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HomeMy WebLinkAbout17-20 Site Plan© 2020 Microsoft Corporation © 2020 HERE SCALE: 1" = 2000' PLAN REFERENCE: MICROSOFT CORPORATION SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-0.0 GENERAL NOTES C-0.1 GENERAL NOTES AND LEGEND C-0.2 BOUNDARY & TOPOGRAPHIC SURVEY C-1.0 DEMOLITION PLAN C-1.1 SITE PLAN C-2.0 GRADING AND DRAINAGE PLAN C-3.0 EROSION AND SEDIMENT CONTROL PLAN PHASE I C-3.1 EROSION AND SEDIMENT CONTROL PLAN PHASE II C-3.2 EROSION AND SEDIMENT CONTROL NARRATIVE C-3.3 EROSION AND SEDIMENT CONTROL DETAILS C-3.4 PLUMBING SITE PLAN PS-1.0 STORMWATER MANAGEMENT PLAN PS-1.1 LANDSCAPE PLAN L-1.0 LANDSCAPE DETAILS L-1.1 SITE DETAILS C-4.0 - C-4.4 OWNER/DEVELOPER CHICK-FIL-A 5200 BUFFINGTON ROAD ATLANTA, GA 30349-2998 CONTACT: CHAD BAKER PHONE: (404) 309-6301 FAX: (404) 765-8330 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: "BOUNDARY & TOPOGRAPHIC SURVEY, CHICK-FIL-A, INC." 112 MARKET STREET STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA DATED: 8/29/2017 SURVEY JOB# SV166510 OVERALL DEVELOPMENT PLAN: "SITE PLAN FOR RUTHERFORD CROSSING" PREPARED BY BURY & PARTNERS DATED: FEBRUARY 2007 REVISED: 1/18/08 GOVERNING AGENCIES ¨DEPARTMENT OF PLANNING & DEVELOPMENT 107 N KENT ST WINCHESTER, VA 22601 PHONE: (540) 722-8248 ¨DEPARTMENT OF PUBLIC WORKS 107 N KENT ST WINCHESTER, VA 22601 2ND FLOOR, SUITE 200 PHONE: (540) 665-5643 UTILITIES ¨ELECTRIC RAPPAHANNOCK ELECTRIC COOPERATIVE 137 KELLY COURT, FRONT ROYAL, VA 22630 PHONE: (540) 622-2047 ¨TELEPHONE VERIZON PHONE: (888) 743-7211 ¨GAS WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER, VA 22602 PHONE: (540) 869-1111 ¨WATER AND SANITARY SEWER FREDERICK COUNTY SANITATION AUTHORITY 315 TASKER ROAD STEPHENS CITY, VA 22655 PHONE: (540) 868-1061 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. PLAN REFERENCES AND CONTACTS SITE PLAN RUTHERFORD CROSSING LOCATION OF SITE 112 MARKET STREET WINCHESTER VA 22603 RUTHERFORD CROSSING, STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA LOT 6-B RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F 6411 EAST NORTHWEST, LLC INSTR. NO. 160004975 TAX MAP 43-A-100K FOR LOCATION MAP CONTACT: JOHN C. WRIGHT, P.E. PREPARED BY H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SDP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-0.0 SDP COVER SHEET RESPONSIBLE LAND DISTURBER (RLD) DATE NOTE: THE RLD LISTED IS FOR PLAN APPROVAL ONLY. THE PROJECT RLD WILL BE PROVIDED PRIOR TO PERMIT ISSUANCE. APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SIGNATURE APPROVAL DATE NOTE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE. PROJECT DESCRIPTION THIS PLAN PROPOSES IMPROVEMENTS INCLUDING A BUILDING ADDITION, PARKING LAYOUT REVISION, EXPANSION OF DRIVE THRU FACILITIES INCLUDING A DRIVE THRU CANOPY, AND A NEW LANDSCAPE PLANTINGS. THIS PLAN REFERENCES PREVIOUSLY APPROVED SITE PLAN SP # 10-08. V196517 5/14/21 5/21/21 DEMOLITION 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 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/OR 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/OR BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR 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 ENSURE THAT ANY EXISTING ASBESTOS-CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12.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. 13.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. 14.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY 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. 15.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE 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. 16.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. 17.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. 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. 18.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. 19.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.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.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.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. 7.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). 8.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. 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. 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. 9.CONTRACTOR TO ENSURE THAT PROPOSED LIGHTING CONFORMS TO FREDERICK COUNTY ZONING ORDINANCE (165-201.07). ALL NEW LIGHTING SHOULD BE FULL CUTOFF, DOWNCAST, AND NOT CAST GLARE ONTO ADJOINING PROPERTIES AND ROADWAY. 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 DEQ 1.14 6" DRAINAGE AND UTILITY 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.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, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN 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 SITE PLAN, 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. GENERAL NOTES (Rev. 1/2020) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY 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 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, 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, 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 WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, 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, 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 IS 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 THE (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 ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, 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 AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS 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 FOR AND FROM ANY LIABILITY TO BOHLER 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/OR 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/OR BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE 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/OR 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/OR 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 SIGNATORY PROFESSIONAL ENGINEER OF RECORD, 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 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 H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SDP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-0.1 SDP 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 516.00 515.55 TC 516.00 190CONTOUR LINE SPOT ELEVATIONS 187 STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CONN CONNECTION CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT 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 TBR TO BE REMOVED TBRL TO BE RELOCATED 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 ±) H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SDP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-0.2 SDP GENERAL NOTES AND LEGEND C-1.0 FREDERICK WATER FREDERICK WATER MARTINSBURG PIKE - US RTE. 11MARKET STREETYIELD LOT 6-B RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F 6411 EAST NORTHWEST, LLC INST. NO. 160004975 TAX MAP 43-A-100K AREA: 59,189 S.F. OR 1.3588 AC. LEASED BY CHICK-FIL-A, INC. INSTR. NO. 080007411 N75°0 5 ' 0 6 " E 1 2 3 . 8 7 ' R=100.00' Δ=020°50'56" L=36.39' CHB=N64°39'38"E CHD=36.19' N54°14'09"E 51.07'DRIVETHRUSTOPLOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT S35°45'51"E 51.63' S61°25'33"W 148.16' W E SNAD83 NAD83LOD LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LODLOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SSP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-1.1 SSP DEMOLITION PLAN DEMOLITION/REMOVAL NOTE D S C SL W E G OH T OR 516.4TC 516.4 TYPICAL NOTE TEXT DEMOLITION/REMOVAL LEGEND SAN # STM # X EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER S WV WM TO BE VACATED TO BE REMOVED TO BE RELOCATED TBV TBR TBRL DEMOLITION PLAN NOTES: 1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR SHALL DETERMINE ACTUAL LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST, NOTIFY ENGINEER IMMEDIATELY. 2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SITE CONDITIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. ANY DISCREPANCIES WITH THIS PLAN SHALL BE REPORTED IN WRITING TO THE OWNER AND BOHLER ENGINEERING PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ANY DISCREPANCIES NOT REPORTED IN WRITING. 3.THE CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES NOT SHOWN OR NOTED TO BE DEMOLISHED WITH THIS PLAN. CONTRACTOR SHALL REPLACE ANY EXISTING SITE FEATURE DAMAGED BY CONSTRUCTION ACTIVITIES. 4.THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY. ACCESS TO ADJACENT PROPERTY TO BE MAINTAINED AT ALL TIMES. 5.THE CONTRACTOR SHALL ENSURE THE EXISTING GREASE TRAP CONTENTS ARE PUMPED OUT COMPLETELY BY AN AUTHORIZED GREASE HAULER PRIOR TO DEMOLITION. 6.CONTRACTOR TO LOCATE EXISTING DOMESTIC WATER LATERAL FROM BUILDING AND REMOVE TO CONNECTION POINT PER PLUMBING SITE PLAN, SHEET PS-1.0. CONCRETE CURB & GUTTER TYP. SIGN CONTOUR LINE SPOT ELEVATIONS PROP SAWCUT LIMITS OF DISTURBANCELODLOD 1"=20' 0 2051020 MARTINSBURG PIKE - US RTE. 11MARKET STREETN75°0 5 ' 0 6 " E 1 2 3 . 8 7 ' R=100.00' Δ=020°50'56" L=36.39' CHB=N64°39'38"E CHD=36.19' N54°14'09"E 51.07' LOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT S35°45'51"E 51.63' S61°25'33"W 148.16' W E SNAD83 NAD83LOD LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LODLOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT 42.00'9.25'2'2' 4 62.85'25.17'54.00'8.23' 10.20' 5 11 9 10.17'3.0'26'2'R2'R3'R20'R2' R 40'R2 0 ' R 10'R5' R3'R3' R 5'R2'R 5'R5'R20'R20'R1 5 ' R 30'R1'R 34'R22'R46'R 20'R10'R46'R40' R 1 . 4 'R 3'R T 1' R 7 5 3 4 29 ' R30'R1'R1'R 1 1 ' R18'R38'R29'R5'R TYP.T Y P . TYP.50'R1'R 2 3 . 2 ' R 1'R1'R 10 ' R 3'R TYP. 49' 68.1' 12'20'9'10'10'20.1'18'20.1'20.1'22.3' 29.6' 18' 4' 9' 9'9'20.1'96.4'64.6'75.1'17.3'68.6'83.1'5'3'11.1' 12'45'8'2.2'10' 18' 10'2.5'5'5'5'20.1'9' 35'26'2.1'8'8'8'12'12'11.4'9'18'10'15'22'2'16'17.4'1'R 15'R 17' 24.1' 5'R 4' 8' 12 6B 6B 12 12 1 1 2 1 1 1 1 24 21 4 4 15 5 11 6A 25 22 26 14 9 10 20 16 17 6E 6E 7 5 32 23 5 5 11 6C 3 20 13 11 11 5 8 11 12 13 13 13 7 15 15 15 1819 18 27 28 28 28 28 28 28 29 30 28 5 31 5 31 15 33 34 14 12 5 36 37 37 37 37 12 1 1 19 18 1 13 6G 6G 6G 6G 18 28 18 36 38 37 25 9.5'9.5' 12'15' 9'9'9'9'2'9'2'7.1'5' BULK REQUIREMENTS:REQUIRED PROPOSED MIN. BUILDING SETBACK FRONT SETBACK (SOUTH)50'68.3± SIDE SETBACK (WEST)35'68.1'± FLOOR AREA RATIO (FAR)1.0 .08 PARKING REQUIREMENTS 1.4 SPACES PER 100 SF OF SEATING AREA (2,500 SF / 100 SF) = 35 SPACES 35 43 ADA SPACES 2 2 12' X 45' LOADING SPACE 1 1 PARKING SETBACKS MARTINSBURG PIKE 15' (PROFFER)9.3'* MARKET STREET 10'10.5' LANDSCAPED AREA 19.30%11,427 BUILDING HEIGHT 35' (MAX)19' ± (CANOPY 10'±) H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SSP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-2.0 SSP SITE PLAN 1"=20' 0 2051020 CONCRETE CURB & GUTTER TYP. SIGN DEPRESSED CURB PROPOSED CONCRETE CURB & GUTTER TYP. SIGN LEGEND PROP CANOPY SITE PLAN NOTES: 1.CONTRACTOR TO PROVIDE MINIMUM PAVEMENT SECTION OR MATCH EXISTING SECTION, WHICHEVER IS GREATER, AS WELL AS, MATCH EXISTING CROSS-SLOPES IF ASPHALT PATCHING IS REQUIRED. SEE PAVEMENT DETAILS. 2.CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR BUILDING INFORMATION. 3.CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY. 4.CONTRACTOR SHALL INSTALL EXPANSION JOINT BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH BUILDINGS, CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS. PROP SAWCUT LIMITS OF DISTURBANCE SITE PLAN DESIGN NOTES & KEY PLAN 1 2 11 12 13 14 15 16 17 18 19 20 21 DEPRESSED CURB TRASH ENCLOSURE TO BE SCREENED WITH 6-FOOT (FT) TALL BOARD-ON-BOARD FENCE OR EQUIVALENT TYPICAL ASPHALT PAVEMENT SECTION TYPICAL SIDEWALK CONCRETE APRON AT TRASH ENCLOSURE DIRECTIONAL GRAPHIC C-4.0 1 DRIVE-THRU GRAPHIC C-4.0 2 3 RELOCATED SITE LIGHT 4 2A MULTI-LANE ARROW C-4.3 32 5 STANDARD PARKING STALL (TYP)C-4.0 5 6 DIRECTIONAL SIGNAGE C-4.0 6 ALL SIGNS MUST CONFORM TO MUTCD LATEST VERSION 6A HANDICAP PARKING SIGN (TYP)6B "MEAL DELIVERY ZONE" SIGN6C "RIGHT TURN ONLY" SIGN6D "PEDESTRIAN CROSSING" SIGN6E "DO NOT ENTER" SIGN6F 7 SIDEWALK ACCESSIBLE RAMP CURB AND GUTTER - CATCHING CURB AND GUTTER - SPILLING 8 EMPLOYEE RAMP (10% MAX SLOPE) 9 C-4.0 11 10 BOLLARD C-4.1 20 C-4.2 21 C-4.2 21A CONCRETE PAVEMENT SECTION AT DRIVE-THRU HANDRAIL 22 CROSSWALK DRIVE THRU ORDER POINT ISLAND CURB 23 24 25 C-4.2 26 C-4.3 33 C-4.3 34 SAWCUT TIER 3 FACE TO FACE ORDER CANOPY (SEE BUILDING PLAN FOR DETAIL) TIER 3 OUTSIDE MEAL DELIVERY CANOPY (SEE BUILDING PLAN FOR DETAIL) 26 RELOCATED FLAG POLE C-4.4 9 C-4.0 12 PROP. ±390 S.F. BUILDING ADDITION. (CONTRACTOR TO REFER TO BUILDING PLAN FOR EXACT LOCATION AND DIMENSIONS) CLEARANCE BAR C4.4 42 C-4.1 17 C-4.2 25 PAINTED HANDICAP PARKING SYMBOL C-4.0 4 C-4.0 7 27 12" X 45" LOADING SPACE 28 LANDSCAPED AREA ZONING INFORMATION AND NOTES: ZONE:B2 (GENERAL BUSINESS) USE:CHICK-FIL-A DRIVE THRU RESTAURANT LOD LOD "STOP" SIGN 29 STOP BAR GRAPHIC PROP. ±31 S.F. BUILDING ADDITION. (CONTRACTOR TO REFER TO BUILDING PLAN FOR EXACT LOCATION AND DIMENSIONS) C-4.1 19 30 YIELD BAR GRAPHIC 31 4" WIDE WHITE STRIPE 32 8' WIDE CROSSWALK TO MATCH EXISTING 33 3' MAX LANDSCAPE WALL PROP ASPHALT (FULL DEPTH SECTION) PROP ASPHALT MILL AND OVERLAY 34 2.5' WIDE CONCRETE FLUME 35 PROP +/- RETAINING WALL (FILL) ADJACENT TO CURB (TO MATCH EXISTING) 36 2' WIDE CONCRETE FLUME 37 PROP STRIPING NOT TO SCALE STANDARD WORDING WITH AN ARROW AT BOTTOM POINTING TO THE RIGHT. ONE SIGN MOUNTED PARALLEL TO THE LINE OF CURBING OR PAVEMENT EDGE AT END OF PAINTED AREA. SIGN TYPE "A"SIGN TYPE "C"SIGN TYPE "D" STANDARD WORDING WITH AN ARROW AT BOTTOM POINTING TO THE LEFT. ONE SIGN MOUNTED PARALLEL TO THE LINE OF CURBING OR PAVEMENT EDGE AT END OF PAINTED AREA. STANDARD WORDING WITH NO ARROW. TWO SIGNS, BACK TO BACK MOUNTED PERPENDICULAR TO THE LINE OF CURBING OR PAVEMENT EDGE. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -1". C. FIRE LANE -2 1/2". D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. OR STANDING FIRE LANE PARKING NO OR STANDING FIRE LANE PARKING NO OR STANDING FIRE LANE PARKING NO FIRE LANE SIGNAGE NOT USED NOT USED FIRE LANE SIGNAGE6G NOTE: SEE C3.0 FOR CATCHING/SPILLING CURB. *A LETTER FROM THE OWNER REQUESTING A ZONING DETERMINATION TO PERMIT ENCROACHMENT WILL BE PROVIDED UNDER SEPARATE COVER. NOT USED 38 2' CONCRETE MEDIAN MARTINSBURG PIKE - US RTE. 11MARKET STREETN75°0 5 ' 0 6 " E 1 2 3 . 8 7 ' R=100.00' Δ=020°50'56" L=36.39' CHB=N64°39'38"E CHD=36.19' N54°14'09"E 51.07' LOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT S35°45'51"E 51.63' S61°25'33"W 148.16' W E SNAD83 NAD83LOD LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LODLOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT T SLSL SL SL WWWWWWW W W W W W W WE STM A-01 STM A-02 STM A-03 STM A-04 SL 3:1 3:1 2:1 2:1G 696.74± MATCH EX. TC 695.9± G 695.4± MATCH EX. G 695.30 G 695.35 HP/TC 696.60 TC 697.00 HP/TC 696.35 HP/TC 697.80 G 696.50 TC 696.25 TC 696.55 G 696.05 TC 696.50 TC 696.55 HP/TC 696.60 HP/TC 696.35 TC 695.90 TC 695.50 TC 695.50 TC 695.90 TC 696.60 TC 696.65 G 696.15 HP/TC/G 696.15 TC 696.60 TC 695.90 G 696.05 RIM 694.30 TC 695.90 TC 695.50 TC 695.30 TC 695.40 TC 696.20 TC 696.30 HP/TC 697.35 HP/TC 696.21 HP/TC 696.60 TW 699.50 BW 697.20 TW 700.00 BW 697.25 TW 700.00 BW 698.00 G 695.80 G 695.90 G 695.95 G 696.70 G 696.70 G 696.7± TC 696.70 G 696.20 TC 696.70 G 696.20 G 696.7± TC 697.05 TW 700.00 BW 697.50 TC 696.15 TC 695.90 RIM 695.35 RIM 695.55 RIM 695.50 RIM 695.75 RIM 697.90 G 697.50± MATCH EX. TC 696.10 TC 696.75 TC 696.80 TC 696.45 G 696.60 TC 697.18± MATCH EX. TC 696.70TC 696.30 TC 696.25 TC 696.75 TC 696.50 TC 696.04 TC 694.40± MATCH EX. TC 694.60 TC 695.20 TC 695.00 TC 695.65 TC 695.50± MATCH EX. HP/TC 696.15 G 695.03 G 695.06 TC 696.00 TC 695.80 TC 695.75 G 696.60 G 696.60 G 696.70 G 696.70 TC 695.60 G 696.10 G 696.10 G 695.15 G 696.20± MATCH EX. TC 696.25 TC 695.85 TC 695.80 G 696.55 G 696.55 TC 695.80 G 695.50 G 700.35± MATCH EX. G 696.30 G 696.25 LP/TC 696.20 G 695.00 TC 696.45 TC 696.00 TC 696.30 TC 695.85 TC 695.90 TC 696.15 HP/G 696.80 G 696.20 G 696.20 TC 696.65 G 696.95 TC 695.95 G 696.70 TC 695.30 G 694.80 TC 695.55 G 695.05 6 9 5 695696RIDGE RIDGERIDGERIDG E700699698697 RIDGE PROP. EXPOSED FOUNDATION FFE: 696.70 RI D G E 6 9 6 697695 698 6 9 7 700 RIDGE 696695 696701 696695 698697700699 698696 699 6 9 7 6 9 6 699 696696697695696 H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SSP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-3.0 SSP GRADING AND DRAINAGE PLAN 1"=20' 0 2051020 GRADING PLAN NOTES: 1.EXISTING SITE INFORMATION IS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY ENTITLED, "BOUNDARY & TOPOGRAPHIC SURVEY, CHICK-FIL-A, INC., 112 MARKET STREET STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA " PREPARED BY BOHLER ENGINEERING, DATED: 8/29/17. HORIZONTAL DATUM:VCS NAD832011 NORTH ZONE; VERTICAL DATUM: NVAD8 2.CONTRACTOR SHALL MATCH FLOWLINE OF EXISTING GRADE AND MATCH EXISTING CROSS-SLOPES IF ASPHALT PATCHING IS REQUIRED. 3.CONTRACTOR SHALL MATCH EXISTING GRADES WHEN TYING PROPOSED FEATURES INTO EXISTING FEATURES. 4.CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH PRIOR TO INSTALLATION OF CANOPY FOOTERS. 1.NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE. 2.NO ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION. 3.NO ADA CURB RAMP IS TO EXCEED 8.33%. 4.THE CONTRACTOR IS RESPONSIBLE DURING THE FORMING OF SIDEWALKS, RAMPS, CROSSWALKS, AND ADA PARKING TO VERIFY THAT ADA COMPLIANCE IS ACHIEVED. PROPOSED ADA AREA TO BE CONSTRUCTED WITH STRIPING ONLY, AS EXISTING GRADES BELIEVED TO BE ADEQUATE. CONTRACTOR TO CHECK EXISTING CONDITIONS. 5.IF DURING THAT CHECK ANY NON-CONFORMANCE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT. ADA CONSTRUCTION NOTES TO CONTRACTOR CONCRETE CURB & GUTTER TYP. SIGN DEPRESSED CURB PROPOSED CONCRETE CURB & GUTTER TYP. SIGN LEGEND PROP CONCRETE SIDEWALK PROP CONCRETE PROP CANOPY PROP SAWCUT LIMITS OF DISTURBANCE LOD LOD 7C 6C MARTINSBURG PIKE - US RTE. 11MARKET STREETYIELD DRIVETHRUSTOPLOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT W E SNAD83 NAD83LOD LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LODLOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT CE AREA: 0.40 AC. C: 0.70 A-03 AREA: 0.25 AC. C: 0.65 A-04 AREA: 0.15 AC. C: 0.67 A-05 AREA: 0.56 AC. C: 0.79 A-06 IP SAF SAF SAF SAF SAF SAF SAF TP TPSAF TP SAF TP SAF TP TS TS TS TS TS SAF SAF IP TS IP SAF H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-OCP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-3.1 OCP EROSION AND SEDIMENT CONTROL PLAN PHASE I 1"=20' 0 2051020 EROSION NOTES: PROJECT DESCRIPTION: SEE NARRATIVE SHEET C-3.3 GENERAL NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES AND INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY FREDERICK COUNTY. 2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 3.ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 4.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. 5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. 6.CONTRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGED DURING CONSTRUCTION. 7.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. NO.TITLE KEY SYMBOL STORM DRAIN INLET PROTECTION3.07 IP EROSION CONTROL LEGEND: TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE TREE PRESERVATION3.38 TPAND PROTECTION TP TEMPORARY SEEDING3.31 TS TS EROSION AND SEDIMENT CONTROL PLAN  PHASE I SOILS BOUNDARY SOILS LEGEND: SOILS TYPEXxX SAFETY FENCE3.01 SAF SAF MARTINSBURG PIKE - US RTE. 11MARKET STREETLOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT W E SNAD83 NAD83LOD LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LODLOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT T SLSL SL SL WWWWWWW W W W W W W WE 31.59 LF 15" RCP @ 0.98% 21.49 LF 15" RCP @ 0.93% PROP. 5' EXTENSION 12" RCP @ 0.69% EX. PIPE INV: 692.2± SL 6 9 5 695696700699698697 6 9 6 697695 698 6 9 7 700 696695 696701 696695 698697700699 698696 699 6 9 7 6 9 6 699 696696697695696 CE AREA: 0.39 AC. C: 0.75 A-03 AREA: 0.25 AC. C: 0.70 A-04 AREA: 0.16 AC. C: 0.71 A-05 AREA: 0.56 AC. C: 0.81 A-06 IP IP IP PS PS PS MU SAF SAF SAF SAF SAF SAF SAF TP TPSAF TP SAF TP SAF TP SAF SAF MU MU MU MU MU MU MU MU SAF MU IP BM BM H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-OCP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-3.2 OCP EROSION AND SEDIMENT CONTROL PLAN PHASE II 1"=20' 0 2051020 NO.TITLE KEY SYMBOL STORM DRAIN INLET PROTECTION3.07 IP EROSION CONTROL LEGEND: TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE EROSION NOTES: PROJECT DESCRIPTION: SEE NARRATIVE SHEET C-3.3 GENERAL NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES AND INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY FREDERICK COUNTY. 2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 3.ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 4.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. 5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. 6.CONTRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGED DURING CONSTRUCTION. 7.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. SAFETY FENCE3.01 SAF SAF TREE PRESERVATION3.38 TPAND PROTECTION TP PERMANENT SEEDING3.32 PS PS EROSION AND SEDIMENT CONTROL PLAN  PHASE II MULCHING3.35 MU MU BLANKETS AND MATTING BM BMSOIL STABILIZATION 3.36 EROSION AND SEDIMENT CONTROL NARRATIVE DESCRIPTION OF SITE THIS PLAN IS FOR A PROPOSED REINVESTMENT TO AN EXISTING CHICK-FIL-A DRIVE-THRU RESTAURANT. THE SCOPE OF THE PROJECT INCLUDES BUILDING ADDITION ONSITE CURB AROUND THE BUILDING FOR THE CONSTRUCTION OF AN ADDITIONAL DRIVE-THRU LANE, RELOCATION OF ADA PARKING AREA, INSTALLATION OF A FACE-TO-FACE ORDER CANOPY,MEAL DELIVERY CANOPY AND SITE IMPROVEMENTS INCLUDING CLOSING AN ENTRANCE. THE DEVELOPMENT IS LOCATED ON MARKET STREET BETWEEN THE INTERSECTIONS WITH MARTINSBURG PIKE (US RTE 11) AND A PRIVATE DRIVE. THE AREA OF LAND DISTURBANCE REQUIRED FOR THIS CONSTRUCTION IS APPROXIMATELY 1.14 ACRES. SEDIMENT CONTROL FOR THE PROPOSED CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE POLICIES AND REQUIREMENTS OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. AS REQUIRED, THIS PLAN PROPOSES EROSION AND SEDIMENT CONTROL IN TWO SEPARATE PHASES. THE FIRST PHASE WILL ESTABLISH THE CONTROLS RELATED TO INITIAL DEMOLITION OPERATIONS AND STORM INFRASTRUCTURE. THE SECOND PHASE DEPICTS REQUIRED SEDIMENT CONTROL MEASURES DURING THE FINAL DEVELOPMENT STAGE. EXISTING SITE CONDITIONS THE SUBJECT SITE IS AN EXISTING CHICK-FIL-A BUILDING AND PAVED PARKING AREA. THE EXISTING SLOPE RANGES FROM 1.3% TO 50%. THE SITE OUTFALLS TO MULTIPLE INLETS ALONG THE EAST AND WEST SIDES OF THE SITE. CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS KNOWN TO EXIST ON SITE. ADJACENT PROPERTY THE SITE IS BORDERED ON THE NORTH BY A PRIVATE DRIVE, ON THE EAST BY A RESTAURANT, ON THE WEST BY A MARKET STREET, AND ON THE SOUTH BY MARTINSBURG PIKE. THE ADJACENT PROPERTIES TO THE EAST, WEST, AND SOUTH ARE DIVIDED BY AN EXISTING TREE LINE. ADEQUATE OUTFALL THE SUBJECT SITE CURRENTLY OUTFALLS TO THE SOUTH ALONG MARTINSBURG PIKE AND TO THE EXISTING INLETS ON SITE. ALL STORMWATER RUNOFF IS CONVEYED TO THE OVERALL DEVELOPMENT BMP SYSTEM AS DESCRIBED IN THE STORMWATER MANAGEMENT PLAN. OFFSITE AREAS NO OFFSITE DISTURBANCE IS PROPOSED WITH THE PLAN. IF OFFSITE DISTURBANCE IS REQUIRED, CONTRACTOR SHALL COORDINATE REVISED EROSION AND SEDIMENT CONTROL PLANS AND ALL APPLICABLE PERMITS WITH THE COUNTY. SOILS THE SOILS ON-SITE, PER THE NRCS WEB SOIL SURVEY, ARE AS FOLLOWS: 7C - CARBO-OAKLET, VERY ROCKYS SILT LOAMS, 2% TO 15% ·WELL DRAINED ·HYDROLOGIC SOIL GROUP - D ·HYDRIC SOIL RATING - NO EROSION CONTROL PROGRAM EROSION CONTROL SHALL BE MAXIMIZED THROUGH RAPID STABILIZATION OF THE DISTURBED AREAS AND BY INSTALLATION OF PERIMETER CONTROLS. NOT MORE THAN 7 CALENDAR DAYS ARE TO ELAPSE WITH ANY DISTURBED AREA REMAINING DENUDED. TEMPORARY COVER, BY SEEDING AND/OR MULCHING, SHALL BE APPLIED TO AREAS THAT WILL BE EXPOSED FOR A PERIOD OF GREATER THAN 7 DAYS, BEFORE PERMANENT STABILIZATION. PERMANENT COVER SHOULD BE PROVIDED OVER ALL DISTURBED AREAS AS SOON AS POSSIBLE UPON ACHIEVING FINAL GRADE, BY MEANS OF SEEDING AND MULCHING, SODDING AND PEGGING, PAVING, OR AS OTHERWISE DIRECTED BY THE PLAN. LIKEWISE, ALL STOCKPILES SHALL BE STABILIZED WITHIN 7 DAYS OF ACHIEVING FINAL GRADES. UTILITY TRENCHES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILLING TO THE PROPOSED GRADE. SEDIMENT CONTROL PROGRAM SEDIMENT CONTROL SHALL BE ACCOMPLISHED THROUGH RAPID STABILIZATION AND BY THE INSTALLATION OF MECHANICAL DEVICES, AS SHOWN ON THE PHASE I PLAN: STRUCTURAL PRACTICES 1.SAFETY FENCE - 3.01 TO BE PROVIDED TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. 2.CONSTRUCTION ENTRANCE (CE) - 3.02 TEMPORARY CONSTRUCTION ENTRANCES WITH WASH RACKS AND SETTLING AREAS ARE TO BE PROVIDED AT EACH POINT OF ACCESS TO THE SITE FOR THE DURATION OF CONSTRUCTION. THE CONTRACTOR IS TO SUPPLY A TEMPORARY CONSTRUCTION ENTRANCE WATER SOURCE BY PROVIDING A WATER TRUCK/WATER TANK ONSITE FOR WASHING CONSTRUCTION VEHICLES BEFORE ENTERING THE PUBLIC ROAD. 3.STORM DRAIN INLET PROTECTION - 3.07 INLET PROTECTIONS ARE TO BE PROVIDED AT EACH DRAINAGE STRUCTURE TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. 4.TEMPORARY SEEDING - 3.31 ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER BY SEEDING WITH APPROPRIATE RAPIDLY GROWING PLANTS ON DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS. 5.PERMANENT SEEDING - 3.32 ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH-GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE OR WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED ON FINE-GRADED AREAS. 6.MULCHING - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. 7.SOIL STABILIZATION BLANKETS & MATTING - 3.36 THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE. 8.TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. VEGETATIVE PRACTICES 11.SURFACE ROUGHENING - AREAS TO BE SEEDED SHALL BE LIGHTLY ROUGHENED AND LOOSE TO A DEPTH OF 2" TO 4" PRIOR TO SEEDING. AREAS WHICH HAVE BEEN GRADED AND WILL NOT BE STABILIZED IMMEDIATELY MAY BE ROUGHENED TO REDUCE VELOCITY UNTIL SEEDING TAKES PLACE. 12.TOPSOILING (STOCKPILES) - TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILE ARE TO BE LOCATED ON-SITE IN OPEN SPACE AREAS, AS DEPICTED ON THE PLAN, ARE TO BE STABILIZED WITH TEMPORARY VEGETATION, AND ARE TO BE SURROUNDED AT THE BASE BY SUPER SILT FENCE. 13.TEMPORARY SEEDING - ALL DENUDED AREAS THAT WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED. 14.EROSION CONTROL BLANKETS OR MULCH - EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND ALLOW THE SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS AND WILL BE APPLIED AS A SECOND STEP IN THE SEEDING OPERATION. ALL SILTATION CONTROL MEASURES ARE INTENDED TO PREVENT SEDIMENT FROM ENCROACHING INTO ENVIRONMENTALLY SENSITIVE AREAS OR ONTO ADJACENT PROPERTIES AND ROADWAYS. THE FREDERICK COUNTY INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT CONTROLS IN THE FIELD AS SITE CONDITIONS WARRANT. IN ADDITION, NO SEDIMENT TRAPS OR SEDIMENT BASINS MAY BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE CITY INSPECTOR. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO 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. SEQUENCE OF CONSTRUCTION PHASE I: PHASE I OPERATIONS WILL INCLUDE THE INSTALLATION OF MEASURES TO CONTROL EROSION AND SILTATION ASSOCIATED WITH INITIAL CLEARING AND GRADING OPERATIONS. AS REQUIRED, PHASE I CONTROLS SHALL BE ESTABLISHED IN A ONE (1) STEP PROCESS: 1.CONTRACTOR TO NOTIFY FREDERICK COUNTYAT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND OBTAIN A LAND DISTURBANCE PERMIT. 2.OWNER, CONTRACTOR, RESPONSIBLE LAND DISTURBER, AND PROJECT ENGINEER SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH THE COUNTY INSPECTOR PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES. OBTAIN A LAND DISTURBANCE PERMIT AND VDOT ENTRANCE PERMIT PRIOR TO PRE-CONSTRUCTION MEETING. 3.INSTALL CONSTRUCTION ENTRANCE (CE) AS SHOWN ON PHASE I AND PHASE II PLAN. PROVIDE THE CONSTRUCTION ENTRANCE WITH WASH RACKS THAT DRAIN TO AN APPROPRIATE SETTLING AREA AS SHOWN ON THE PHASE I PLAN, AND ESTABLISH A PROTECTED STAGING AND EQUIPMENT PARKING AREA. 4.INSTALL SAFETY FENCE (SAF) ALONG THE PERIMETER OF THE SITE AS DEPICTED ON THE EROSION AND SEDIMENT CONTROL PLAN. 5.INSTALL INLET PROTECTION (IP) AS SHOWN ON EROSION AND SEDIMENT CONTROL PLAN TO ENSURE NO SEDIMENT LADEN RUNOFF ENTERS THE STORM SYSTEM. PHASE II: THE PHASE II SEDIMENT CONTROL MEASURES ARE INTENDED FOR THE FINAL STAGES OF SITE DEVELOPMENT. PHASE I CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, SHALL REMAIN IN PLACE FOR FINAL DEVELOPMENT. THE CONTRACTOR AND THE RESPONSIBLE LAND DISTURBER SHALL FOLLOW THE COUNTY INSPECTOR'S DIRECTION IN PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE DEVELOPMENT PROCESS, TO INSURE THAT SEDIMENT IS PREVENTED FROM POLLUTING OFF-SITE AREAS, STREAMS AND/OR PROTECTED ON-SITE AREAS. THE FOLLOWING SEQUENCE OF CONSTRUCTION IS SUGGESTED: 1.FREDERICK COUNTY INSPECTOR SHALL APPROVE PHASE I CONTROLS PRIOR TO COMMENCING PHASE II. 2.BEGIN ROUGH GRADING AND INSTALLATION OF PERMANENT UNDERGROUND UTILITIES. 3.CONSTRUCT CURB, PROPOSED BUILDING ADDITION PADS AND PARKING LOT. 4.INSTALL FINAL PAVEMENT. 5.ONCE COUNTY INSPECTOR APPROVAL OBTAINED, ALL EROSION CONTROL DEVICES ARE TO BE REMOVED FROM THE SITE AS NEEDED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC 3.32, PERMANENT SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES, WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED. THIS WILL PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND ALLOW THE SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. STREAM BANK STABILIZATION STREAM BANK STABILIZATION IS NOT REQUIRED FOR THIS SITE. STORMWATER MANAGEMENT/BMP STORMWATER MANAGEMENT IS PROVIDED THROUGH PREVIOUSLY DESIGNED AND APPROVED STORM DRAIN INFRASTRUCTURE AND BMP. SEE PREVIOUSLY APPROVED OVERALL DEVELOPMENT SITE PLAN REFERENCED WITH THIS PLAN. MAINTENANCE PROGRAM IN GENERAL ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING MEASURES WILL BE CHECKED IN PARTICULAR. SAFETY FENCE: INSPECTIONS SHALL BE CONDUCTED REGULARLY TO CHECK FOR WEATHER-RELATED OR OTHER DAMAGE; REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ALL ACCESS POINTS MUST BE SECURE AT THE END OF EACH WORKING DAY AND LOCKING DEVICES MUST BE REPLACED OR REPAIRED AS NECESSARY. CONSTRUCTION ENTRANCES: INSPECTIONS SHALL BE MADE DAILY FOR ENTRANCE INTEGRITY; REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. THE CONSTRUCTION ENTRANCE IS TO BE REGULARLY MAINTAINED TO INCLUDE SCARIFICATION AND ADDITION OF FRESH STONE AS NEEDED. SILT FENCE: INSPECTIONS SHALL BE MADE DAILY FOR FENCE INTEGRITY; REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT IS TO BE REMOVED WHEN DEPOSITS REACH ONE-HALF THE FENCE HEIGHT. STORM DRAIN INLET PROTECTION: INLETS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AS NEEDED. TEMPORARY AND PERMANENT SEEDING: SEEDED AREAS SHALL BE CHECKED REGULARLY TO ASSURE A GOOD STAND OF GRASS IS BEING MAINTAINED. AREAS THAT FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION SHALL BE RE-SEEDED AS SOON AS THEY ARE IDENTIFIED. MULCHING: ALL MULCHED AREAS SHALL BE INSPECTED PERIODICALLY, PARTICULARLY AFTER RAIN STORMS, TO CHECK FOR RILL EROSION; REPAIR AS NEEDED. NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUB BASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. DEVICES SHOWN ARE TO BE CONSIDERED AS MINIMUM EROSION AND SEDIMENTATION CONTROLS. ADDITIONAL CONTROLS MAY BE NECESSARY DUE TO CONTRACTOR'S PHASING OR OTHER UNANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL DEVICES AS NECESSARY IN ORDER TO CONTROL EROSION AND SEDIMENTATION. EROSION AND SEDIMENTATION MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF CLEANING AND REMOVING ALL LAYING DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM CHLORIDE, OR OTHER APPROVED MATERIALS ALONG THOSE SECTIONS OF THE PROJECT ADJACENT TO EXISTING DWELLINGS OR PUBLIC ACCESS. CONTROLS MAY BE REMOVED AFTER THE AREAS ABOVE THEM HAVE BEEN STABILIZED AND WITH THE APPROVAL OF THE COUNTY INSPECTOR. SPECIAL CARE NOTES IT IS THE INTENT OF THIS PLAN TO PRECLUDE SEDIMENT POLLUTION FROM LEAVING THE DELINEATED CONSTRUCTION ZONES. THE CONTRACTOR AND THE RESPONSIBLE LAND DISTURBER SHALL TAKE SPECIAL CARE TO PREVENT CONSTRUCTION DEBRIS AND MUD FROM BEING TRACKED ONTO SURROUNDING PUBLIC AND PRIVATE ROADS. CONSTRUCTION TRAFFIC SHALL ONLY ENTER AND EXIT THE CONSTRUCTION SITE VIA DESIGNATED LOCATIONS, WHICH HAVE WORKING CONSTRUCTION TRAFFIC WASH RACKS. THE CONTRACTOR AND RESPONSIBLE LAND DISTURBER SHALL TAKE SPECIAL CARE TO PROTECT THE EXISTING VEGETATION AND STREAMS OUTSIDE OF THE DESIGNATED LIMITS OF WORK SHOWN ON THE PLANS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE 9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10.CONTRACTOR MUST CONTACT THE COUNTY ARBORIST PRIOR TO THE INSTALLATION OF TREE PROTECTION AND PLANT MATERIAL. 11.ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUB BASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 12.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. 13.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF 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.MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E.RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. GENERAL LAND CONSERVATION & STABILIZATION NOTES: 1.NO DISTURBED AREA WHICH IS NOT ACTIVELY BEING WORKED SHALL REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS OTHERWISE AUTHORIZED BY 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 7 DAYS AFTER BACKFILL. NO MORE THAN 500' SHALL BE OPEN AT ANY ONE TIME. 4.ELECTRIC, TELEPHONE AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILL. 5.ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SEDIMENT CONTROL DAMS SHALL BE SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY (AS SOON AS POSSIBLE, BUT NOT LATER THAN 48 HORS) AFTER COMPLETION OF GRADING. STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER GRADING. 6.ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, MAINTAINED AND MODIFIED DURING CONSTRUCTION PROGRESS AS REQUIRED. 7.ANY DISTURBED AREA NOT COVERED BY NOTE #1 ABOVE AND NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1, OR DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAW MULCH AT THE RATE OF 2 TONS/ACRE (4483 KG/HA) AND OVER-SEEDED BY APRIL 15. 8.AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE STABILIZED. 9.CONTRACTOR TO PROVIDE DOCUMENTATION SHOWING SOURCE OF OFF-SITE FILL AND TESTING RESULTS TO GEOTECHNICAL ENGINEER TO DOCUMENT CAPABILITY OF FILL TO MEET COMPACTION REQUIREMENTS. MINIMUM STANDARDS MS-1:FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN: 1) SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND 2) SEVEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS UPON REACHING FINAL GRADE OR THE SITE BEING IDLE. MS-2:TEMPORARY SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. PROVIDE TEMPORARY PROTECTION 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:SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAT THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED 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 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-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 FOLLOWING AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16:UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A.NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. E.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17:WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL MADE TO MINIMIZE THE TRANSPORT 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 OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINTS OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-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 CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES 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 BASED 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 SEDIMENT ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR 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. H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-OCP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:27 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-3.3 OCP EROSION AND SEDIMENT CONTROL NARRATIVE H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-OCP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:28 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20C-3.4 OCP EROSION AND SEDIMENT CONTROL DETAILS MARTINSBURG PIKE - US RTE. 11MARKET STREETN75°0 5 ' 0 6 " E 1 2 3 . 8 7 ' R=100.00' Δ=020°50'56" L=36.39' CHB=N64°39'38"E CHD=36.19' N54°14'09"E 51.07' LOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT S35°45'51"E 51.63' S61°25'33"W 148.16' W E SNAD83 NAD83LOD LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LODLOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT T SLSL SL SL WWWWWWW W W W W W W WE STM A-01 STM A-02 STM A-03 STM A-04 31.59 LF 15" RCP @ 0.98% 21.49 LF 15" RCP @ 0.93% PROP. 5' EXTENSION 12" RCP @ 0.69% EX. PIPE INV: 692.2± TP TP TP TPTP TP TP TP TP CONTRACTOR TO CONFIRM INV. PRIOR TO ORDERING MANHOLE (SEE P.S. 1.1) CONTRACTOR TO CONFIRM INV. PRIOR TO ORDERING MANHOLE (SEE P.S. 1.1) SL EXISTING WATER LINE COULD BE UTILIZED AS A SLEEVE FOR NEW 2" 200 PSI PE TUBING PROPOSED 20' FIRELINE EASEMENT TP 12 3 4 5 6 7 8 7 10 11 1212 13 16 14 15 18 17 9 20 21 9 H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SSP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:28 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 Lic. No.046960 JOHN C. WRIGHT 05/14/2021 SITE PLAN #17-20PS-1.0 SSP PLUMBING SITE PLAN 1"=20' 0 2051020 BLANK CONDUIT SLEEVES SHALL BE FOUR (4) INCH SCH 40 PVC UNLESS NOTED OTHERWISE. SLEEVES SHALL BE BURIED A MINIMUM OF 24 INCHES BELOW FINISHED GRADE. DEPTH OF BURIAL SHALL BE SPECIFICALLY COORDINATED WITH ALL EXISTING OR PROPOSED UNDERGROUND UTILITIES AND DRAINAGE FACILITIES AT ALL CROSSINGS. CONDUITS SHALL BE PROVIDED WITH REMOVABLE PLUG AT EACH END. MARK EACH END WITH 2" X 4" POST AT EACH END (PAINTED YELLOW). THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE INSTALLATION OF NEW UTILITIES WITH FINISHED GRADING AND DRAINAGE FACILITIES AS INDICATED ON THE SITE GRADING AND DRAINAGE PLAN. MINOR ADJUSTMENTS TO THE TOP ELEVATION OF NEW UTILITIES MAY BE NECESSARY. PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE FACILITIES, GRADING AND PAVING, AND OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE SIZE OF EXISTING UTILITIES AND ALL INVERTS PRIOR TO PURCHASING PROPOSED UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, DOORS, RAMPS, SERVICE AREA, BUILDING DIMENSIONS AND THE EXACT LOCATION OF UTILITY CONNECTIONS. NOTICE: INSTALLATION OF BLANK CONDUIT NOTICE: EXISTING UTILITY LOCATIONS FINISHED GRADING COORDINATION NOTICE: UTILITY NOTES: 1. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL HAND EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION TO FREDERICK COUNTY SHALL BE PROVIDED A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. OWNER/DEVELOPER AND ARCHITECT SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. 2. LOCATION OF ALL EXISTING AND PROPOSED UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICES CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. ALL STORM DRAIN, WATER, SEWER AND PRODUCT PIPING UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF FREDERICK COUNTY STANDARDS AND SPECIFICATIONS FOR UTILITY CONSTRUCTION. 4. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND STORM LINES OR WATER LINES. IF THIS MINIMUM CLEARANCE CANNOT BE MAINTAINED, A CONCRETE ENCASEMENT SHALL BE PROVIDED. 5. ANY SEDIMENT CONTROL MEASURES REMOVED FOR THE PURPOSE OF UTILITY CONSTRUCTION SHALL BE REPLACED AT THE END OF THE DAY BY THE UTILITY CONTRACTORS. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CLEANING DEBRIS FROM ALL STORM INLETS RECEIVING FLOW FROM THE SITE. 7.SEE ARCHITECTURAL PLANS FOR GREASE TRAP DETAILS. 8.CONTRACTOR MUST UNCOVER AND EXPOSE THE CONNECTION POINTS OF BOTH WATER AND SEWER PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER FACILITIES. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES WITH THE PLAN DESIGN. 9.SEE "10 YEAR STORM COMPUTATIONS" ON THE STORMWATER MANAGEMENT PLAN SHEET FOR PROPOSED INVERTS AND ADDITIONAL STORM DESIGN INFORMATION. TEST PIT NOTE: CONTRACTOR TO TEST PIT FOR EXACT LOCATION OF EXISTING UTILITY OR AT A MINIMUM TWO (2) FEET BELOW THE PROPOSED UTILITY AND SUBMIT ANY DISCREPANCIES TO BOHLER ENGINEERING IN WRITING PRIOR TO CONSTRUCTION TP UTILITY KEYNOTES: RELOCATED IRRIGATION METER RELOCATED DOMESTIC METER RELOCATED WATER SERVICE LINE. MATCH EXISTING SIZE AND MATERIAL. 3/4" C.W. TO DUMPSTER POST HYDRANT. SEE ARCHITECTURAL PLUMBING PLAN. EXISTING FIRE LINE IN THIS AREA TO BE ABANDONED BEYOND THE METER 1,500 GALLON GREASE INTERCEPTOR. GREASE TRAP REQUIRES WATER TIGHT LIDS AND STRAPS TO SECURE PRECAST TOP SLAB. 4" SCHEDULE 40 PVC SANITARY SEWER SERVICE LINE @ 2.08% MINIMUM 4" SCHEDULE 40 KITCHEN WASTE LINE @ 2.08% MINIMUM SANITARY CLEANOUT DI-3C STORM INLET. SEE DETAILS ON SHEET C-4.4. DI-1 GRATE INLET. SEE DETAILS ON SHEET C-4.4. STORM MANHOLE. SEE DETAILS ON SHEET C-4.4. EXISTING STORM MANHOLE. CONTRACTOR TO RAISE RIM OF STRUCTURE TO MATCH PROPOSED GRADE AS SHOWN IN GRADING PLAN. RELOCATED TRANSFORMER RELOCATED BUILDING MOUNTED ELECTRICAL CABINET RELOCATED ELECTRICAL SERVICE LINE GAS METER TELEPHONE SERVICE CONNECTION LOCATION AT BUILDING. COORDINATE WITH BUILDING CONTRACTOR AND ARCHITECTURAL PLANS. RELOCATED GATE VALVE CUT LINE AT TEE AND INSTALL MJ TAPPED PLUG AND 2" BALL VALVE INSTALL BRASS WYE, CORP STOP, NEW 1" DOMESTIC METER SETTING, AND NEW 1" IRRIGATION METER SETTING 1 2 3 4 5 6 7 8 9 10 11 13 12 14 15 16 18 17 19 C-4.2 21 C-4.3 37 FREDERICK COUNTY UTILITY NOTES: CONTRACTOR SHALL : 1.TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 2.VERIFY DIAMETER OF TEE BRANCH, 6" OR 8" ARE POSSIBLE. 3.INSTALL 2" 200 PSI CTS PE TUBING WATER SERVICE FROM MAIN TO METER BOXES. 4.EXISTING WATER LINE COULD BE UTILIZED AS A SLEEVE. 5.INSTALL BRASS WYE, CORP STOP, 1" DOMESTIC METER SETTING, AND 1" IRRIGATION METER SETTING. 6.CUT LINE AT TEE AND INSTALL MJ TAPPED PLUG AND 2" BALL VALVE. 7.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME. 8.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTORS REQUIREMENTS. 9.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIRE-WATCH, NIGHT TIME WORK, ETC. MAY BE REQUIRED. 10.SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES. 11.REMOVE EXISTING WATERINE MATERIALS AND FURNISH TO FREDERICK WATER INSPECTOR. 20 21 NOT USED 7C6CMARTINSBURG PIKE - US RTE. 11LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOW LOWLOW WESNA D 8 3 NAD837C6CMARTINSBURG PIKE - US RTE. 11LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOW LOWLOWTSLSLWWWWWWW695695 696 700699698 697696697695 698697700696 695696701 696 695698697 70069969869 6699697 696699696696 697 695 696 WESNA D 8 3 NAD83H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SWP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:28 AM LAST SAVED BY: GJOHNSONSTORESHEET:::::CHECKED BYJOB NO.DRAWN BYDATESTORE 80% SUBMITTALFOR CONSTRUCTIONPRELIMINARYSHEET TITLEBYDATEMARKBYDATEMARKREVISIONS:DATEMARKBYDWG EDITION02.4CAD ID:SERIES 08 -ALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com04/20/20202288V196517XJCWMEG - 1103/02/2021GMJCOUNTY COMMENTS204/14/21GMJCOUNTY COMMENTS35/14/21GMJSIGNATURESUBMISSION#2288112 MARKET STREETWINCHESTER, VA22603Lic. No.046960JOHN C. WRIGHT05/14/2021SITE PLAN #17-20POST DEVELOPMENT DRAINAGE MAPPROPOSED IMPERVIOUS AREAS(TOTAL: 0.75 AC)EXISTING PERVIOUS AREAS(TOTAL: 0.29 AC)EXISTING IMPERVIOUS AREAS(TOTAL: 0.65 AC)PROPOSED PERVIOUS AREAS(TOTAL: 0.19 AC)LEGENDSTORMWATER MANAGEMENT NARRATIVE1"=40'040102040PRE DEVELOPMENT DRAINAGE MAPLEGEND1"=40'040102040THE PROPOSED PROJECT IS FOR REINVESTMENT IMPROVEMENTS TO A CHICK-FIL-A RESTAURANT. THE IMPROVEMENTS INCLUDE ADDING AND RELOCATING EXISTINGPARKING AND DRIVE-THRU LANES, RELOCATING THE ON-SITE DUMPSTER ENCLOSURE, AS WELL AS REMOVING ONE EXISTING ENTRANCE. THESE IMPROVEMENTSGENERATE 1.14 ACRES OF DISTURBANCE AND DO NOT SIGNIFICANTLY IMPACT EXISTING DRAINAGE CHARACTERISTICS.AS SHOWN IN THE HYDROGRAPH REPORTS ON THIS SHEET, THE STORMWATER FLOWS ARE AS FOLLOWS:PRE-DEVELOPMENT:POST-DEVELOPMENT:1 YEAR:2.46 CFS1 YEAR:2.67 CFS2 YEAR:3.11 CFS2 YEAR:3.32 CFS10 YEAR:4.86 CFS10 YEAR:5.04 CFSPER THE ORIGINALLY APPROVED PLAN FOR THIS SITE, DATED 1/30/08 AND REVISED 6/13/08, STORMWATER MANAGEMENT AND BMP FOR THE SITE IS PART OF THE PLANFOR THE OVERALL RUTHERFORD CROSSING SHOPPING CENTER. PLEASE REFER TO THE SITE PLAN PREPARED BY BURY & PARTNERS, "SITE PLAN FOR RUTHERFORDCROSSING" DATED FEBRUARY 2007, REVISED 1/18/08.PER DISCUSSIONS WITH COUNTY STAFF ON 4/13/2020, THE EXISTING BMP FACILITY WAS DESIGNED TO ACCOMMODATE THE OVERALL RUTHERFORD CROSSINGDEVELOPMENT. DUE TO THE SCOPE OF IMPROVEMENTS PROPOSED WITH THIS PLAN, THE EXISTING BMP FACILITY IS ANTICIPATED TO BE ADEQUATE FOR STORMWATEROUTFALL AND QUALITY AND QUANTITY COMPLIANCE. THERE IS NO IMPACT TO THE OVERALL WATERSHED EXPECTED WITH THESE IMPROVEMENTS.PS-1.1SWP STORMWATERMANAGEMENTPLAN MARTINSBURG PIKE - US RTE. 11MARKET STREETN75°0 5 ' 0 6 " E 1 2 3 . 8 7 ' R=100.00' Δ=020°50'56" L=36.39' CHB=N64°39'38"E CHD=36.19' N54°14'09"E 51.07' LOT 6-C RUTHERFORD FARM INSTR. NO. 080005730 PART OF LANDS N/F LEVINE INVESTMENTS LIMITED PARTNERSHIP INST. NO. 120011327 TAX MAP 43-A-100L ZONE: B2 USE: RESTAURANT S35°45'51"E 51.63' S61°25'33"W 148.16' W E SNAD83 NAD83LOD LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D L O D L O D LOD LO D LOD LODLOD LOD LOD LOD LOD LOD PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT PROP. SAWCUT LOW LOWLOW LOWLOWLOWPROP. SAWCUT 4 5 11 9 26'T SLSL SL SL WWWWWWW W W W W W W WE 7 5 3 4 SL EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN 1 PLO 1 PLO 1 PLO 1 PLO 9 IXF 23 IGC 11 IGC 18 IGC 39 IMBP 1 PLO MARTINSBURG PIKE - US RTE. 11LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LOD L O D LO D LODLOD LOD LOD LOWLOWLOW4 5 26'T SL SL WWWW W W W7 5 3 4 EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN LANDSCAPE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME CAL. / HT.CONT. SHADE TREES PLO 5 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2 1/2-3" CAL. / 10-12'B+B SUBTOTAL:5 EVERGREEN TREES IXF 9 ILEX X FOSTERI FOSTER'S HOLLY 6' HT.B+B SUBTOTAL:9 EVERGREEN SHRUBS IGC 52 ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY 36" HT.#5 CAN IMBP 39 ILEX MESERVEAE 'BLUE PRINCE'BLUE PRINCE HOLLY 36" HT.#10 CAN SUBTOTAL:91 H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-LSP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:29 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 SITE PLAN #17-20L-1.0 LSP LANDSCAPE PLAN 1"=20' 0 2051020 ZONING: 165-203.01 B (3) MAINTENANCE. THE OWNER, DEVELOPER, AND/OR BUILDER WHO IS RESPONSIBLE FOR PLANTING REQUIRED LANDSCAPING SHALL BE RESPONSIBLE FOR MAINTAINING IT IN A STATE OF GOOD HEALTH FOR ONE YEAR AFTER PLANTING. AFTER ONE YEAR, FROM THE DATE OCCUPANCY IS APPROVED, THE INDIVIDUAL PROPERTY OWNER AND/OR HOMEOWNER'S ASSOCIATION SHALL BECOME RESPONSIBLE FOR MAINTENANCE. AS LONG AS THE INTENT OF THIS SECTION IS MET, THE ZONING ADMINISTRATOR MAY WAIVE THE REQUIREMENT FOR LANDSCAPING ON INDIVIDUAL BUILDING LOTS WHEN A HAZARD OR NUISANCE EXISTS. NOTE: NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. ZONING REQUIREMENTS:REQUIRED PROPOSED 165-202.01 OFF STREET PARKING D.13.a 1 TREE / 2000 SF OF IMPERVIOUS AREA 47,158 SF TOTAL IMPERVIOUS / 2,000 SF = 24 TREES 24 (29) TOTAL (5) NEW TREES (24) EX.TREE CREDITS D.13.a 36" HT. EVERGREEN HEDGE AT PARKING AT R.O.W. 36" EVERGREEN HEDGE ON MARKET ST. AND ACCESS ROAD (MARTINSBURG PIKE LANDSCAPE MATERIAL TO REMAIN) YES YES D.13.b 5% INTERIOR PORTION OF PARKING TO BE LANDSCAPE AREA 34,062 SF OF PARKING LOT x 5% = 1,703 SF INTERIOR SF 1,703 SF 2,185 SF D.13.b 1 SHADE TREE / 10 PARKING SPACE 48 PARKING SPACE / 10 = 5 TREES 5 TREES 5 TREES 165-203.01 BUFFER AND LANDSCAPING C. EXISTING TREE CREDIT FOR INTERIOR AND PERIMETER LANDSCAPING 4-6" = 1 CREDIT (4 EXISTING) 7-12" = 2 CREDIT (10 EXISTING) = 24 CREDITS 24 TREE CREDITS (SEE ABOVE) LANDSCAPE REQUIREMENTS: AREA OF PARKING LOT (34,062 SF) INTERIOR LANDSCAPE AREA (2,185 SF) HATCH LEGEND: 1"=20' 0 2051020 LANDSCAPE NOTES: Lic. No. 0406001810 ADAM T. ROGERS LANDS C APE A R C H ITECT03/02/2021 H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-SDP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:28 AM LAST SAVED BY: GJOHNSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE BYDATEMARK BYDATEMARK REVISIONS: DATEMARK BY DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law.TMTHE 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 SERVICESBOHLER28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:(540) 349-4500 Fax:(540) 349-0321 VA@BohlerEng.com 04/20/2020 2288 V196517 X JCW MEG - 1 1 03/02/2021 GMJ COUNTY COMMENTS 2 04/14/21 GMJ COUNTY COMMENTS 3 5/14/21 GMJ SIGNATURE SUBMISSION #2288 112 MARKET STREET WINCHESTER, VA 22603 SITE PLAN #17-20L-1.1 SDP LANDSCAPE DETAILS TREE PLANTING ON SLOPE DETAIL NOT TO SCALE EXISTING GRADE DO NOT WRAP TRUNK PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 12" SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE 12 GAUGE GALVANIZED WIRE GUYS TWISTED REINFORCED RUBBER HOSE (1/2" DIA.) NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS B&B CONTAINER FINISHED GRADE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT NOT TO SCALE 8-12" 24" MINIMUM DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. FOR CONTAINER-GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL-COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. UNDISTURBED SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE EVERGREEN TREE PLANTING DETAIL NOT TO SCALE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 4" BUILT-UP EARTH SAUCER 4-6" DEEPER THAN ROOT BALL BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DO NOT STAKE OR WRAP TRUNK REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE NOT TO SCALE EXISTING SUBSOILMINIMUM 6" TOPSOIL FINISHED GRADE PERENNIAL/GROUND COVER PLANTING DETAIL 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH D DD TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER PLANTING DECIDUOUS TREE PLANTING DETAIL 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. NOT TO SCALE 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE DO NOT STAKE OR WRAP TRUNK PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D.MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E.FERTILIZER 1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F.PLANT MATERIAL 1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A.CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1.PLANTS: MARCH 15 TO DECEMBER 15 1.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: ·1 PART PEAT MOSS ·1 PART COMPOSTED COW MANURE BY VOLUME ·3 PARTS TOPSOIL BY VOLUME ·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SEEDING SPECIFICATIONS 1.MATERIAL: 1.1.SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1.80% - TURF TYPE TALL FESCUE SEED 1.1.2.10% - KENTUCKY BLUEGRASS SEED 1.1.3.10% - ANNUAL RYE GRASS SEED 1.2.INSTALLATION RATES: 1.2.1.SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2.LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3.FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4.LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5.MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2.EXECUTION AND PREPARATION: 2.1.A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2.ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3.PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4.AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3.INSTALLATION: 3.1.STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2.EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3.SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4.LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5.FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6.A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4.MAINTENANCE 4.1.FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2.REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: ·TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. ·TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. ·VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS. ·FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. Lic. No. 0406001810 ADAM T. ROGERS LANDS C APE A R C H ITECT04/20/2020 BUILDINGBUILDING FOOTING12" 4"LANDSCAPE AREALANDSCAPE AREAWID TH VAR IES 4"121121VARIESSEE SITE PLAN6"6"RAMPRAMP4"6"6"4"AASTOPVANACCESSIBLERESERVEDPARKING7' MIN. WIDTH5' LANDING MIN. ( 4 ' M IN . W ID TH )1:20 MAX.LIGHT BROOM FINISH 6" STANDUP CURB OR CURB &GUTTER AS APPLICABLE (SEESITE PLAN)PROVIDE 5' SQUARE MINIMUMLANDING AT TOP OF RAMP FORCHANGE IN DIRECTIONEXPANSIONJOINTIF CHANGE IN DIRECTION OR IFRAMP EXCEEDS 30 FEET4" THICK CONCRETESIDEWALK SECTION 1:20MAX.MONOLITHIC CONCRETEACCESSIBLE RAMP (3000 PSI)NOTE:INSTALL 1" TOOLED RADIUS ON ALLEXPOSED EDGES SIMILAR ASSHOWN ON CURB DETAILRETAININGCURBSUBGRADE COMPACTED AS SPECIFIEDIN GEOTECHNICAL REPORTCURB (BEYOND)CONCRETE FLUSH WITHPAVEMENT2% CROSS SLOPEMAX.SECTION A-A1'-8"3'-0"1'-4"3'-0"8"4"1'-8"4"4"8"NOTE:SIGNS SHALL BE FABRICATED USING S/F0.08 NON-ILLUMINATED ALUMINUM WITHVINYL COPY APPLIED TO THE FIRSTSURFACE.RED'REFLECTIVE'COLORWHITE'REFLECTIVE'COLOR3"x3" SQUAREALUMINUM TUBING,DARK BRONZE COLOROR AS REQUIRED BYLOCAL JURISDICTIONOR LANDLORDREQUIREMENTS.30"30"7'-0" 2'-0" (MIN.) 1"8"Ø CONCRETEBASEGREEN 'REFLECTIVE'COLORBLUE 'REFLECTIVE'COLORWHITE 'REFLECTIVE'COLORBLUE 'REFLECTIVE'COLOR WITH WHITE'REFLECTIVE TEXT'2"x2" SQ. TUBING1"R12"18" 6"LETTERING STYLE TO BEHELVETICA MEDIUMNOTE:VERIFY COLORS WITH LOCALMUNICIPALITY.DRIGHT TURN ONLY SIGN(REFER TO SIGN PACKAGE)CCIRCLE BUILDING FOR DRIVE-THRU SIGN(REFER TO SIGN PACKAGE)EONE WAY SIGN(REFER TO SIGN PACKAGE)24"18"24"18"BACCESSIBLE PARKING SIGN(MUTCD R 7-8 AND R 7-8P5)(CIVIL TO VERIFY SIGN PANELSAND COLORS WITH STATE/LOCALREQUIREMENTS)NOTE:"SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR"ASTOP SIGN & STANDARDMOUNTING POST(MUTCD R 1-1)SIDEWALK ELEVATIONS VARY - HOLDFLUSH WITH FINISHED FLOOR ATENTRANCE WAYS. PLANTING AREAS MAYEXIST BETWEEN THE BUILDING AND THEBACK-OF-SIDEWALK (SEE SITE PLAN).EXPANSION JOINTS DO NOT APPLY TOSIDEWALK SECTION ADJACENT TOPLANTING AREAS.NOTICE: ALWAYS ALIGN CURBAND SIDEWALK JOINTS.COMPACTED SUBGRADE AS SPECIFIEDVARIES(SEE SITE PLAN)24" CONCRETECURB & GUTTERPAVEMENT,AS SPECIFIED INGEOTECHNICAL REPORTSTABILIZED AGGREGATEBASE COARSE, AS SPECIFIEDFOR PAVEMENTRAMP(BEYOND)SLOPE 1:50 MAX.SEE S I TE P LANMATCH SIDEWALK WIDTH(3' MIN. RAMP)PAVEMENT6' MIN.1V:10H MAX.5' MIN.TRANSITION6"6"1V:12H MAX.1V:10H MAX.5' MIN.TRANSITIONCURBSIDEWALKCURBSIDEWALKNOTES:1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPERTHAN 1:12 AND CROSS SLOPE SHALL BE 2% OR FLATTER.2. DETECTABLE WARNING SURFACES SHALL BECONSTRUCTED BY TEXTURING PRODUCTS CONFORMINGTO PROWAG R304. TRANSITION SLOPES ARE NOT TO HAVEDETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRMLOCAL CODES ARE MET.3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN ANEXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THEEXISTING CURB & GUTTER SHALL BE REMOVED TO THENEAREST JOINT BEYOND THE CURB TRANSITIONS OR TOTHE EXTENT THAT NO REMAINING SECTION OF CURB ORCURB & GUTTER IS LESS THAN 5' LONG. THE EXISTINGSIDEWALK SHALL BE REMOVED TO THE NEAREST JOINTBEYOND THE TRANSITION SLOPE WALK AROUND OR TOTHE EXTENT THAT NO REMAINING SECTION OF SIDEWALKIS LESS THAN 5'.4. THE PLAN MUST PROVIDE FOR DETECTABLE WARNINGSURFACE COLORS OR MATERIALS THAT PROVIDE THENECESSARY CONTRAST, EITHER DARK-ON-LIGHT, ORLIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED.5. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILECAST IN PLACE DOME TACTILE TILE. PART NUMBERADA-2424 OR OTHER EQUIVALENT APPROVED MATERIAL.PREFERRED MANUFACTURER ARMOR TILE TACTILESYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERSARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS.CONCRETEXXXXXXXXXXXX12" EXPANSION JOINT(SEE NOTE #1)SMOOTH TOOLEDFINISH AROUNDALL EDGES (TYP)LIGHT BROOM FINISH(PERPENDICULAR TO TRAVELPATH) CONCRETE SURFACEAREA INSIDE OF TOOLED EDGETO CREATE PICTURE FRAMEEFFECT6"x6"x6 GAUGE WELDEDWIRE FABRIC SEATED ANDSECURED ON STANDS5'-0" (TYP)2" 2" 4"2"12" CONTRACTION JOINT(SEE NOTE #1)CONTRACTION JOINT3000 PSI COMPRESSIVESTRENGTH CONCRETEMIX PER SPECIFICATION.2"2"4"EXPANSION JOINT12" CONTRACTION JOINT(SEE NOTE #1)SEE PLAN WHITE'REFLECTIVE'LETTERSFACE:3M REFLECTIVE COPY(#3272 RED)COLORGPEDESTRIAN CROSSWALK(REFER TO SIGN PACKAGE)FLEFT TURN ONLY SIGN(REFER TO SIGN PACKAGE)24"18"18.5"12"24"60° PARKING90° PARKING11.0 ' VAN8.0 ' CARACCESSIBLE PARKINGSIGN IN BOLLARD24" CONCRETECURB & GUTTER:4.5'30°9'20.1' TYPICAL9.0'TYPICAL 10.39'60°5.0 '4" AGGREGATEBASE COURSE4" AGGREGATEBASE COURSE4" AGGREGATEBASE COURSE4" PAINTED LINE (TYP.)8" DIAM.1'-4"10"1'-10"8"1'-2"14"RGUTTER SLOPE SHALL NOTEXCEED 5% AT LANDING AREA4"NOTES:1.GENERAL CONTRACTOR SHALL REFER TOCHICK-FIL-A PARKING LOT STRIPINGSPECIFICATIONS, SEE DETAIL2.CONTRACTOR SHALL USE WHITEREFLECTIVE PAINT ON ASPHALT & YELLOWREFLECTIVE PAINT ON CONCRETE.BOTH RAMP CURBS TOBE PAINTED YELLOW, SEEPARKING LOT STRIPINGSPECIFICATIONPARKING LOT STRIPING SPECIFICATIONS:STANDARDS:1.ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS.2.SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELINGPAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGNMATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR ORSURFACE TEMPERATURES ARE BELOW 40°F.3.APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINTA300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINESTRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE-ACTUALSETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OFAPPLICATION:AIRLESS·PRESSURE1800-2700 PSI·HOSE14"-38" ID·TIP0.015"-0.017"·FILTER 60 MESH·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3CONVENTIONAL·GUNBLINKS 21 (BLEEDER) OR EQUIVALENT·FLUID NOZZLE #68·AIR NOZZLEINTERNAL MIX, #709·ATOMIZATION PRESSURE45-80 PSI·FLUID PRESSURE 40-70 PSI·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3· MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATIONBEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATEOF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON.APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 MINUTES.· GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER OPENING.3'RPAINT SOLIDPAINT SOLID1'-2"1'-8"1'-8"1'-2"3'-0"1'-0"1'-2"1'-0"1'-2"3'-0"3'-0"NOTES:1.GENERAL CONTRACTOR SHALL REFER TOCHICK-FIL-A PARKING LOT STRIPINGSPECIFICATIONS, SEE DETAIL2.CONTRACTOR SHALL USE WHITEREFLECTIVE PAINT ON ASPHALT & YELLOWREFLECTIVE PAINT ON CONCRETE.NOTES:1.GENERAL CONTRACTOR SHALL REFER TOCHICK-FIL-A PARKING LOT STRIPINGSPECIFICATIONS, SEE DETAIL2.CONTRACTOR SHALL USE WHITEREFLECTIVE PAINT ON ASPHALT & YELLOWREFLECTIVE PAINT ON CONCRETE.3.IF STOP SIGN IS PROPOSED, STOP LINEGRAPHIC IS NOT R3EQUIRED.NOTES:1.GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-APARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ONASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE,UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTORIT IS DETERMINED THAT LOCAL, STATE, OR ADA CODESDIFFER, IN WHICH CASE THESE CODES SHALL GOVERN.VARIES, SEE SITE PLAN 5' MIN.FLARED SIDES 1V:10H MAX.4 . 0 'TRUNCATED DOMESPAINTED ACCESSIBILITYSYMBOLEXPANSION JOINTEXPANSION JOINT24" CONCRETECURB & GUTTEREXPANSION JOINTEXPANSION JOINTLIGHT BROOM FINISHSIDEWALK ACCESSIBLERAMPSTOPBAR2'-0"LENGTH VARIESPAINT FULL LANEWIDTHCENTER "STOP"IN DRIVE LANE4" TYP.3'-0"2'-0"12" DECK-O-FOAM EXPANSIONJOINT FILLER W/ PRE-SCOREDSTRIP OR OTHER CFA APPROVEDMATERIALURETHANE JOINT SEALINGCOMPOUND, "ZIP STRIP" ORAPPROVED EQUAL.1 4T 24.625"14 DOMES @ 1.670" O/C1.2625"1.2625"24.625"14 DOMES @ 1.670" O/C 8.0'8.0"8 SPACES OUT TO OUT @ 3.00" O/C NOM.3.00"3.00"1.2625"1.2625" Ø0.90" Ø0.45"0.06250.09'0.09'0.09'0.09'2.350" TYP.NOTE:FIELD LEVELMICRO-TEXTURE41 POINTS PER SQUAREINCH1.2625"1.2625"1.670" TYP.PLANREFLECTED PLANDETAIL-1DETAIL-10.625" DIA. HOLESTHROUGH EMBEDMENTFLANGESINTERNAL EMBEDMENTFLANGE 9 PER TILE0.1875" DIA. x 0.0625" HIGHMICRO-TEXTURE UNDERSIDEOF TILE0.625"0.625"0.750" TYP.0.625" TYP.1.670" TYP.0.1875"1.375"1.2625"1.670" TYP.R0.375"1.2625"1.670" TYP.1.375"1.670" TYP.1.2625"1.670" TYP.1.2625"0.1875'3.00"3.00"3.00" TYP.0.250"0.625" DIA. HOLEEMBEDMENTFLANGES ASSHOWN INREFLECTED PLANINTERNAL EMBEDMENTFLANGE @ 3" O/C (SEEPLAN FOR ORIENTATION)0.1875".01875"0.1875" DIA. VENTHOLE (ONE PERCELL EACH SIDE)90° POINTS0.045" HIGH0.625" HOLE THROUGHEMBEDMENT FLANGES ASSHOWN IN REFLECTED PLANCENTERED TYP.SECTION A-ASECTION B-B0.20"NOTE:OPTIONALSOUND AMPLIFYINGPLATE ADDED BYMANUFACTURER0.20"0.1875" DIA. VENTHOLE (ONE PERCELL EACH SIDE)BOTH RAMP CURBS TO BEPAINTED YELLOW, SEE PARKINGLOT STRIPING SPECIFICATIONBLACK'REFLECTIVE'COLORWHITE'REFLECTIVE'COLORCONTRACTIONJOINTCONTRACTIONJOINT7' MIN.BOLLARDPENALTY SIGN WITHWORDING AS REQUIREDBY STATE OR LOCAL LAW6" DIA. SCH. 80 STEELPIPE BOLLARD PAINTEDOSHA YELLOW FILLEDWITH CONCRETE4000 PSICONCRETE2'-6" 6"2'-0"7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN 2"X2" SQUARETUBINGPAINT CONCRETE BLACKAFTER CURING ATASPHALT LOCATIONS3'-0"BOLLARD MOUNTED SIGN DETAIL5'SIDEWALK WITH CURB & GUTTER SECTIONNOT TO SCALESIDEWALK ACCESSIBLE RAMP NOT TO SCALEDRIVE-THRU GRAPHICSNOT TO SCALEPAINTEDACCESSIBILITY SYMBOLNOT TO SCALESTOP LINE GRAPHICNOT TO SCALEDIRECTIONAL ARROWNOT TO SCALERETURNED CURB ACCESSIBLE RAMPNOT TO SCALEDIRECTIONAL SIGNAGENOT TO SCALECURB RAMP w/ FLARED SIDESNOT TO SCALE6C-4.01C-4.02C-4.03C-4.04C-4.07C-4.012C-4.09C-4.08C-4.0TRUNCATED DOMES - CAST IN PLACENOT TO SCALE10C-4.0TYPICAL CONCRETE SIDEWALKNOT TO SCALE11C-4.011C-4.0STANDARD PARKING STALLNOT TO SCALE5C-4.0NOTES:1.JOINTS AT 5'-0" O.C. TOOLED 12" WIDE, 1" DEEP OR MAX. D4 DEEPWHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALLP.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLANVIEW JOINT PATTERN.5C-4.05C-4.05C-4.05C-4.05C-4.017C-4.111C-4.011C-4.011C-4.017C-4.111C-4.011C-4.011C-4.05C-4.06C-4.017C-4.14C-4.020C-4.17C-4.010C-4.030"30"ENTERDO NOTHDO NOT ENTER(REFER TO SIGN PACKAGE)CIVIL TO VERIFY STATE/LOCALREQUIREMENTS AND MODIFYLAYOUT TO MATCH SITE6'-0"6'-0"MATCH SIDEWALK WIDTH(3' MIN. RAMP)PAVEMENT6' MIN.1' MIN.TRANSITION6"6"1V:12H MAX.1' MIN.TRANSITIONCURBCURB24"FLARED SIDESGRASSGRASSCURB RAMP w/ SHORT FLARED SIDESNOT TO SCALE8AC-4.0CONCRETESIDEWALKMINIMUM 1% SLOPEAWAY FROM BUILDING.MAXIMUM 2% SLOPE INALL DIRECTIONS ATLANDING.12"6"12"18.5"WHITE 'REFLECTIVE'COLORONLY IF REQUIRED BY STATE/LOCAL ORDINANCE(CIVIL ENGINEER TO VERIFY)3'x3' LANDING * SIDE FLARES TO BE 1:12 WHERE THERE IS NO LANDING AT TOP OF RAMP.3'x3' LANDING NOTES1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE.2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING SHOWN ON THE SITE LAYOUT PLAN.3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS.4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS.6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK.7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP.(ONLY IF REQUIRED)5.0 'pedestriancrosswalkCircleONEWAYRightTurnOnlyLeftTurnOnlyWHITE'REFLECTIVE'LETTERSFACE:3M REFLECTIVE COPY(#3272 RED)COLORCIVIL TO VERIFY RAMPREQUIREMENTS BY STATE.AWNINGAT ENTRY DOORS2% MAX.GUTTER SLOPE SHALL NOTEXCEED 5% AT LANDING AREABuildingForDrive -ThruService24"AABB1:12 MAX. SLOPEDO NOT EXCEEDALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A ANDARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLERENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OFERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILSAND/OR STRUCTURAL FAILURE.H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-ODP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:29 AM LAST SAVED BY: GJOHNSONSTORESHEET:::::CHECKED BYJOB NO.DRAWN BYDATESTORE 80% SUBMITTALFOR CONSTRUCTIONPRELIMINARYSHEET TITLEBYDATEMARKBYDATEMARKREVISIONS:DATEMARKBYDWG EDITION02.4CAD ID:SERIES 08 -ALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com04/20/20202288V196517XJCWMEG - 1103/02/2021GMJCOUNTY COMMENTS204/14/21GMJCOUNTY COMMENTS35/14/21GMJSIGNATURESUBMISSION#2288112 MARKET STREETWINCHESTER, VA22603Lic. No.046960JOHN C. WRIGHT05/14/2021SITE PLAN #17-20C-4.0ODP SITEDETAILS 6' -0 "24" CONCRETE CURB& GUTTERCONCRETE FOR RADIUS PROTECTIONSHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 3000 P.S.I. AT 28 DAYS.SUBBASE PREPARED AND COMPACTED TO A MINIMUMDENSITY OF 95% MODIFIED PROCTOR OR ASSPECIFIED BY A GEOTECHNICAL ENGINEERSEE NOTE #1RADIUS PROTECTION APRON SHALL MEETTHE MINIMUM LENGTH AND WIDTHDIMENSIONS AS PROVIDED ON THE SITEPLAN.EXPANSION JOINTS AT 20' MAX. & ALL P.C.s,UNLESS APPROVED OR INDICATED OTHERWISEON PLAN VIEW JOINT PATTERN.PAVEMENT DIMENSION REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISECONTRACTION JOINTSAT 5' MAX. SPACINGREFUSE ENCLOSURE FOUNDATION PLAN (ALT)NOT TO SCALE4-1 2"7"(3) 8" LAGS FOR CONCRETE PAVEMENT OR 12"GALVANIZED PLATED SPIKES FOR ASPHALT PAVEMENTREQUIRED FOR EACH WHEEL STOP. SEEMANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.NOTES:90°90°2'R(TYP.)3.0' MIN.CROSS SECTIONPLAN VIEW3.0'12"REFUSE ENCLOSURE ALTERNATE DRAINAGE PLANNOT TO SCALESOLID PLASTIC WHEEL STOPNOT TO SCALERAMP UPRAMP DN12'10'10'12'6"PAVEMENTCONCRETECONCRETELANDING CONCRETE AREAOF DR IVE THRUCENTER L INE 12'1' -0 "CROSS SLOPE2% CJCJCJCJHEADER CURB ,VARIABLE HE IGHT 12' MIN. TO FACE OF CURBBUILD INGFACE ASPHALTPAVEMENT1'-2"CONCRETELANDING 24" CONCRETECURB & GUTTERCONCRETE AREA0'-6"1'-0"45°C.J.C.J.C.J.2.0%X-SLOPE 10'-0"LANDING12'-0"RAMP12'-8"10'-0"LANDING20'-0"2'-0" CHAMFERC.J.6" HEADERCURBEND 24" CURBAND GUTTER6"Ø BOLLARDCONCRETEDRIVE-THRU LANE1'-2"EL. = -2"EL. = -2"EL. = -2"EL. = -2"EL. = -8"EL. = -8"EL. = -2"NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'6" HEADER CURB24" CONCRETE CURB& GUTTER2"FACE OF CURBFACE OF BUILDING12'-0"RAMP15C-4.119C-4.119C-4.16"° STEEL PIPE(SCHEDULE 80) FILLEDWITH CONCRETEPAINT BOLLARD WITH DARKBRONZE TONE EXTERIORENAMEL PAINT AT DRIVE THRU.PAINT BOLLARD WITH BRONZECOLOR AT ALL OTHERLOCATIONS.ANCHOR STEEL PIPE IN CONCRETE FOOTING,2'-0" DIAMETER x 2'-6" DEPTHASPHALT PAVEMENTAPPLICATIONSCONCRETE PAVEMENT/SLAB APPLICATIONSNOTE: BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW2'-6" 6"2'-0"TROWELED, ROUNDEDCONCRETECONCRETE BOLLARDNOT TO SCALE20C-4.1ROLLOVER/MOUNTABLE CURBNOT TO SCALE18C-4.12"DRIVE -THRU W INDOW AGGREGATE BASE COURSESEE NOTE #1.1.MATERIAL: SOLID POLYETHYLENE2.WHEEL STOP COLOR: YELLOW3.MANUFACTURER - PLASTICS-R-UNIQUE, INC.352 MILL STREETWADSWORTH, OH 44281CONTACT - BOBBIE PERTIE330-334-4820 PHONE330-334-4720 FAX4.USE ONLY MANUFACTURER SUPPLIED LAGS ANDSPIKES5.PRE-DRILL HOLES THROUGH PARKING SURFACES(34" BIT FOR LAGS AND 38" BIT FOR SPACES6.FILL PRE-DRILLED HOLES WITH HEAVY DUTYCONSTRUCTION ADHESIVE SUCH AS PL400VARIABLE HE IGHTHEADER CURB ,LIGHT BROOM FINISHNOTES:1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORTFOR PAVEMENT SECTION REQUIREMENTS.2.EXPANSION JOINT FILLER SHALL BE FLEXIBLE, LIGHTWEIGHT,NON-STAINING, POLYETHYLENE, CLOSED-CELL EXPANSION JOINTNOTE:1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICALREPORT FOR PAVEMENT SECTION REQUIREMENTS.NOTE:1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICALREPORT FOR PAVEMENT SECTION REQUIREMENTS.6" HEADERCURBSEE GEOTECHNICAL REPORT FOR THICKNESS OFAGGREGATE UNDERNEATH PAVEMENT AND CURBAND GUTTER17C-4.1EXPANSION JOINT11C-4.0EXPANSION JOINTBOLLARD3'-0" UNLESS NOTED OTHERWISE 3-12 MOUNTABLE DOME CURBNOTES#4's @ 12"O.C.EACH WAY(N.T.S.)8"3"12"LANDSCAPE & IRRIGATION PROTECTORNOT TO SCALEDRIVE-THRU ISOMETRICNOT TO SCALEDRIVE-THRU PLANNOT TO SCALE16C-4.114C-4.113C-4.117C-4.120C-4.111C-4.017C-4.1 20C-4 .11. PRE-CUT EXPANSION JOINT MATERIAL SHALL BE USED IN ALL EXPANSION JOINTS.2. DUMMY JOINTS SHALL BE INSTALLED AT 10 ft. INTERVALS, MAXIMUM.3. INSTALL EXPANSION JOINTS EVERY 40 ft., MAXIMUM, AT ENDS OF RADIUS, AND A MINIMUM OF 5 ft. FROM INLET STRUCTURES.4. BREAK AS NEEDED TO ENSURE POSITIVE DRAINAGE5. CONCRETE TO BE 5,000 P.S.I. 6. MOUNTABLE CURB TO BE PAINTED YELLOW.REFUSE ENCLOSURE PLAN GENERAL NOTES:1. SEE SITE PLAN FOR LAYOUT OF CONCRETE LOADING PAD.2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD AND DRAINAGE OF INTERIOR TRASH ENCLOSURE.3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER.4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS ON TRASH ENCLOSURE5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN AND CLOSED POSITION.+6" TOPOF SLABNOTES:1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH STRUCTURAL ENGINEER.2. RE: CIVIL FOR DRAINAGE.8"GATE POSTSFOUNDATIONRE: CIVILEDGE OF FOOTINGBELOWPIPE BOLLARDS EMBEDBOLLARDS IN 18" DIA. x3'-6" CONCRETE FILLEDHOLE34'-0"8"12' 3 1/2"12' 3 1/2"8'-0"3'-9"4'-0"9'-2"4'-0"4'-5"8"2'-0"TYP.8"8"25'-4"6'-8"8"8"8"8'-8"8"10'-0"6"2'-0"TYP.8"8"2'-0"TYP.8"8"10'-0"SAW CUTRE: CIVIL13'-4"9"TYP.9"3"3"CATCHING CURB AND GUTTER112"R1"6"2'-0"PAVEMENT DIMENSION REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISE12"R6" 13" 6"SPILLING CURB AND GUTTER112"R1"6"2'-0"PAVEMENT DIMENSION REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISE12"R6" 12" 7" 1-1/8"BALIGHT BROOM FINISH1-1/8"SCREENED REFUSE ENCLOSURE FOUNDATION PLANNOT TO SCALE19C-4.1SAW JOINT2'-0"TYP.2'-0"TYP.SAW JOINTEQUAL EQUAL6" THICK 4000 PSI CONCRETEAPPROACH PAD WITH #3's @12" ON CENTER EACH WAY35'-0"IF INTERIOR DRAIN IS NOTREQUIRED, OMIT 8" BLOCKWIDTH AT FLOOR LEVEL, BOTHSIDES, FOR DRAINAGE OUTSIDEOF DUMPSTER AREA.24" CONCRETE CURB & GUTTERNOT TO SCALE17C-4.124" 24"EQTYP4'-0"TYPEQTYPEDGE OF SPREADFOOTINGBLOCK LEDGESAW JOINT0'-6"TOP OFSLAB0'-0" TOP OFSLAB12'-1012"8"512"34'-0"1'-0" 2'-0"2'-0"TYP.EQUALEQUAL 35'-0" EQUAL 10'-0"10'-0"13'6'-8"8"8"13'8"8"512"12'-1012"IF INTERIOR DRAIN IS NOTREQUIRED, OMIT 8" BLOCK WIDTHAT FLOOR LEVEL BOTH SIDES,FOR DRAINAGE OUTSIDE OFDUMPSTER AREA.6'-3"RAMP1:12 0'-6"TOP OFSLAB6" THICK 4000 PSI CONCRETEAPPROACH PAD WITH #3's @12" ON CENTER EACH WAY+6" TOPOF SLABNOTES:1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH STRUCTURAL ENGINEER.2. RE: CIVIL FOR DRAINAGE.8"GATE POSTSFOUNDATIONRE: CIVILEDGE OF FOOTINGBELOWPIPE BOLLARDS EMBEDBOLLARDS IN 18" DIA. x3'-6" CONCRETE FILLEDHOLE34'-0"8"12' 3 1/2"12' 3 1/2"8'-0"3'-9"4'-0"9'-2"4'-0"4'-5"8"2'-0"TYP.8"8"25'-4"6'-8"8"8"8"8'-8"8" 10'-0" 6"2'-0"TYP.8"8"2'-0" TYP.8" 8" 10'-0" SAW CUT RE: CIVIL13'-4"9" TYP.9"3"3"SAW JOINT2'-0"TYP.2'-0" TYP.SAW JOINTEQUAL EQUAL6" THICK 4000 PSI CONCRETEAPPROACH PAD WITH #3's @12" ON CENTER EACH WAY35'-0"IF INTERIOR DRAIN IS NOTREQUIRED, OMIT 8" BLOCKWIDTH AT FLOOR LEVEL, BOTHSIDES, FOR DRAINAGE OUTSIDEOF DUMPSTER AREA.CONNECT FLOOR DRAIN TO STORM DRAINSYSTEM, PER LOCAL REQUIREMENTSNOTE:WHEEL STOPS ONLY TO BE USED WHEN NO OTHERPRACTICAL OPTION EXISTSCONCRETE FOR CURBING SHALL HAVEA MINIMUM COMPRESSIVE STRENGTHOF 3000 P.S.I. AT 28 DAYS.CONSTRUCTION STAKING FOR CURBINGINSTALLATION SHALL BE REFERENCED(CUT OR FILL) TO THE TOP OF CURBCONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4 DEEP WHICHEVERIS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS APPROVED OR INDICATEDOTHERWISE ON PLAN VIEW JOINT PATTERN.AT CONTRACTOR'S OPTION THE GUTTER THICKNESSMAY BE INCREASED AT THE EDGE OF PAVEMENT TOMAKE BOTTOM OF GUTTER PARALLEL WITH PAVINGOF BASE COURSE.DEPRESSED SPILLING CURB AND GUTTER112"R7"PAVEMENT DIMENSION REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISE12"RC6"DEPRESSED CATCHING CURB AND GUTTER112"R7"2'-0"PAVEMENT DIMENSION REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISE12"R7 1/2"DLIGHT BROOM FINISH6"3/4"2'-0"6"LIGHT BROOM FINISH5.0% MAX.3/4"5.0% MAX.34" PER FT.34" PER FT.10' MIN. WITH NO CURB(SEE CIVIL PLAN FOR DIMENSIONS)ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A ANDARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLERENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OFERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILSAND/OR STRUCTURAL FAILURE.H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-ODP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:29 AM LAST SAVED BY: GJOHNSONSTORESHEET:::::CHECKED BYJOB NO.DRAWN BYDATESTORE 80% SUBMITTALFOR CONSTRUCTIONPRELIMINARYSHEET TITLEBYDATEMARKBYDATEMARKREVISIONS:DATEMARKBYDWG EDITION02.4CAD ID:SERIES 08 -ALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com04/20/20202288V196517XJCWMEG - 1103/02/2021GMJCOUNTY COMMENTS204/14/21GMJCOUNTY COMMENTS35/14/21GMJSIGNATURESUBMISSION#2288112 MARKET STREETWINCHESTER, VA22603Lic. No.046960JOHN C. WRIGHT05/14/2021SITE PLAN #17-20C-4.1ODP SITEDETAILS ***********1'-0"60" MINLANDINGHORIZONTAL PROJECTION(RUN)60" MINIMUM LANDING1'-0"34"-38"HANDRAIL36" CLEAR(MIN)"A""B"RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITHSECTION 405 & 505 OF THE 2010 ADA STANDARDS FORACCESSIBLE DESIGN.ELEVATION30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATELANDING IS REQUIREDSET PIPE INCONC.FOOTINGDETAIL "A"DETAIL "B"114"Ø TO 112"ØHANDRAIL34"-38" A.F.F.8" SQUARE3" MIN 1'-0" VERIFY HANDRAIL12""ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8""THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP.""THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36"."MAXIMUM SLOPE FOR A RAMP SHALL BE 1:12. RISE FOR ANY RAMP RUNSHALL 30" MAXIMUM.RAMPSSECTION 405SECTION 405.7LANDINGSHANDRAILSSECTION 505LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACHRAMP. LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS RAMPMIN. 36".IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60"x60""IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONTOR THE DOORWAY SHALL COMPLY WITH 404.2.4 AND 404.3.2"IF A RAMP HAS A SLOPE GREATER THAN 5% AND A RISE GREATERTHAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN ITSHALL HAVE HANDRAILS ON BOTH SIDES"HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE - GRINDSMOOTH AND PAINT TO MATCH DARK BRONZE.SECTION 405.3CROSS SLOPETHE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN1:50.NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTEEXCEED 1:50.SUBBASESEE NOTE #1SEE PLAN FOR SLABTHICKNESS4000 PSI COMPRESSIVESTRENGTH CONCRETE14" WIDE SAWED OR PREMOLDED JOINT, 12' MAX.SPACING, SEAL JOINTS WITH POLYURETHANESEALANT TO WITHIN 14" FROM TOP.PROPOSED PAVINGEXISTING PAVING34" GRADE A36 STEEL DOWEL 14"LENGTH, 12" O.C. SPACING,GREASE OR SLEEVE ONE ENDSUBBASESEE NOTE #1DOWELED CONSTRUCTION JOINTSEE PLAN FOR SLABTHICKNESS4000 PSI COMPRESSIVESTRENGTH CONCRETESUBBASESEE NOTE #16"x6"x6 GAUGE WELDEDWIRE FABRIC SEATED ANDSECURED ON STANDS4000 PSI COMPRESSIVESTRENGTH CONCRETEMIX PER SPECIFICATION.6"2"XXXXEXTEND BASE 6" BEYOND FORAPPLICATIONS WITHOUT CURB &GUTTER, SIDEWALKS, BUILDINGSOR OTHER STRUCTURES.2.5" THICK ASPHALTICCONCRETE BINDER COURSE1.5" THICK ASPHALTICCONCRETE SURFACE COURSE8" THICK AGGREGATEBASE COURSEIF PRESENT ON-SITE, UNSUITABLE SUBGRADEMATERIAL SHALL BE REPLACED WITH SUITABLEMATERIAL AS SPECIFIED IN THE GEOTECHNICALREPORT.VERTICAL SAWCUT 38" (MIN.)URETHANE JOINTSEALING COMPOUNDDOWEL SPACED ON TWO (2)FOOT CENTER TO CENTER,6 INCHES OFF TIE BARS.EXISTINGPAVING PAVING PROPOSED PROPOSEDCONCRETE PAVINGEXISTING ASPHALTPAVEMENT ANDBASE COURSECONTRACTOR TO SAW CUT, REMOVEAND REPLACE 2' OF EX. ASPHALTPAVEMENT TO CONSTRUCT KEY JOINT.VERTICAL SAW CUT38" WIDE (MIN.)114" MIN.CLEARANCEDOWEL SLEEVE (CLOSED END) TOFIT DOWEL AND BE SECURED.TO BE INSTALLED 1'-0" C.C.D D D 4 24" LUBRICATED NO. 8 SMOOTHDOWEL2" (MIN.)URETHANEJOINT SEALING COMPOUND(TOP 14" NO SEALING COMPOUND)5" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTHT4#3 BARS ON 18" CTRS. BOTHWAYS24" LUBRICATED SMOOTH NO. 8 DOWEL BAR1'-3" MIN.1 4T TOP 14" NO SEALINGCOMPOUNDSAWCUT FULLDEPTH & CURB& GUTTER9"-15"2'REMOVALZONEEXPANSION JOINTNOT TO SCALERISE 31C-4.25" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS 5" TYPICAL (SEE GEOTECH REPORT FOR RECOMMENDATIONS 1 2 DEPTH 5" TYPICAL (SEE GEOTECH REPORT FOR RECOMMENDATIONS 1 2 DEPTH 4" AGGREGATE BASE COURSESEE NOTE #1.PAINT HANDRAILDARK BRONZESAWCUT LINENOTES:1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENTTHICKNESS.2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OFLONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.3.DOWEL BARS SHALL BE DRILLED & EPOXIED INTO PAVEMENT HORIZONTALLYBY USE OF MECHANICAL EQUIP.4.PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE.NOTES:1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENTTHICKNESS.2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OFLONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OFA MECHANICAL EQUIPMENT.4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WETCONCRETE NOT ACCEPTABLE.5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT)#3 BARS ON 16"ON CENTER EACH WAY4:1 SLOPENOTE:1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICALREPORT FOR PAVEMENT SECTION REQUIREMENTS.NOTE:1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICALREPORT FOR PAVEMENT SECTION REQUIREMENTS.0.1#3 BARS ON 16"ON CENTER EACH WAYLUBRICATE THIS ENDLUBRICATEEPOXY34"-38"THESE DETAILS APPLY TO CONCRETE PAVED LOTSNOTE:1.USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITHDARK BRONZE POWDER COAT FINISHXXXXXXSUBBASESEE NOTE #112" DECK-O-FOAM EXPANSION JOINTFILLER W/ PRE-SCORED STRIP OROTHER CFA APPROVED MATERIALURETHANE JOINTSEALING COMPOUND1 4TSUBBASESEE NOTE #1TYPICAL ADA RAMP AND HANDRAILNOT TO SCALETYPICAL PAVEMENT SECTION NOT TO SCALETRANSVERSE AND LONGITUDINALCONTRACTION JOINTNOT TO SCALETRANSVERSE AND LONGITUDINALDOWELED CONSTRUCTION JOINTNOT TO SCALECONCRETE PAVING DRIVE-THRU LANENOT TO SCALELONGITUDINAL BUTT JOINTNOT TO SCALEKEYED CONSTRUCTION JOINTNOT TO SCALECONTRACTION JOINTNOT TO SCALE21C-4.222C-4.223C-4.225C-4.227C-4.228C-4.229C-4.230C-4.2TACK COAT(APPLICATION RATE PER LOCALD.O.T. SPECIFICATIONS)NOTES:1.JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT.NOTE:1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICALREPORT FOR PAVEMENT SECTION REQUIREMENTS.ASPHALT PAVEMENTAND BASE COURSE#4 REBAR FOR CONTINUOUSREINFORCEMENT OF THICKENEDEDGE6" SUBBASESEE NOTE #1#3 @ 12" ON CENTEREACH WAY4000 PSI COMPRESSIVESTRENGTH CONCRETE12"6" MIN.6" AGGREGATE BASE COURSESEE NOTE #1.2"PAVEMENTTHICKNESSSEE NOTE #1CONCRETE APRON @ TRASH ENCLOSURENOT TO SCALE24C-4.210" MINASPHALT PAVEMENTAND BASE COURSEPAVEMENTTHICKNESSSEE NOTE #112"10" MINPAVEMENT EDGE DETAILNOT TO SCALE21AC-4.2REQUIRED AT ALL JUNCTIONS WITH CONCRETE9"27" MAX. 27" MAX.NOTE: VERIFY ALL STATE AND LOCAL REQUIREMENTS FOR RAMPS BUTT JOINTNOT TO SCALE23AC-4.2SAWCUT EXISTING ASPHALTFULL DEPTH FOR CLEANCONSTRUCTION JOINTPROPOSEDASPHALT PAVEMENTEXISTINGASPHALT PAVEMENTJOINT SEALANT(AC-20, OR EQUIVALENT)< 4" AND HANDRAILS.TYPICAL GUARDRAILNOT TO SCALE26C-4.26/A1.1C1" MIN. DEEPPOLYURETHANE SEALANTBEDSET PIPE IN CONC. FOOTINGUSING SUPER POR-ROCKGROUT (TYP.)CONCRETE SIDEWALKGRADEBOTTOM RAILS 1-1/4" X1-1/4" CHANNELTOP RAILS 1-1/4" X1-1/4" CHANNELNOTEs:1. 3'-0" Handrail height to be used alongopen sided level walking surfaces that arelocated less than 2'-6" above a floor orgrade below. 3'-6" guardrail height requiredalong open sided level walking surfaces thatare located 2'-6" or greater above a floor orgrade below or where required by a.h.j. orother governing code / regulation. architectto verify site specific conditions & coordinate.2. all aluminum to be .062" top wall, .078side wall3/4" X 3/4" PICKET, TYP.CORE SIDEWALK AT EACHPOST, TYP.0' - 0"GRADE ELEVATIONRE: CIVIL2 1/2" SQ. RAILING POST-powder coated BLACK, TYP.NOTE:1.GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION ORMATCH EXISTING, WHICHEVER IS GREATER.NOTE:1.GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION ORMATCH EXISTING, WHICHEVER IS GREATER.ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A ANDARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLERENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OFERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILSAND/OR STRUCTURAL FAILURE.H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-ODP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:29 AM LAST SAVED BY: GJOHNSONSTORESHEET:::::CHECKED BYJOB NO.DRAWN BYDATESTORE 80% SUBMITTALFOR CONSTRUCTIONPRELIMINARYSHEET TITLEBYDATEMARKBYDATEMARKREVISIONS:DATEMARKBYDWG EDITION02.4CAD ID:SERIES 08 -ALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com04/20/20202288V196517XJCWMEG - 1103/02/2021GMJCOUNTY COMMENTS204/14/21GMJCOUNTY COMMENTS35/14/21GMJSIGNATURESUBMISSION#2288112 MARKET STREETWINCHESTER, VA22603Lic. No.046960JOHN C. WRIGHT05/14/2021SITE PLAN #17-20C-4.2ODP SITEDETAILS PAINT SOLIDMULTI-LANE SPLITMULTI-LANE MERGE6" PIPE BOLLARDFILLED w. CONCRETEPAINTED DARK BRONZE6"6"PAINT 2" TOP OFCURB YELLOWPAINT FACE OFCURB YELLOW12"MENU BOARDISLAND CURB ELEVATION3'-0"8'-0"ISLAND CURB PLAN5'1.5'2.5'5'1.5'2.5'PAINT SOLIDMULTI-LANE DIRECTIONAL GRAPHICSNOT TO SCALE32C-4.3NOTES:1.GENERAL CONTRACTOR SHALL REFER TOCHICK-FIL-A PARKING LOT STRIPINGSPECIFICATIONS, SEE DETAIL2.CONTRACTOR SHALL USE WHITEREFLECTIVE PAINT ON ASPHALT & YELLOWREFLECTIVE PAINT ON CONCRETE.5C-4.020C-4.1DRIVE THRU ORDER POINT ISLAND CURBNOT TO SCALE34C-4.312 - 18"3'3'3'7.5'LOOP1.5 x 5 FEET9' - 9.5'MENU BOARD LOOP DETECTION SYSTEMNOT TO SCALE35C-4.3MENU BOARDMICROPHONESPEAKERDRIVE THRU LANECONCRETE PAV ING 122534671234567PREFAB (FOLDED) LOOP (1.5' x 5')1/2" PVC COUPLING1/2" PVC SLEEVE COUPLING1/2" PVC TUBING (3' LENGTH)1/2" PVC CORNER FITTING1/2" PVC 90° ELBOW1/2" PVC TUBING (2' LENGTH) PARTS LIST NOTES:1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC.2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.CONDUIT FROMBUILDINGMENU BOARDFOUNDATIONMENU BOARDLOOPSUPPORTVEHICLE LOOPDETECTORDRIVE THRU LANECONCRETE PAVING2" CLEAR BETWEENLOOP AND SURFACE PLAN VIEWSECTION VIEWISOMETRIC VIEW3' CLEAR PERIMETER, FREEFROM REBAR, WIRE SCREEN,REINFORCING BARS, ELECTRICCABLE OR METAL OBJECTS.1425CROSSWALK DETAILNOT TO SCALE60°5'3'8" WHITE4" WHITE1. REFER TO PARKING LOT STRIPING SPECIFICATIONNOTES:33C-4.3TO WITHIN 5' FROM BUILDING, REMAINDERTO BUILDING & HOOKUP IS TENANT RESPONSIBILITYEXTERIOROPTION "B" - SMALLER BUILDINGS1% MINIMUM SLOPESTORM SEWER PIPE (SIZE VARIES)SEE GRADING PLAN FOR LOCATIONSEE NOTE #2SEE NOTE #145° BEND(SCH 40 PVC)2" MAXIMUM6" SCHEDULE 40 PVC WITHWIRE SCREEN FOR RODENTS-SEE DETAIL THIS SHEETWIRE SCREENFOR RODENTS5"x 6" DOWNSPOUT1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.TOP/SLAB(SEE FDN. PLAN)1:50 MAX. (2%) SLOPENOTE:1.CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPOXY GROUT DOWEL, IF NOT INSTALLEDWHEN THE BUILDING SLAB WAS POURED.2.REFER TO ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS DOOR STOOP SHALL EXTEND 12" PAST EACH SIDE OF DOOR MIN.3.USE A 10'X5' SLAB MINIMUM AT A DOUBLE DOOR ENTRY.4.USE A 5'X5' SLAB MINIMUM AT A SINGLE DOOR ENTRY.5'-0" MIN.4"U.N.O.2"BLDG. LINEPCC SIDEWALK IFREQUIREDSEE FDN. PLAN FOR WALL REINF.ENTRY DOOR FROST SLAB DETAILNOT TO SCALE36C-4.3MATCH SIDEWALK SECTION FORCONCRETE (4" MIN.)2" XPS RIGID FOAM INSULATIONMATCH SIDEWALK SECTION FORAGGREGATE BASE (4" MIN.)PREPARED AND COMPACTED SUBGRADEXXXX6"MIN.XX6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED ANDSECURED ON STANDS1/2" EXPANSION JOINT MATERIAL11C-4.0PRE-CAST CATCH BASIN PERD.O.T. HEAVY DUTY TRAFFICRATING.CONFORMING TO ASTM C478WASHED STONEFABRIC OR EQUALNON-WOVEN FILTERMIRAFI 140NPIPING IS FREE OF C.O.COVER SUCH THATLOADING IS NOTTRANSMITTED TO PIPING.COMBINATION, TYP.SANITARY4" THICK CONCRETE PADCLEAN OUT AND COVER,P-15, PRIME AND PAINTFLAT BLACK.clSAN. C.O. OUTSIDE BUILDINGNOT TO SCALE37C-4.3NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAILTYPICAL SECTION AT MANHOLEAROUNDTRANSITIONTYP. ALL3'-0"TRANSITIONTYP. ALLAROUND3'-0"AGGREGATE BASECOURSEASPHALT PAVEMENTAGGREGATE BASECOURSEFLUSHASPHALT PAVEMENTFLUSHWASHED STONEALL AROUNDNON-WOVENFILTER FABRIC1" DIA. WEEPHOLE(4 REQ'D.)5C-4.0BUILDING DOWNSPOUT CONNECTION DETAILNOT TO SCALE38C-4.3NOTES:STORM WEEP HOLE DETAILNOT TO SCALE40C-4.3TYPICAL SECTION AT INLET/CATCH BASIN DETAILNOT TO SCALE39C-4.3TYPICAL SECTION AT INLET/CATCH BASINCJ CJCJ CJEJEJEJ EJ 6'12'CONCRETE SLABPOURED WITH ISLANDRESUME TYP.CJ PATTERNRESUME TYP.CJ PATTERNEXTEND CJTHROUGH CURB(TYP.)ASPHALT PAVINGSECTION. SEE21C-4.2CJ = CONTRACTION JOINTEJ = EXPANSION JOINT8"8"REQUIRED AT ALL STORMSEWER STRUCTURESNOTE:1" DIA. WEEPHOLE (4 REQ'D.)(3 REQ'D. AT CURB INLETS)2. CROSSWALK ALONG AN ACCESSIBLE ROUTE SHALL MAINTAIN A CROSS SLOPE OF 2% MAX AND A RUNNING SLOPE OF 5% MAX.ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A ANDARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLERENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OFERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILSAND/OR STRUCTURAL FAILURE.H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-ODP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:29 AM LAST SAVED BY: GJOHNSONSTORESHEET:::::CHECKED BYJOB NO.DRAWN BYDATESTORE 80% SUBMITTALFOR CONSTRUCTIONPRELIMINARYSHEET TITLEBYDATEMARKBYDATEMARKREVISIONS:DATEMARKBYDWG EDITION02.4CAD ID:SERIES 08 -ALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com04/20/20202288V196517XJCWMEG - 1103/02/2021GMJCOUNTY COMMENTS204/14/21GMJCOUNTY COMMENTS35/14/21GMJSIGNATURESUBMISSION#2288112 MARKET STREETWINCHESTER, VA22603Lic. No.046960JOHN C. WRIGHT05/14/2021SITE PLAN #17-20C-4.3ODP SITEDETAILS H:\19\V196517\DRAWINGS\PLAN SETS\SITE PLAN\V196517-ODP-0.DWG PRINTED BY: GJOHNSON 5.11.21 @ 10:29 AM LAST SAVED BY: GJOHNSONSTORESHEET:::::CHECKED BYJOB NO.DRAWN BYDATESTORE 80% SUBMITTALFOR CONSTRUCTIONPRELIMINARYSHEET TITLEBYDATEMARKBYDATEMARKREVISIONS:DATEMARKBYDWG EDITION02.4CAD ID:SERIES 08 -ALWAYS CALL 811It's fast. It's free. It's the law.TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com04/20/20202288V196517XJCWMEG - 1103/02/2021GMJCOUNTY COMMENTS204/14/21GMJCOUNTY COMMENTS35/14/21GMJSIGNATURESUBMISSION#2288112 MARKET STREETWINCHESTER, VA22603Lic. No.046960JOHN C. WRIGHT05/14/2021SITE PLAN #17-20C-4.4ODP SITEDETAILSALL DETAILS ABOVE THIS LINE WERE PROVIDED BY OTHERS ANDARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLERENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OFERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILSAND/OR STRUCTURAL FAILURE.CONCRETE FLUMENOT TO SCALE50C-4.42' FLUME(SEE NOTE 5)NOTES:1. CONTRACTOR TO INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT EDGE OFGUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS INDICATEDIFFERENTLY.2. CONTRACTOR TO PROVIDE GUTTER PANS (COLLECTOR/SPILL) PER GRADING PLAN. SHADED GUTTER PANREPRESENTS FULL SPILL SECTION, NON-SHADED IS COLLECTOR. CONTRACTOR TO PROVIDE 3 FOOT TRANSITIONSBETWEEN SPILL AND COLLECTOR SECTIONS.3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50% ALONG COLLECTOR CURB. IF FIELD CONDITIONSAND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TOCONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER SHALL BE HELD HARMLESS FOR ANY CURBAND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS.4. IN THOSE SITUATIONS WHERE RE-GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY, THECONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE ISLAND PROVIDES 1%PAVEMENT SLOPE, PER PLAN INTENT.5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME ATTHE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50%.FREDERICK COUNTY WATER STANDARDS AND SPECIFICATIONSFREDERICK COUNTY WATER STANDARDS AND SPECIFICATIONSFREDERICK COUNTY WATER STANDARDS AND SPECIFICATIONSFREDERICK COUNTY WATER STANDARDS AND SPECIFICATIONS