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf JUNCTION LOSS Final Inlet Top /Inlet Pre-Cast Junction Angle 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 rev2/21 RD-1 691.31 8 0.84 87.16 0.41%0.36 3.94 0.06 0.06 0.08 0.04 0.40 691.71 694.28 Yes Yes Yes A-30 691.01 15 2.23 137.05 0.10%0.14 4.20 0.07 0.84 3.94 3.31 0.24 0.08 36 0.39 0.09 0.25 0.32 0.16 0.30 691.31 693.11 Yes Yes Yes A-20 690.80 15 2.18 62.68 0.10%0.06 3.88 0.06 2.23 4.20 9.37 0.27 0.10 54 0.52 0.14 0.30 –0.15 0.21 691.01 691.73 Yes Yes Yes B-20 682.30 18 3.28 41.28 0.08%2.20 11.40 0.50 0.50 –0.25 2.45 684.75 691.20 Yes Yes Yes B-10.1 678.60 18 3.28 52.74 0.08%0.04 7.24 0.20 3.28 11.40 37.38 2.02 0.71 30 0.35 0.71 1.62 –0.81 0.85 679.45 685.74 Yes Yes Yes C-30 685.37 12 2.90 13.09 0.56%0.07 8.81 0.30 0.30 –0.15 0.22 685.59 692.85 Yes Yes Yes C-20 684.54 12 2.90 34.01 0.56%0.19 5.39 0.11 2.90 8.81 25.55 1.21 0.42 71 0.62 0.74 1.28 –0.64 0.83 685.37 692.88 Yes Yes Yes RD-9 690.80 8 0.91 17.06 0.48%0.08 6.07 0.14 0.14 0.19 0.09 0.18 690.98 692.89 Yes Yes Yes DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PSTD-VAC230040.00-0A----->LAYOUT: C-913 - STORMWATER CALCULATIONSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-913 STORMWATER CALCULATIONS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PSTD-VAC230040.00-0A----->LAYOUT: C-914 - STORMWATER CALCULATIONSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-914 STORMWATER CALCULATIONS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H:\2023\VAC230040.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-PSTD-VAC230040.00-0A----->LAYOUT: C-915 - STORMWATER CALCULATIONSDTTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Feb 29, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 C-915 STORMWATER CALCULATIONS C-1000 APPROVED PROFFERS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR C:\PROGRAMDATA\BOHLER\2022\C3D2022\TEMP\ACPUBLISH_34788\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-1000 APPROVED PROFFERSAHTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Mar 12, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. C-1001 APPROVED PROFFERS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR C:\PROGRAMDATA\BOHLER\2022\C3D2022\TEMP\ACPUBLISH_34788\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-1001 APPROVED PROFFERSAHTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Mar 12, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. C-1002 APPROVED PROFFERS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR C:\PROGRAMDATA\BOHLER\2022\C3D2022\TEMP\ACPUBLISH_34788\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-1002 APPROVED PROFFERSAHTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Mar 12, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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. C-1003 APPROVED PROFFERS DISCLAIMERPROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR C:\PROGRAMDATA\BOHLER\2022\C3D2022\TEMP\ACPUBLISH_34788\P-CIVL-CNDS-VAC230040.00-0A----->LAYOUT: C-1003 APPROVED PROFFERSAHTHIS 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: VAC230040.00 DT RY 08/04/2023 SITE PLAN DOCUMENTS PROPOSED DEVELOPMENT CORNER OF MILLWOOD PIKE AND PRINCE FREDERICK DRIVE FREDERICK COUNTY, VIRGINIA 22630 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 10/20/2023 AHJ COMMENTS DT RY 12/20/2023 AHJ COMMENTS DT AH 01/11/2024 AHJ COMMENTS AH RY 01/31/2024 UTILITY REVISIONS AH RY 02/21/2024 ISSUED FOR CONSTRUCTION AH RY 02/21/2024 ISSUED FOR CONSTRUCTION 9100 ARBORETUM PKWY, SUITE 140 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 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 Mar 12, 2024Lic. No. RYAN YAUGER 0402056625 02/21/2024 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.