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HomeMy WebLinkAboutSDP202000027 Plan - Revision 2020-11-30SD 2020-27 MAJOR SITE PLAN AMENDMENT SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 GENERALNOTES C-101 GENERAL NOTES AND LEGEND C-102 EXISTING CONDITIONS & DEMOLITION PLAN C-202 SITE PLAN C-301 SIGHT DISTANCE PROFILES C-302 GRADING PLAN C-401 UTILITY PLAN C-501 LANDSCAPE PLAN C-601 LANDSCAPE NOTES AND DETAILS C-602 CONSTRUCTION DETAILS C-801 - C-802 MAINTENANCE OF TRAFFIC PLAN C-803 FOR 29TH PLACE DRIVE THRU LOCATION OF SITE 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA P I D: 061 U 0-01-00-01500 J v (.INI aP`` cs. !,J( yE op; tr Wooe ct > J ¢ 631 Shop of�c0 t 1 m The °o B R FppE9t W $ �E d..pp P ice be a Unio A v Semine! r Fy 20 ''Shop Ct o Bid °'FsTrail C sPAi rmR(s FgfF oy c... h4/ Alhe axle , m ' .`�SNorth e v Ift TS yJ "° ° S ho pB q oA voo a i4 h1 \ .'Fashion .p SITE _g _ Square 6, - A � z Mall d��C Shopperq World Fa ion Square Alder� ate w Mall U Meth IILAG a apa�,npPIK (FatBERrn�nEn ys L!�`F FO �P a✓fl, q °i CBN�iNf' 'BAK 7a C(,[c'°�II. >< r'F MANCNES7EN' ChurchOy0r cSy `,�a~\f By OP �Fq� F/lug. i��� SiaCaEn81107i �/ }4RAr oP fRagEFR ( I 3 � //� 44Q4 0 ?v'IPCE�/�Mfy@0 cr s o Rif r gf LA"" 4_ _( )C o 18 ` aml O Ct On / a�.y� ,y 1JWI .A AgEE ree nor w `gam 29 ra 1 �NBIIIEB m� LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' DEVELOPER OWNER FEDERAL REALTY INVESTMENT TRUST FEDERAL REALTY INVESTMENT TRUST 1626 E JEFFERSON STREET 1626 E JEFFERSON STREET ROCKVILLE, MD 20852 ROCKVILLE, MD 20852 CONTACT: CHRISTINE MCGUIRL CONTACT: CHRISTINE MCGUIRL PREPARED BY HL 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: RYAN T. YAUGER, P.E. CONTACT INFORMATION • REFERENCES BOUNDARY & TOPOGRAPHIC/Al-TA SURVEY: "BOUNDARY AND TOPOGRAPHIC SURVEY FEDERAL REALTY INVESTMENT TRUST 29TH PLACE" 1500-1520 SEMINOLE TRAIL, US RTE. 29 RIO MAGISTERIAL DISTRICT, ALBEMARLE COUNTY PREPARED BY:BOHLER DATED 3/13/2020 • GOVERNING AGENCIES COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 FAX: (434) 972-4126 • UTILITIES ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION J 0 m z a W W LU zWW W C7gU�U� V Z W L N j W H Q� O � W Q 2 W Z �>ZU WInO N 7 Q a Z Q 00�ECL Of U Z Q ~ O Zg�CN�CL a zrna¢ > g U DJ H rn REVISIONS REV DATE COMMENT CH MOer 6/18/2020 DRESS COUNTY COMMENTS JPN RTY 2 9/11/2020 DRESS COUNTY COMMENTS JPN IT 3 10/20/2020 DRESS VDOT COMMENTS JPN RTY 4 11/30/2020 FT APPPROOAL JPN DBR 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR IAINICIPPL PNMENEW ORAGENCYRPNO APPROVPL IT IS NOT INTENDED ASA CONSTRUCTION DOCUM1ENTUNrESS INDICATEDOTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT. MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVI LLE, VA 22901 ALBEMARLE COUNTY BOHLER1 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 SHEET TITLE: TH RYAN YAUGER Lie. No. 0402056625 11 /3012020 COVER SHEET SHEET NUMBER: C-100 RYAUGER@BOHLERENG.COM REVISION 3 - 11/30/2020 H z z w 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 NDITI N F APPR VAL T ALL PLAN AND THER D MENT REVIEWED AND APPR VED BY THE PERMITTIN CO O S O O O S O OCU S O G 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 NDITI N F THE N TR TI N NTRA T WITH THE WNER/DEVEL PER IN L DIN ALL EXHIBIT ATTA HMENT AND CO O S O COS UC O CO C O O C U G S C S 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 T ME HANI AL ELE TRI AL PL MBIN AND FIRE PPRE I N PLAN WHERE APPLI ABLE . THE NTRA T R M T O C C C C U G SU SS O S C CO C O US 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. NTRA T R M T REFER T AND EN RE MPLIAN E WITH THE APPR VED AR HITE T RAUB ILDIN PLAN F RE RD F R CO C O US O SU CO C O C C U U G S O CO O 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 OWNERIDEVELOPER, 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 PLANS 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' CONSTITUTES 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. 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(FRAFFIC 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, ATA 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. 5. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. DEMOLITION NOTES (Rev. 1/2020) SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 112020) 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. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X 131. 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 OWNERIDEVELOPER 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. 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 ARCHITECTS, 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. 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 VIRGINIA 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 0.55 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 6" 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. 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. 12. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 14. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. J 0 m (D Z Fr w w O Z w W z Z 7 Z N U Z w - W > (:i wc9gU-U� U. Z W w N j W ZYU' ~�O_N � W Q 2 W Z J > Z U w O O [n72 LU Q ZQ 0 ZI.-� p Z(D U y 2 d g Tn Z O o w z a (L a J a - g U w F- W REVISIONS REV DATE COMMENT CHE'M'D I3Y 6/18/2020 DRESS COUNTY COMMENTS JPN RTY 2 9/11/2020 DRESS COUNTY COMMENTS JPN RTY 3 10/20/2020 DRESS VDOT COMMENTS JPN RTY 4 11/30/2020 FAPPPROOAL DBR • • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. INOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MJNICIP&MIXORAGENCY REVIEW ANO APPROVP IT IS NOT INTENDED ASA CONSTRUCTION DOCUM:NTUNIESS INDICATEDOTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT. MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVI LLE, VA 22901 ALBEMARLE COUNTY B HLER// 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH R1'AN YAUGER Lie. No. 0402056625 11 /3012020 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-101 REVISION 3 - 11/30/2020 STANDARD DRAWING LEGEND PROPOSED EASEMENT LEGEND SI SIGHT DISTANCE I 1 STORM DRAIN SANITARY SEWER �L WATER PUBLIC ACCESS COMMON SHARED 1 IE INGRESS -EGRESS �- PUBLIC UTILITY VARIABLE WIDTH S A FOR ENTIRE PLAN SEl STANDARD ABBREVIATIONS LIMIT OF WORK LOW LOW FOR ENTIRE PLAN SET LIMIT OF DISTURBANCE LOD LOD AC ACRES ADA AMERICANS WITH EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE DISABILITY ACT ONSITE PROPERTY ARCH ARCHITECTURAL Be BOTTOM OF CURB LINE / R.O.W. LINE NEIGHBORING - - PROPERTY LINE / - - BF BASEMENT FLOOR BK BLOCK INTERIOR PARCEL LINE BL BASELINE EASEMENT LINE BLDG BUILDING SETBACK - - - - - - - - - - LINE BM BUILDING BENCHMARK 04 O A -/70--- N 516.4 OR 516.4 BRL BUILDING RESTRICTION LINE CF CUBIC FEET CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE SPILL I TRANSITION CONN CONNECTION CONCRETE CURB & GUTTER CONIC CONCRETE DEPRESSED CURB AND GUTTER CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE WITH LIGHT DEC DECORATIVE DEP DEPRESSED POLE �� LIGHT DIP DUCTILE IRON PIPE TRAFFIC DOM DOMESTIC LIGHT ELEC ELECTRIC UTILITY 0 ELEV ELEVATION POLE TYPICAL IlaJfl EP EDGE OF PAVEMENT LIGHT ES EDGE OF SHOULDER ACORN EW END WALL LIGHT EX EXISTING TYPICAL FES FLARED END SECTION SIGN FF FINISHED FLOOR PARKING FH FIRE HYDRANT COUNTS FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) CONTOUR LINE 7 GH GRADE HIGHER SIDE OF WALL SPOT TC 516.00 TC 516 0-0 MATCH EX I GL GRADE LOWER SIDE OF WALL ELEVATIONS BC 515.55 518.02 t GRT GRATE GV GATE VALVE HOPE HIGH DENSITY SAN SANITARY LABEL SAN # POLYETHYLENE PIPE HP HIGH POINT STORM LABEL # e HOR HORIZONTAL HW HEADWALL SC SANITARY SEWER LATERAL a! INT INTERSECTION INV INVERT /y UNDERGROUND WATER LINE yy LF LINEAR FOOT E UNDERGROUND ELECTRIC LINE E LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE C UNDERGROUND GAS LINE C LOS LINE OF SIGHT LP LOW POINT �f1 OVERHEAD WIRE OH LiS LANDSCAPE MAX MAXIMUM T UNDERGROUND TELEPHONE LINE T MIN MINIMUM 6. UNDERGROUND CABLE LINE C MH MANHOLE MJ MECHANICAL JOINT STORM SEWER OC ON CENTER PA POINT OF ANALYSIS S SANITARY SEWER MAIN S PC POINTCURVATURE HYDRANT PCCR POINT OF COMPOUND CURVATURE CURB RETURN PI POINT OF INTERSECTION O SANITARY MANHOLE - x i O 1 ts� / POG POINT OF GRADE (�D I STORM MANHOLE /O sr i� ® r ._� PROP PROPOSED PT POINTOFTANGENCY WM ® WATER METER Q PTCR POINT OF TANGENCY, CURB RETURN WV WATER VALVE • PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION ❑ GAS VALVE ❑ PVT POINT OF VERTICAL TANGENCY ® GAS METER ® R RADIUS RCP REINFORCED CONCRETE PIPE TYPICAL END SECTION [--D RET WALL RETAINING WALL RNV RIGHT OF WAY HEADWALL OR ENDWALL ® IDOR� S SLOPE ®I GRATE INLET O SAN SANITARY SEWER SF SQUARE FEET CURB INLET STA STATION STM STORM O CLLEEATN OU O S/W SIDEWALK TBR TO BE REMOVED O ELECTRIC MANHOLE O TBRL TO BE RELOCATED O TELEPHONE MANHOLE O TC TOP OF CURB TELE TELEPHONE EB ELECTRIC BOX EB TPF TREE PROTECTION FENCE TW TOP OF WALL ER ELECTRIC PEDESTAL EP TYP TYPICAL UG UNDERGROUND UP UTILITY POLE ® MONITORING WELL ® W WIDE W/L WATER LINE TEST PIT YYY W/M WATER METER 3 PLUS OR MINUS ids :�\ V BENCHMARK ® o DEGREE BORING g DIAMETER # NUMBER ~� VDOT ofTinDepartment f Transportation lar- ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 August 21. 2020 Submitted by: Bohler Engineering VA, LLC - Ryan Yauger, P.E. Date: -jol, 23, 28M Email Address: ryauger@bohlereng.com Phone: (540) 349-4500 Address: 28 Blackwell Park Lane, Suite 201, Warrenton, VA 20186 Project Name: 29th Place Rte If 29 Locality: Albemarle County Description of Project: The existing 29th Place shopping center is located along Seminole Trail (US Route 29) in Albemarle County, Virginia. The purpose of this project is to modify an existing commercial building, install a single lane drive-thru, close -off an existing right -in entrance along Route 29, and modify an existing full -movement entrance along Berkmar Drive as a right -in, right -out movement entrance. The site's Parcel ID is 0611.10-01-00-01500. The project is anticipated to be completed by May 2021. VDOT District: Culpeper Area Land Use Engineer: Adam Moore, P.E. (1). Submit this form and any attachments to one of the District's Area land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional Information as necessary to justify the exception request(s). (4). H a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for additional instructions. Select the Exception(s) Being Requested [:]Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: ❑ A. An agreement to share the entrance could not be reached with adjoining property owner. ❑ Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ Exception to the vehicular connection to adjoining undeveloped property requirement. (Section 120 CA) Reason for exception: ❑ A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ B. Otherreason: 1 February 2015 ✓❑ Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual( ❑ Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. ❑✓ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2.2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request ✓❑ ON A STATE HIGHWAY Functional classification: Principal Arterial: ✓❑ Minor Arterial: ❑ Collector: ❑ Local: ❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized ❑ Unsignalized © Full Access ❑✓ Partial Access ❑ Required spacing distance 305 ft Proposed spacing distance 230 ft Requested exception: Reduction in required spacing 75 ft REASON FOR EXCEPTION: ❑ A. To be located on an older, established business corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation Section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (section 120 C.3.1) ❑ Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (i) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). February 2015 ❑ E. The development's 2n0 (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (Section 120 C3 e) ❑ Attached: Information on the development that identifies the location of entrances. ❑ F. To be located within the limits of a VDOT and locality approved access management corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C 3.b) FOR VDOT USE ONLY! Recommendation on Exception Request: Appr Derrylate: W27/20 Area land Use Engineer or: Name Adam J Moore. P E. Remarks: The Residency recommends approval of this exception based on the following. 1 Removal of right in entrance on Route 29 2. Restriction of movements on southeastern Berkmar Drive entrance to right in/right out 3. Current entrances on Berkmar Drive do not have a documented history of crashes related to the entrance. Verbal concurrence by Resident Engineer, Carrie Shepheard, P.E on 8121120 Exception Request Action: Approve471 Dented Date: / o L O District Administrator or Designee: Name (and position if Designee) /w n a 7 4 / • ns Ire %< < Remarks: District Staff: Please email copy to Bradley. SheltonaVDOT.Virginia.gov 3 ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). (D Z E w w N Z w Of w w U g U- O W C9Zwww5w ZY(7HQ W O w Q 2 W Z W Z of w N O N 2 Q Do Z Q 0 0 2 Lu Z F- r1 Z Q H ~ O Z (Dto N W co aZrna¢ > g Of Lu N REVISIONS REV I DATE COMMENT DRAWN eY CHEcxeoeY 6/18/2020 DRESS COUNTY COMMENTS JPN RTY 2 9/11/2020 DRESS COUNTY COMMENTS JPN RTY 3 10/20/2020 DRESS VDOT COMMENTS JPN RTY 4 11/30/2020 FT APPPROOAL JPN FDBR • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR WNICIR& MIXORACENCY REVIEW AND AITROVP IT IS NOT INTENDED ASA CONSTRUCTION DOCUIENTUNIESS INDIGAMDOTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I. D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVI LLE, VA 22901 ALBEMARLE COUNTY BOHLER// I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH RTAN YAUGER Lie. No. 0402056625 1 11 /30/2020 SHEET TITLE: GENERAL NOTES AND LEGEND SHEET NUMBER. C-102 REVISION 3 - 11/30/2020 "-o 46609 WRONG WAY SA CONc CURB W12, a17TER SEMINOLE TRAIL -U. S. RTE. 29 VAR/ABLE WIDTH RIGHT—OF—WAY ASPHALT PAVED PUBLIC ROADWAY 1 PCO EASEMENT \ \ 72 LOT 147 ` BERKMAR \ , D.B. 769 PG. ZBB LAMPS NIT r G. DOFFLEMYER, 'yVANCY 6, DDOFFLEMYER, GENERAL PARTNERS I I I I , , ' 36' SERVICE OR1Vf EASEMENT 'l D.R. 889 PC. 476 ; D.B. 545 PO 69/ O.B. 586 PC 512 4 DB 884 PC 50 AND BOARDING I I I , I I I I , 1 ERW/ Z- EASEMENT I PC 50 I i C 469 03 'EASEMENT PC 122 a _ s 8 SAN 42" RCP — — D — — C-- _ -- 42 ° RCP `REB4R FOUND CURB INLET RIM=45762 CURB INLET 1NV=44B04 RIM=459 57 /NV-455.49 ;'/TRANS 1MC -76 APPROW LOC. UC. WATERL/NE PER REF. & (NOT FIELD VER/F/E0, EE NOTE 3J R=460.15 =115620" L=95.88 Ch''R S44'0530 E CN0=95.71 1679'129V 0.29' PK N4/L FOUND S40'323W 1V 3.00' GAS T FIELD 30' WRCO EASEMENT OB 889 PG. 183 �c s�672s 15.56' RAMP M BE REPLACED) IUnTF4z- 1. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH THE OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. Z a w w N ? r�w w Z W H Z W � U wc9gU�U �Zwwcn jw F- z>c7�w�ZO w¢x�w J> z U w 0 O N 7 2 Q a Z Q zcn2 IZ< o�z<a- U g z 00=EU� � CL < g Of U w 00 REVISIONS REV I DATE COMMENT Dum" CNECI(EDBY 6/18/2020 ADDRESS COUNTY COMMENTS JPN RTY 2 9/11/2020 ADDRESS COUNTY COMMENTS JPN RTY 3 10/20/2020 ADDRESS VDOT COMMENTS JPN RTY 4 11/30/2020 APPROVALO DBR • I Know whaPs below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNIGIPALANDIOR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLER/i 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Lic. No. 0402056625 11/30/2020 SHEET TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SHEET NUMBER C 202 20 10 5 0 20 1 "= 20' REVISION 3 - 11/30/2020 TRANSFORMER ON CONIC PAD \ \ / \ \� APPROX LOC. VEPCO EASEMENT \ D.B. / / 6 3BB PC PARCEL Y 172 BERI(MAR 'SHOPPER' WORLD" \ // / / / O.B. 799 PG. 288 \ D.B. 15 PG. 627 �� \/ ( // NDS N/F �� / //\ \/ \ / YARRr G. DOFFLEMYER, NAN r Z, PbGF7✓MYER, GENERAL PARTNERS \ SHOP ERS' WORLq L.C. D B. 1552 PG. 528 50 0 20' UAL77Y EASEMENT / \ / TM 610-01-14 TM 61M-12-1C2 — PER REF.6 6 ZONING: HIGHWAY COMMERCIAL ZONING., PLAN ED DEVELOPMENT SHOPPING CENTER DB 540 PG 462 / p0 PRESENT USE. DOG GROOMING AND 604/7DING PR ENT USE., SHOPPING CENTER V�A A EA: 290,529 S F. OR 5. 981 AC. _ / p� WOOD LAND/NG CONIC EM / WM /\ / // / / k I 3 VJ�O l WATERLINE EASEMENT / p / O�V 36' 969 /E O476 EASEMENT ® / ti V D.B 545 PG. 476 D.B. 1938 PG 1>2 / / / / \ / OB 596 PG. 501 12 GV / / / ,OB 984 PC 502 Wm y0 GM Wm �O \ QP \ ®WM \ / / / \ 6 99 994 PG 50 Q PRIVATE SERMCE EASEMENT \ EB EM _ / ♦ 0 �A, \ EB R=35.00 / / / / _ 10' UT/L/TY EASEMENT A=43'3956" / O �� -- _ OB 400 PG 122 Q �Po 0 no L=26.67 PHONE BOX CHB=5I419 35 lV _ \ /7 � v� CHO=26..03 PROP. QT$R�ASH \ / / _�NiERE STEPS / �jOi° LID 0�/�/O�agA,kSEE NO _ 4B"STORM � Q LOGWS 19AK PNT SAWCUT L B/12110_POE311 LIMITS OF _-__- 72' STORM ORA/NAGE L' LO STURBANCE • L D �„_ \ APPROX L00 10' EASEMENT LOD .0 UAL17Y EASEMENT D.B. 2110 PC 31 OD ,1 ,y S \ _ - --- PROP. Q- 7Sp' \ D.9. 1938 PG. 112 / / �O 0"BU/LO/NG 1 R+�C BOLLARD LOQ CG-12 SIDE WALK .o _ a=. — — 25, \ / / PROP. �- _ � S PROP. \ 9 Q• / e, PROP. IS CG-12 1 .a ti _ _ SPACE G I J . SIGN AND STOP BAR �—p o oP - 30' ACCESS EASEMENT / / �" 3� \� D.B. 547 PG B7 6 \ \ � e o � '��— � _ LOD� d — - � • . � � � REBAR FOUND 5 Y PROP. 4' \ \PROP. CONIC. LANDING CLEARANCE BAR " PROP.�I _ PROP. I o oQ�CURB /NCE7 CROSSWALK 7 \ �—.--. o I (/� SAWCUT N _ _ K CURB\ I \ /NIV-45549 — -- -- — -- PROP. PROP. �•• CG-12 8 --,,� 9 10 ♦ d PAVEMENT METAL — _ 5 UO/ \. SAWCUT �o \ QO C/0%y& II c/o ^_ MARKING LANDING NIµ •.A' \ \ O �O / 4 / / �� ® BLO:, ,YlF'LL (TO REMAIN) W�STEPS low \ � RGALRAP r GUTTER RA/SED CONCRE7E WALKWAY CONIC. WAL E'y G •� I 6b ENTRANCE S/CN EASE TRAP E EX. HANDRA/L CON,. STEPS EM Al 1 OD ' SIDEWALK PROP. PRE -ORDER EX. HANORA/L PTO REMA/Nj STOP SIGN o 3 I BOARD (SEE NOTE #1) PROP. 4" PROP. CONC. v/ V\I '" ° / / PROP. BOLLARD SIVNGLEWIDE ITEIPE HAND EXTERAIL I WM �0 �O / PROP. CANOPY WOOD LANDSCAPE AES a ry�0 / (SEE NOTE#1) R=460.15 S /� PROP. MENU BOARD OIL / 5 O/ / �, I (SEE NOTE#1) I A=>73610" HC PARK/NG SION I / O WAY L=9' 2 I f CHB=S44'05:30S4E PROPOSED I I CHD ' -95.7I' BLOCK WALL RESTAURANT I' - 2.225 SF PROP. "STOP" a = N \v- I.Oi o SIGN a / �12' PROP. "NO LEFT D LIMITS OF TURN' SIGN \ Spoq DISTURBANCCE 9.05' PROP. o . \ PICK-UP 0 / WINDOW PROP. N o N36"19'12"W 025' /rp� PROP. DIRECTIONAL PAVEMENT TO PK NA/C FOUND \ \ \ �. / \ Jh .•: / 'G12 q in ', 27.32' I I SIGN MARKING TO T65 r S40'1259 OW \ v' PROPN / 3 / - VKUY. 9ULU U PROP. CG3 I J. 00" / C/o MOUNTED ADA SIGNS MOUNTABLE • o 6 10' ELEC CASEMENT \ �� • \ CURB 2 0 NOTES 14 DB. 561 'Co. BI 0 �T 349' o �•\ 1. PLEASE REFER TO ARCHITECTURAL PLAN FOR DRIVE-THRU FEATURE o. PROP. DETAILS. PROP.CONC WALK REFLECTIVE \ 00 PAVEMENT •\ w �� lL FLEXIBLE POST 6.5'R o MARKING (SEE DETAIL 0 2. CONTRACTOR TO ENSURE THAT THE FENCE AROUND THE DUMPSTER \ O - - o SHEET C�02) AREA COMPLIES WITH ALBEMARLE COUNTY CODE. DUMPSTERS, PROP..- :](' - CUk4 • \ e CONIC C RB WIN GUTTER PROP. "NO LEFT f ^' OUTDOOR TRASH RECEPTACLES, AND OTHER, SIMILAR OUTDOOR REFUSE PROP. "STOP" `/ CG12 ( TURN'SIGN I EC(R�-jp� .S CONTAINERS SHALL BE SCREENED WITH AN ENCLOSURE AT A MINIMUM ��s / STOP BAR�J OQ 0/0 97' q j .!� O J HEIGHT OF ONE (1) FOOT ABOVE THE HEIGHT OF THE DUMPSTER WITH A / C0 MINIMUM INSIDE CLEARANCE AT THE OPENING OF TWELVE (12) FEET. �, 0 54977 02 E 12• "LT�RK/NC O / I I �'➢ _o e' o v C'Q 00�� B292 3 FORTE MAINTENANCE OF TRAFFIC PLAN. PLEASE REFER TO SHEET C-803 I�/*�., \ rr—•— 8' 8' 8' 10, LIMITS OF /— 'I� CROSSWALK WITH PROP. 240 SF '� 1 WOK EX PAVEMENT 4. VISIBILITY OF ALL NEW MECHANICAL EQUIPMENT FROM THE ENTRANCE STAMPED ASPHALT OUTDOOR PROP. MARK/NG QP' � DINING AREA o SAWCUT PROP. 30' VEPCO EASEMENT CORRIDOR SHALL BE ELIMINATED. PROP. PAVEMENT 0 D.B. 689 PG 1B3 / Q I PROP. STOP BAR MARKING / PAVEMENT • 1-- ---o' 30�BU/LD/NG SETBACK—lo---------------------------- MARKING --------------------/ 5 THE COLOR PROPOSED OR THE VETHE COLOR OF THE MECHANICAL ORTCAL SIDING AND TRIM (GREY)UIPMENT SCREENS SHALL . ---------- -- — - LEGEND: 7 �� �� APPROX LOC. VEPCy EASEMENT 10' 10' zo DD 388 PG 172 / q• 11 I (TYP.) I 22 r ON ON ON ON ON ON ON ON 0 ON ON ON ON 0 ON J • OH ON 0t�0 OH ON ON ON ON ON ON ON N N ON ON ON N ON ON ON 534.20%FO E CONC CURB W�NO GUTTER 10' PARK/NG ETBACK CONIC C RB W�N GUTTER Z4'94 MILL AND OVERLAY AREA WRONG WAY S/GN --------- — — a2• -- GIG-_ B lzo oo�' -- -- SITE TABULATIONS: FS sa R' a8 z LU o� o w z wo NN Ww �L Z Z LU U w m W wUEUUC7U 8 C7?wwU>w m w 0z ~w¢xowz 7 [gl7YQYQJNZUQ2Q ozW~6 o® �o zg"En 3C azEtN cnaa < > g ItLU a� U ro 62 N o� T0 REVISIONS REV DATE COMMENT Dw'wxln er Cxl:cxeD 6/18/2020 ADDRESS COUNTY JPN RTY COMMENTS 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 11/30/2020 T _JPN DBR 4 APPROVAL • 5 Know what's below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNIGIPALANDIOR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLER/, 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com - - S2310 33 E ! • P.O.B. /\COD PARCEL ID: 061 UO-01-00.01500 CONC. WALK 2.95' ad STOP S/G S11108'161W --- -_ --- $2 O PROP �L00 r O 15.58' TOTAL PARCEL AREA: 1.53 AC Q y _ _ _ _ _ _ _ _ - _ - - - - _-- CONC. WALK - P FSIDEWALK- ro CONC WALK / �% N YA R 1P PROP ZONING: PLANNED DEVELOPMENT SHOPPING CENTER P.O.B. CONIC CURB W/2' GUTTER CG-12 ZMA2001-14 WITH ASSOCIATED PROFFERS .0 Lic. No. 0402056625 Q. CONIC CURB 0112' GUTTER EXISTING USE: COMMERCIAL/ RETAIL i(� 11 /30/2020 �4� 6' UTIL/7Y EASEMENT ` - -I n, - 'LOW----' o APPROX L0C C V/RG/N/A OB. 400 PG 122 PROPOSED USE: RESTAURANT WITH DRIVE THRU SS�ONALE�G PROP MILL+OVERLAY TO PROP. SAWCUT TO TELEPHONE & TELEGRAPH COMPANY i 00 PG. 122 SHEET TITLE. EASEMENT EXTEND FULL WIDTH OF EXTEND 8" INTO D.B. 419 PG 404 PARKING: c.n TRAVEL LANE STANDARD TRAVEL LANE R9. 419 PG. 435 10' D.B. 400 U4 VDOT WP-2 DETAIL EXISTING GROSS LEASABLE FLOOR AREA �s 250 SEM//VOLE Ti4.4/L -U S RTE 29 SEE SHEET C 801. VARIABLE WIDTH RIGHT—OF—WAY ASPHALT PAVED PUBLIC ROADWAY FOR ENTIRE 29TH PLACE SHOPPING CENTER. 169,649 SF EXISTING SPACES REQUIRED: 169,649 SF X (4.75 SPACES /1,000 SF GFA) SITE =806 SPACES EXISTING SPACES: 815 PLAN PROPOSED LEASABLE FLOOR AREA: 169,766 SF PARKING REQUIRED: 169,766 SF X (4.75 SPACES 11,000 SF GFA) SHEET NUMBER: =806 SPACES TOTAL SPACES PROVIDED: 807 C 3 01 20 10 5 0 20 1"=20' REVISION 3- 11/30/2020 470 460 01111 Tn GHT DISTgNCF IN,, \ \ EYE OBJ Tn 10+00 10+50 11-00 11+50 12+00 12+50 13+00 13+50 14+00 SERVICE DRIVE S/GHTD/STANCE PROF/LE SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL 470 460 0191 BJ 3�'SIGHTDISTAt lcp \0 S\ONt O EYE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 BERKMAR DRIVES/GHTD/STANCEPROF/LE SCALE: 1"= 50' HORIZONTAL 1" 5' VERTICAL A J^T'wc. 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. Wm W J O m Z a W W W N Z rW Q' W Z H Z W U W C7g U2U� (J Z U' H W W N j W[q ZY� 5 W ZU Q= WL l J f n0 Z J W w 7 m Q m Z Q Z VA2 W CL Z�f Z ¢ Q Q ~ O U Zgoo�WZ XZ`A'aa > g U LU H [n REVISIONS REV I DATE COMMENT Dum" CNECI(EDBY 6/18/2020 ADDRESS COUNTY COMMENTS JPN RTY 2 9/11/2020 ADDRESS COUNTY COMMENTS JPN RTY 3 10/20/2020 ADDRESS VDOT COMMENTS JPN RTY 4 11/30/2020 APPROVOAL DBR Q5 Know what's below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNIGIPPLANOIOR AGENCY REVIEWAND APPROVAL IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAVM BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT 111111.1 470 I 29TH PLACE DRIVE THRU 460 LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLER/i 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Lic. No. 0402056625 (- 11/30/2020 4' SHEET TITLE. SIGHT DISTANCE PROFILES SHEET NUMBER: C-302 REVISION 3 - 11/30/2020 LOT 147 BERKMAR 1 D.B. 769 PG. 288 L4* A"""G. DOFFLEMYER, 'yNANCY_C..,O FFLEM ZON iF..: PRESENT USE. L , , , , , 1 SEMINOLE TRAIL-U. S. RTE. 29 VAR/ABLE WIDTH RIGHT—OF—WAY ASPHALT PAVED PUBLIC ROADWAY GENERAL PARTNERS ENTRANCE 51ON 4F 672, ,�-S/1 o8'1s w 15.58' R=460.15 =>7 5610" L=95.88 CHB—S4410530 E CH0=95.71 / / / / Wm W J O m Z a w w w N z z= w Z W H Z W U wc9g A0 V. Z w w T j W Z Y (.2 zo �w¢x�wz J> Z W w0 O N 7 2 az Homw zF- oW aOOZUM ZgoWZo=XZWCL< > g U w 00 REVISIONS REV I DATE COMMENT 6/18/2020 ADDRESS COUNTY COMMENTS 2 9/11/2020 ADDRESS COUNTY COMMENTS ADBR" 3 10/20/2020 ADDRESS VDOT COMMENTS 4 11/30/2020 FOR VDOT JPN Q5 Know what's below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNIGIPALANDIOR AGENCY REVIEW AND APPROVAL ITISNOTINIENDEDASACONSTRUCTIONDOCUMENTUNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT 7•1e1 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLER/i 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Lic. No. 0402056625 11/30/2020 SHEET TITLE. GRADING PLAN SHEET NUMBER: C-401 20 10 5 0 20 1 "= 20' REVISION 3 - 11/30/2020 5 APPROX LOC. U.C. LINE PER REF , FIELD VERIFIED, SEE WRONG WAY SICN-I z APPROX LOC U.C. TELE L/NE PER UT/LAY MAW001 (SEE NOTE J) \ /%0 APPROX. LOC U.C. 4" GAS ( SPER UT/LIIY ^5� Tb� MAGRATE INLET a RKOUTUT (EE NOTE JJ R/M=466.17 \ /NV 46217 Lwu 49 N E \ N / \\ z wF_zw> am TRANSFORMER ON CONC. PAP E / OB 3 8 PG 172 PCO EASEMENT cw9 z w L LU c� w N E / / / / LOT 1A zrco�o�N =§ IPA / / / 6 BERKMAR `�E�E / / �y / / / / / D.B. 769 PG. 288 ` \ o o a a z o / J>ZU W f%jZ �w / LANDSNF cozWa�-o pro \ / �/ �I / / BARRY G. DOFFLEMYER, NANCY L. D�FLEMYE/T GENERAL PARTNERS N In it N �o® ,.. b / / D.B. 3360 PG. 735 a o ��„ w z w w >552 PG. 528 1ti ✓ 20' UT/L/7Y EASEMENT / TM 61 U-01-14 � a z a W s 61M-12-1C2 �b' - \\ I PER REF S / / / ZONING. HIGHWAY COMMERC/AL \ \ LU g „, )EVELOPMENT SHOPPING CENTER F \ OB 540 PG 4s2 / °'/ PRESENT USE. DOG GROOMING AND BOARDING `-'10 ISE. SHOPPING CENTER 528 S.F. OR 5.981 AC. GRATE /NCET EM W k / /I/ /� w o RIM 467.2E / / E4 \ / 0 / J6 999 P O476 EASEMENT �� o /NI/ 466.J3 `\ WATERC/NE EASEMENT ��' / -� J6' BB9 PG. RAE 5" To. OB. 1938 PG 112 / / '� / O.B. 545 PG 691 O.B. 599 PG 512 / G� \ \\ / �\ % _ O.B. BB4 PG 50 ` \ 50 a O� M MH 11y1 O D�F REVISIONS I - GM y SAN MHR/M=454. 12 E � OQ �s M RIM=467,45 a / INV A=44387 .�Q REV DATE COMMENT /NV 8=44572 (' 0B/VABB4 PC. 50EASEMENT � 1 OHMIKEDBY \ /NV A-464. 15 �\ /NV B=461.6E /NV C=45931 Nam, EM A / -- / Q� \i ADDRESS SOU JPN EB A B m ` B /_ \ �� It�� �1��/ J0 6/18/2020 COMMENTS RTY EB C / 1 ` ♦ C)�` Q 2 9/17/2020 ADDRESS COUNTY JPN GRgIE INLET B J R=35. C / \ COMMENTS RTY 24)=46Z5> EB �' \\ SAN A / / O U➢0 EASEMENT S / �- _ O.B. 400 PG 122 / J ADDRESS VDOT JPN �' /NV A=465.81 PEA \\=433936' URB INLET - Q' 3 10/20/2020 /NV,9=466.6> L=26.67 Q COMMENTS RTY �o A / RIM=463.72 GRATE INLET h PHONE BOX \ .� ChB-S14'235'7V / / / /NV A=44697 ��{�/j � � R/M=457.42 `� Q /\ FOR OVA JPN O �L ,/[`�/� J` 4 11/30/2020 / CH0=26.03 • / /NV B=445.69 • ` /NV A=447.42 1 SAN My Q APPROVAL DER FF GRATE INLET A \ \(\ �` INV 8=452.59 _ /� %P co R/M=466.84 �, INM-45Z9�` �`(I] ��. / /NV A=45, /NV A=466.17�\ n° 0 48' STORM /NV E Q' STORM MH �F$ /NV 8=46509 / A �\ / / B LO ROP. DRAINAGE EASEMENT - / /NV R/M=467.46 LIMITS OF /NV A=46154 1'' G SAWCCUT 06 2110 PG J11 /NV B=462.54 / E 72' STORM ORA/NAGE L D��,,LL - _ LO - - STUB NCE 9"S4N >° A B UPROX COL. 10' / EASEMENT / / ,7-LOp __---- _ 0 UOC/IY EASEMENT O.B. 2110 PG 3 OD • .A 415 z 0 06 19_BPG. 112 / �\�, / // �- i ` - -� �_?S�4E l COLUMN (nF) vG � /�' T • o \\ / � - - - - - - - - - - -_ � _ _ 1S e`saN 42" RCP - - � �o mom, � \ / / / •i. � ` 48"RCP . ^y'°-- - � _1 B _ _ - 42" RCP - - - - - - - 30' ACCESS EASEMENT �' ^' ^' J " _ _ - A - - / I _ \\ \O O.B. 547 PG 97 / � �' / �O / / / � � ��`----� �' � ��� � � � � • - - • � `Z CURB INLET / LOD �• � G REB4R FOUND �O / _� ' � , `� RIM=45Z62 / / • ' \ \ . I SAPROP7 \ \ � C&P9 59Z57 INV 44B 04 / t ROP. 19.1 LF4"rRIM Q5 PVC@105% �.--•--•--.--.--•--.-- \I /N11=45549 Know what's below. INV.=461.90 ROP. / 0 SAWCUT ri811 before you dig. 461.70 ( I � ��/'' --- as /o - - • \ \ OP w/TRANS M[-76 ALWAYS CALL 811 INV= BLOCK WALL (TO REMA/NJ \ /„ �N APPROX LOC. U.G WATERC/NE Its fast. Its free. It's the law. \ \ O O> / �RGALLON-462.30 �- �" S�- 6% �� -ENTRANCE SIGN PER REF I3 (NOT FIELD R 20' GREASE TRAP r OOl QOl E VERIFIED, SEE NOTE SA RY EMENII /� 17L7' EB EMEM EM NOT APPROVED ��I7 AA J �O //C / /� �� 00�1 / �� EXTENSION ELECTRIC LINE PROP. 4"PVC 1570PnS/GN oo -W W IV /'1 R V R L / / / T I SAN. LATERAL CONSTRUCTION INV=462.50 OS' G/i5 \ W THIS DRAWING IS INTENDED FOR MUNIGIPPLANOIOR AGENCY REVIEW AND 1 / �Q SEE NOTE#1 � APPROVAL IT IS NOT INI INI AS A CONSTRUCTION DOCUMENT UNLESS ti� EX/STING WATERC/NE R=460.15 INOICATE°oTNeRWISE. PROP. 81.2 LF 4" I CONNECT/ON TO BUILDING I =11 5610' �; f PVC@1.05°k L=95.88 CHB44'05PROJECT BY o.: V19 EEN C PROPOSED I f -S30E ,g� H0=95.71 �w CHECKED BY: RTY RESTAURANT DATE: 03/18/2020 2,225 SF I CAD I.D.: 1 1-STORY BRICK BLOCK BUILDING PROJECT: 14,� SF \S OF IsruReE MAJOR SITE 'W/CD B/RD5 VUS/C & ARTS" RAO/0 SHACK` STARBUCKS" o PLAN AMENDMENT C 7 7 " / / UNLIMITED" (NO AODRESS POSTED) /1519 11520 6 °� /1510 � I � TO PK Nq/C FOUND IN S40323W W FOR / O SAW J. OP. / / \ / / 460.85 0 00' ZEC EASEMENT / / / \ / CIO FF= 46608 1B0.1' COLUMN(IYPJ J .ov. 29TH PLACE DRIVE !0 591 PG. 97 08" / 349' P z z zTHRU r ROP. 36.3 LF 4" E4 o N' PROP. 24.9 LF 4" PVC @ 1.10% _ o `� \\ 460.20 / PVC @ 1.00% / ` - __ �- �- tL LINE PERLREF 1G (NOT F/EW OQT am t VER/F/E0, SEE NOTE J) LOCATION / \\ NCO 0 0 0 - /�/ �/ N M / %NV 44%BS J J 1500 SEMINOLE TRAIL T o /NV- �44 / / /NV 451.09 INV= 5497702 E / 12' - / / /NV 457.95 460.45 �I _ 0 62..92' CHAALBOEMARLE COUNTY 901 SEMINOLE TRAIL-U. S. RTE. 29 VAR/ABLE WIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY VEPCO EASEMENT 999 PC 1BJ 53420 407E 24.94' 571.08'16 W 15.58' w/n'rfa4e. 1. CONTRACTOR TO TEST PIT EXISTING SANITARY CLEANOUTS AT BUILDING FOR POTENTIAL TIE-IN POINT. CONTRACTOR TO CONTACT ENGINEER PRIOR TO MAKING CONNECTION. 2. A NEEDED FIRE FLOW VALUE OF 1925 GPM WAS DETERMINED PER THE ISO GUIDE FOR DETERMINING NEEDED FIRE FLOW. 3. AVAILABLE FIRE FLOW WAS DETERMINED TO BE 1223 GPM PER A HYDRANT FLOW TEST CONDUCTED ON 5/27/2020 BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED RESTAURANT. LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. BOHLER/i 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com SHEET TITLE. Lic. No. 0402056625 (- 11/30/2020 J UTILITY PLAN SHEET NUMBER: C-501 20 10 5 0 20 1 "= 20' REVISION 3 - 11/30/2020 I` HIAll AS— R, F. A4 /NOT . EX. 12"GLEDITSIA kFPCO EASEMENT 172 G. DOFFLEmrfR / EASEMENT 10A GENERAL PARTNERS \ ' � a � u I � i II I L 25 i E11 FRNCE EASEMENT I '� 00, 50 I I A 1 10" UT/CITY EASEMENT �D6 400 PG 722 LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. ORNAMENTAL TREES AS 3 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE'APPLE SERVICEBERRY 1-11/2"CAL./8-10' B+B CC 10 CERCIS CANADENSISTOREST PANSY FOREST PANSY REDBUD 1-112"CAL./8-10' B+B CF 2 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 1-112"CAL./8-10' B+B CV 1 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 6-B'HT. B+B SJ 3 STYRAXJAPONICA JAPANESE SNOWBELL 1-112"CAL./8-10' B+B SUBTOTAL: 19 EVERGREEN TREES IXN 3 ILEX X'NELLIE R. STEVEN' NELLIE R. STEVENS'HOLLY 6-B'HT. B+B SUBTOTAL: 3 DECIDUOUS SHRUBS RK 51 ROSA XNOCKOUT KNOCKOUT ROSE 18-24" HT. & SPREAD #3 CAN SUBTOTAL: 51 EVERGREEN SHRUBS ICHG 17 ILEX CRENATANOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18" HT. &SPREAD #3 CAN IGS 10 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24J0"HT.&SPREAD #5 CAN JPG 6 JUNIPERUS PFITZERIANA'OLD GLOW' OLD GLOW CHINESE JUNIPER 15-18"SPRD. #3 CAN SUBTOTAL: 33 ORNAMENTAL GRASSES & PERENNIALS CKF P1 CALAMAGROSTIS ARUNDINACEA'KARL FOERSTER' FEATHER REED GRASS 2GAL. CONTAINER SMN 53 SALVIA'MAY NIGHT MAYNIGHTSALVIA 10T SUBTOTAL: 74 APPROX LOC UG WATER! ENTRANCE SLCN �yPER R/E�F f,9 (NOT F/ELO -----EX. 6" ILEX'NELLIE STEVEENS' EE N07E JJ K. ILEX SP. HEDGE D REMAIN EX. PRUNUS LAURACERASUS HEDGE TO REMAIN -EX. PERENNIAL & SHRUB BORDER �L-APPROX LOC. UG 2" GAS L/NE PER PFF 1P 14lrT F/ELO PERENNIAL & SHRUB BORDER IEMAIN (ROSA, ILEX, CINERARIA, EROCALLIS, AND SALVIA JO' WFICO EASEMENT 99 999 PC /BJ NU I t: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. m W J m cD Z w Ul LEA N z �W LU zLLUPZ wU W K.7 g UUQf O Z W W w j W Z YK:J~ LU Of GO H- W Q = W Z J> Z U L U c n O 5m< GoQza zcngLEI z�H- 0z Of 0<Q- af o U Zgoo�wGO aza'D_a g P- U LU H GO REVISIONS REV DATE COMMENT 6/1812020 DRESS COUNTY COMMENTS 2 9/11/2020 DRESS COUNTY COMMENTS dDBRY 3 10/20/2020 DRESSVDOT COMMENTS 4 11/30/2020 FOR VDOT APPROVAL C811 before you dig. ALWAYS CALL811 Its fast. It's free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS MTENDED FOR MUNICIPAL ANDIOR AGENCY RENEW AND WP IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT INDICATED OTHERWISE. PROJECT No.: V1941300 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT 7i1:1 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVI LLE, VA 22901 ALBEMARLE COUNTY BOHLER4 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com SHEET TITLE: Lic. Na. 0402056625 11 /30/2020 EX. 12"GLEDITSIA TRITO REMAIN U �/ �X. SHRUB BORDER �t[trnurvc 7tLOB�419 RO. 404 TO REMAIN 99 419PG 495 09 400 00. 22ENT LANDSCAPE I� SEM//VOLE TRAIL_-U. S. RTE. 29 TO REMAIN (NANDINA, JUNIPERUS, ILEX SP 1 UAA% PHAZT 10A�E UB�C ROADWAY PLAN SHEET NUMBER: C-601 20 10 5 0 20 r'=20' REVISION 3 - 11/30/2020 5 LANDSCAPE SPECIFICATIONS NOTE:TREE REMOVED oo ONLY TREES WITH ONE MAIN LEADER 2GRO GROWING AFTER 2 GROWING SEASONS SON o ` p 1. SCOPE OF WORK: 9. PLANTING SHALL BE PURCHASED. DO NOT PRUNE THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT TREE AT PLANTING UNLESS DIRECTED F a PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS TO BY PROJECT LANDSCAPE ARCHITECT DO NOT WRAP TRUNK ° THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH DO NOT STAKE OR o o TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. WRAP TRUNK FOLD BURLAP AWAY FROM TOP OF REINFORCED RUBBER HOSE (1/2" ONLY TREES WITH ONE MAIN LEADER SHALL BE Z 8 2. MATERIALS ROOT BALL DIA.) PURCHASED. DO NOT PRUNE TREE AT PLANTING F o A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN 12 GAUGE GALVANIZED WIRE GUYS TWISTED d UNLESS DIRECTED TO BY PROJECT LANDSCAPE LU LU d DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR d °o ARCHITECT Z LU w o 5 PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN 2' DIA. HARDWOOD STAKES 2/3 TREE HT. a SET ROOT BALL FLUSH TO GRADE OR C7 Z j Z cn U Z Lu H w j w m $ y 0 B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5 k, A PH RANGE OR TWICE THE WIDTH POORLY DRAINING SOILS. 2 PER TREE L INCHES HIGHER IN POORLYW V. w 0 g U — U Of Z LIJ cn w m y BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH IV), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING OF THE ROOT BALL; EXISTING GRADE DRAINING SOILS. (7 Z Y (D ~ N g s MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. WHICHEVER IS 4" BUILT-UP EARTH SAUCER — F w ¢ = w O w GREATER 3" THICK LAYER OF DARK PREPARED SOIL FOR TREE _—III= 1 PART PEAT MOSS 3' THICK LAYER OF DARK BROWN � > Z U cn N j ¢ W C.9 ¢ gN = N C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS BROWN DOUBLE SHREDDED —III=III= 1 PART COW MANURE DOUBLE SHREDDED HARDWOOD 2 U w z § AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH = 3 PARTS TOPSOIL - MULCH O p CL — IY U Z U ~ � - y g TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" d g O 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. PART COW MANURE 3 OF WELL LEAVES UNDISTURBED SUBGRADE — _ 4" BUILT-UP EARTH SAUCER Z N O p w w 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL -COMPOSTED PARTS TOPSOIL __ BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED ¢ Of Z [n d Q d <oK 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. OR RECYCLED YARD WASTE TO - - r:- .. a� ''"� LEAVES OR RECYCLED YARD WASTE TO BED AND TILL > g It _ _ AND TILL TOP 6" OF - = LU o D. MULCH -THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE —III PREPARED SOBED IL. II II II !� INTO TOP 6" OF PREPARED SOIL. =III=I -_ w ~- ow BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. -III ___ //I��I — — — — = = __ — ' =� N S DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS UNDISTURBED -- — _ _ — — — _ - 4$" DEEPER THAN ROOT BALL ill _— — III-� REMOVE THE TOP 113 OF THE WIRE BASKET IFFOLLOWS. O g THE OF EES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE -—III=III= SUBGRADE = �'— �= - REMOVE THE TOP 1/3 OF THE WIRE BASKET IF III—III—i _� PRESENT. ANY AND ALL TWINE SHALL BE REMOVED 12" L E. FERTILIZER FOLLOWING PLANLTING SEASONSNTING III —III— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED y FROM THE TREE BEFOREACKF LL BACKFILLING. BURLAPS ALL sz S 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 DIG WIDE, SHALLOW HOLE FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE o F BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 WITH TAMPED SIDES BE FOLDED BACK INTO PLANTING HOLE OF ROOT BALL s < WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. TAMP SOIL SOLIDLY AROUND SET ROOT BALL ON FIRM PAD S 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT BASE OF ROOT BALL IN BOTTOM OF HOLE - 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING SET ROOT BALL ON FIRM A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. PAD IN BOTTOM OF HOLE F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. TREE PLANTING O N SLOPE DETAIL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS EVERGREEN TREE PLANTING DETAIL REVISIONS NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING NOT TO SCALE ASSOCIATION. SEASON: NOT TO SCALE REV DATE COMMENT UMIN oIMM13I 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA cxECNEoa 6/18/2020 ADDRESS COUNTY JPN PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES RTY 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES COMMENTS ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 44 ONLY TREES WITH ONE MAIN LEADER SEEDING SPECIFICATIONS 2 9/11/2020 DRESS COUNTY JPN RTY 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1 %11, KOELREUTERIA QUERCU$ VARIETIES d d d SHALL BE PURCHASED. DO NOT PRUNE FDOOT COMMENTS WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA o o TREE AT PLANTING UNLESS DIRECTED d 3 10/20/2020 ADDRESS VDOT JPN RTY WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES d TO BY PROJECT LANDSCAPE ARCHITECT COMMENTS 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF STAKE 1. MATERIAL: FOR VDOT JPN GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. 4 11/30/2020APPROVAL DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH P TRUNK 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT DBR 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: ° FOLD BURLAP AWAY FROM THE SPECIFIED COMPOSITION: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4') CALIPER SIZE. .1 PART PEAT MOSS PREPARE WIDTH OF d o TOP OF ROOT BALL 1.1.1. 80%- TURF TYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE .1 PART COMPOSTED COW MANURE BY VOLUME PLANTING HOLE 6 FT OR 1.1.2. 10% - KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. . 3 PARTS TOPSOIL BY VOLUME TWICE THE WIDTH OF d SET ROOT BALL FLUSH TO GRADE 1.1.3. 10% -ANNUAL RYE GRASS SEED 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE .21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: THE ROOT BALL; o� o 0o OR SEVERAL INCHES HIGHER IN 1.2. INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT WHICHEVER IS GREATER o POORLY DRAINING SOILS. 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT r 4" BUILT-UP EARTH SAUCER 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT C) 4 TABLETS PER 15 GALLON PLANT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER W CALIPER OF TRUNK PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1 PART COW MANURE RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND • SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 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. UNDISTURBE _ _ RECYCLED YARD WASTE TO BED y SUBGRADE _ _ -:'- _`�>`•:` — AND TILL INTO TOP 6" OF INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A 4. SITE PREPARATIONS I— = III = � = � = � - PREPARED SOIL. RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED = —_ COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE Know what's b0I0W. OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. _ _ — _ 4$" DEEPER THAN ROOT BALL - —_=_= = — ____—_ — THROUGH THE STRAW LAYER. CeII h¢10re you dig. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A Y." LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL DIG WIDE, SHALLOW HOLE =III=III—III- —III= —III—III= - REMOVE THE TOP 1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES �—III—III I— 2. EXECUTION AND PREPARATION: ALWAYS CALL 811 ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH APRE-EMERGENT PRESENT. ANY AND ALL TWINE SHALL BE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS It's fast. It's free. Its the law. SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A TAMP SOIL SOLIDLY INTO PLANTING HOLE AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2) FROM AROUND BASE OF AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. ROOT BALL SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. TO PREVENT SHOCK OR DECLINE. PAD IN BOTTOM OF HOLE AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE NOT APPROVED FOR O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TO SOIL ANALYSIS. CONSTRUCTION TO INSTALLATION ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS DECIDUOUS TREE PLANTING DETAIL 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE NING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE PRIOR TO THE BEGINNING WATERING SPECIFICATIONS AS LISTED HEREIN. NOT TO SCALE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE THIS DRAWING IS INTENDED FOR NUNICIPUAADIORAGENCY RNIMAND APPROVu IT IS NOTIRMNDED Asa CONSTRUCTION DOCUNENTUNMS S. TREE PROTECTION HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL INDICATEOOTHERvnsE. A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW PROJECT No.: V194600 PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE DRAWN BY: EEN STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC CHECKED BY: RTY ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. DATE: 03/18/2020 B. A FORTY-EIGHT INCH (48') HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED CAD I. D.: 1 APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. PLANT SHALL BE OF ALL DEBRIS LARGER THAN 2" DIAMETER. PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8) ON CENTER OR AS INDICATED FOR CONTAINER -GROWN 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME SHRUBS, USE FINGER OR ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS PROJECT. GRADE AS IT BORE IN THE SMALL HAND TOOLS TO PULL ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER BALLING AND BURLAPPING. COMPACTION. MAJOR SITE AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING LAYER OF POTTING SOIL; THEN ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES PLANTING MIX: CUT OR PULL APART ANY 3. INSTALLATION: PLAN AMENDMENT MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE 1 PART PEAT MOSS ROOTS THAT CIRCLE THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 1 PART COW MANURE PERIMETER OF THE CONTAINER 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 3 PARTS TOPSOIL PLANTING AND RECOMMENDATIONS. STANDING IN THE TREE PROTECTION ZONE. 11. WATERING MIXTURE WILL CHANGE WITH 3" THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO FOR A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. SOIL CONDITIONS BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SHREDDED HARDWOOD HYDROSEEDING MAY ALSO BE PERFORMED WITH THE A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL 8-12" MULCH ENGINEER/ARCHITECT'S APPROVAL. 29TH PLACE DRIVE SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. FINISHED GRADE 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING _ BEFORE PLANTING, ADD 3 TO 4" —_ .:.r.::.; III=I DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. TH RU B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE OF WELL -COMPOSTED LEAVES = =III PLACE SHRUB ON 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. —III— ' ( —III—III orrruriEe fuel= FIRM SOIL IN AND RECYCLED YARD WASTE i ......,. TO BED AND TILL INTO TOP 6" —III _ III —III- —III BOTTOM OF HOLE. AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE OF PREPARED SOIL - —III—III—_ — —_ _ — = APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT _— — THE TOP 1/3 THEI= =III=III=III= III III=III=I — =III=III = RATE OF SOLBS PER ACRE.REMOVE LOCATION COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF WIRE BASKET F PRESENT. ANY -III III—III=III—III_ —III • II _, — —III—I 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 24"MINIMUM UNDISTURBED AND ALL TWINE SHALL BE SUBGRADE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO 1500 SEMINOLE TRAIL 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC REMOVED FROM THE SHRUB SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED AT A RATE OF 260LBS PER ACRE (5.8LBS/1000 SQUARE FEET). CHARLOTTESVILLE, VA 22901 PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF ALBEMARLE COUNTY OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A PLANTING HOLE SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN PRODUCT MANUFACTURER RECOMMENDATIONS.) USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT 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 B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. DECIDUOUS AND EVERGREEN 4. MAINTENANCE CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. SHRUB PLANTING DETAIL 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS B 0 H L E R �� 7. FINISHED GRADING IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE 28 BLACKWELL PARK LANE, SUITE 201 INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. WARRENTON, VIRGINIA 20186 CONDITION AND FREE OF INSECTS AND DISEASE. PLANT MATERIAL SPACED AS SPECIFIED. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. Phone: (540) 349-4500 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN INCORPORATE 2' OF PEAT INTO V OF SEE LANDSCAPE SCHEDULE FOR PROPOSED Fax: (540) 349-0321 ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER PLANTING MIXTURE, AS SPECIFIED SPACING. VA@BOhieCEng.COm THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 3" THICK LAYER OF 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 13. CLEANUP DARK BROWN DOUBLE SHREDDED DOUBLE OWNER MAINTENANCE RESPONSIBILITIES ALTH BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE MULCH CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. FINISHED GRADE 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 O AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. _ ft} f V y B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER h �: ":..; FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND N YA R 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE--� MINIMUM 6" TOPSOIL -_ 1 • :;; ISTING SUBSOIL . �` AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: Lie. NO. 0402056625� LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED III'. III —III- III SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. _ III— 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 O �� `1 11/30/2020 B. ON -SITE TOPSOIL MAYBE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY —III—III-= —III—III PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING OF TRAVEL. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE . TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE SHEET TITLE: TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS OTHERWISE INDICATED ON THE PLANS. SECTION ABOVE. LANDSCAPE . VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED 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 D= PROPOSED ON CENTER (O.C.) SPACING 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. NOTES AND PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO SEE LANDSCAPE SCHEDULE DIRECTIONS (QUANTITIES BASED ON A SQUARE FOOT AREA): FOR FOR REQUIRED SPACING . FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY DETAILS 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL APPROVED D D FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP OTHER HAZARDS. E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. D THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS SHEET NUMBER'. REQUIRED TO PROVIDE. L C 6 O 2 TYPICAL PERENNIAL AND GROUND COVER SPACING &LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL o REVISION 3 - 11/30/2020 NOT TO SCALE EDGE OF PAVEMENT OF FACE OF CURB .5" ASPHALT SURFACE COURSE (SM-9.5A) 2' MIN. CLEAR ZONE (TYP., LT. & RT.) 0 20 5 12 Do 0: D U 0 w Q LL O Z w W a a 0 O w O w SEE PLAN NOTE: 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE STOP BAR N.T.S. RED'REFLECTIVE' COLOR WHITE'REFLECTIVE' COLOR 3'7(3" SQUARE ALUMINUM TUBING, MEXICALI RED COLOR 8"0 CONCRETE BASE STOP SIGN & STANDARD MOUNTING POST N.T.S. CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF ASPHALT BINDER COURSE (BM-25) 4" DIAMETER STEEL PIPE FILLE W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE 4 a 6" COMPACTED STONE BASE (21-A) TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. CONCRETE=1-I III 1= III -I 1-� 1=1 I -III -I 1=1 III-III-1-1-1 1-1' I I III ' I I III I -1 i t I. - � 'RiI=III III=1 n � III III -I III- o COMPACTED SUBGRADE III- III- III in (PER GEOTECHNICAL REPORT) 1-III III1I1= II III= III -III III-IIII-I -III III -III I_I 11 =III III -III NOTE: 1=1 �' 1. SECTION SHOWN IS BASED ON THE EXISTING PAVEMENT SECTION FOR THE -III- -III III-' SHOPPING CENTER. CONTRACTOR SHALL CONFIRM IN THE FIELD AND NOTIFY NOTE. ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SECTION AND THE 1. SEE SITE PLAN FOR LOCATION(S). 1 I SECTION SHOWN ABOVE. MIN. BOLLARD DETAIL STANDARD DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE NOT TO SCALE cG-12 A 05 DOWELS 8" LONG �I PERMISSIBLE Itll�l 6" NOTES: 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. HEADER CURB DETAIL NOT TO SCALE WP-2 AT 12" C-C CONSTRUCTION 5. MIN 5'MN. JOINT 1 TALI.%. f yy 1 Q 12:1 MAX ::1'S z 7;21X12" L m\ 5 4' MIN 12:1 NA%_ ALUMINUM- _l_--REFLECTIVE m z oN 00 oW D: OO mw O F- F-W o O > m r O J Ap D .. ° ° D p D ' A A . °. D , V-6„ LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE BACK OF CURB WITH BUFFER STRIP BLED TRANSITION GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH S. RAN PAN MAXIMUM SLOPE 20:1 1a 2� �I 12'1 MAX. �+f :ACE ' WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT "( SECTION A -A �LANMN6 46n MAX. DETECTABLE WARNING SURFACE PERMISSIBLE CONSTRUCTION JOINT SLOPE LENGTH 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF S. 2. THE REOUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING 4. DIAGONAL PLACEMENT IS NOT PERMITTED TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4'• CURB 6" CURB 0 4 6 1 5 7 2 5 -a-- 3 6 9 4 8 12 5 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/19 A RgAS$ J CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP CROSS' II II CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFII CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 5 DOWEL. 8" LONG 0 12" C-C + V T V•I g L MAX MAXB m � � I NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 30LLARD MOUNTED ADA PARKING SIGN DETAI LOCKING FRAME AND COVER, AIR & GAS TIGHT 24"GRADE RINGS I.HLt ADJUST TO GRADE AS REQUIRED FINISHED GRADE I 2-VENT 2" VENT 4"INLET �.' 7777 4'x49L4' y f MJ OUTLET 8" MIN y NOTES: ��- NOTES: MANHOLE RINGS AND COVERS a CANNOT BE COVERED OR EXTEND 14' BELOW THE ID L!<VL� TRAPS SHALL NOT BE LOCATED IN AN OBSCURED BY LANDSCAPING, o o ENTRANCE, EXIT, DRIVE-THRU OR UNDER PAVEMENT, ETC, �a A MENU BOARD. IF TRAP IS LOCATED IN A DRIVE, PARKING AREA, IT MUST CONTAIN INLET AND OUTLET PIPES TRAFFIC RATED TRAFFIC RATED RINGS SHALL BE SCHEDULE 40 PVC AND COVERS AND MEET H-20 LOADING. AND CANNOT BE COVERED OR CAPPED. GREASE INTERCEPTOR SHALL BE A MIN. OF 1250 GALLONS. INLET PIPE SHALL BEA, MIN OF - 4" IN DIA. VERTICAL PIPE ON 213 LENGTH OF TRAP 1/3 LEN. OF TRAP 2' VENTS SHALL BE CONNECTED OUTLET MUST BE A MIN. OF 4" TO THE BUILDING VENT SYSTEM. IN DIA• DETAIL FOR REFERENCE ONLY. REFER TO AUTHORITY HAVING JURISDICTION FOR CORRECT TYPE OF INTERCEPTOR TO BE USED. GREASE INTERCEPTOR DETAIL N.T.s. D ONE DIRECTION WITH BUFFER STRIP TYPICAL DESIGN SPECIFICATION REFERENCE 105 502 504 CO-12 VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE(PER GEOTECHNICAL REPORT) L-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL EDGE EXPAVEMENT EDGE DETERMINED IN FIELD: TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS T_------ EXISTING SUBBASE_ PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIA ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I I/t INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3 A MINIMUM OF THRETH RECORESSHALL S BE BE SPACED NOTHE MCCENTER RE OFS THE FADT CENTAPARTRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I1/i INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. xv=r PAVEMENT WIDENINGI SPECIFICATION ROAD AO BRDGE STANDARDS SHEET 1 OF 1 REVISION DATE 73S 303.C£ VSIGNA OEPAt11ENT OF TRASPORTATION %1 SECTION CAST IRON 1/2 SECTION STEEL 2-1-7" NOTES LUGS TO BE 1'-3' „ L 21/2" x 2%' x /4" CAST WITH 1. DEPTH OF INLET IN) TO BE SHOWN ON W'-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE COLLAR _V STAIOARD DI-1A A _ _ q B B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS TRANSITION GUTTER PAN SLOHL I' - WILL BE MEASURED FROM THE INVERT OF A TO 20n THROUGH RAMP LENGTH \ THE OUTFALL POPE TO THE TOP OF THE ,., i� CAST GALV. ONE WELDED TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 204 4. _ - _ram \ e iv n IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE TO 20:1 THROUGH RAMP LENGTH \ \ - - I APPROXIMATE ONLY FOR ESTIMATING '" 66 ± WELD ALL PURPOSES *0 THE ACTUAL DIMENSIONS 4. `'• \ - OPTIONAL 43.6 LEIS CONNECTORS SHALL BE DETERMINED BY THE LANS THE 8'•0" Min. 4'-0" Min. \ BRACE RIBS 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. /2a MAX. 48:1 MAX. 4 - ---?- -ate, INCLUGSLUDING CONNECTOR ING 3 INVERTS SE TIOEBE SHMEDD ON THE PN ACCORDANCE UD BACK OF CURB \--- - , WITH 5TMAARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS TYPE A �/" 2'•7^ 9Y" INCIDENTAL TO THE SHAPING IS TO BE 20:1 WITH BUFFER STRIP 4•_ " " J STRUCTURE IN THE BID PRICE FOR THE It MN. PLAN /2' x 1/T x 4" I- 12" 9/2' _I /2' x 4" LUGS I STUD SHEAR 4. IN THE EVENT THE INVERT OF THE I-�I SECTION A -A CONNECTORS (GRATE REMOVED) F 'I BOTTOM PIPE IS HIGHER THAN THETTOMTOMTHEOF TSTRUCTURE, THE INVERT SEE DETAIL A+ OF BO WITH CEMENT STRUCTURE RTSHALL BE SHAPED CEMENT MORTAR TO PREVENT PERMISSIBLE STANDING OR PONDING OF WATER IN THE CONSTRUCTION .y SECTION B-B STRUCTURE. THE COST OF FURNISHING JOINT «� COLLAR DETAIL I ¢ AND PLACING ALL MATERIALSTOBE INCIDENTAL LLLLL LETTERING RAISED IN INLET SNRICE O TO BE INCLUDED 2/ •• IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE SECTION B-B EXAMPLE INSTALLATION METHODS - cASr IRON oEr STANDARD ST-1. SEE PLANS FOR LAYOUT DETAB. B 6. THIS ITEM MAY BE PRECAST OR CAST - NOTES: IN -PLACE. 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF S. DETAIL A 2•-6" - p7. M4 X 8" SMOOTH DOWELS AT 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING CLOTH 4'-2" HARDWIRE 1'-3^ SEE DETAIL B APPROXIMATELY 12" C-C TO BE (4' WIDE) REOURED AT TOP OF CURB RAMP_ MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW -1 - - III� 2'-7" I I PLACED IN ALL AREAS ADJACENT • Y I 4" DEPTH AGCR. TO ABUTTINGCONCRETE TO PREVENT CONSTRUCTION. I �tl68. k78 OR SETTLEMENT.. IN LOF DOWELS 3, GUTTER PAN SHALL A MAXIMUM SLOPE OF 20,1 AT THE RAMP OPENING. Y ww ww -p A k8 x 6" WIDTH �0000�0000 M � A 2"X4" NOTCH MAYAY BE PROVIDED. I 4. DIAGONAL PLACEMENT S NOT PERMITTED. �� S n a SEE STANDARDFARD T-DI-3, 4 OR 3 N a e ALTERNATE DESIGN. 3" DIAMETER 0 ^Nhr D. COLLAR WEEP HOLE L 0 �p SEE NOTE 8 n S. 3" DIAMETER WEEP HOLE WITH 12"X12" O U x zz zz PLASTIC HARDWARE CLOTH I/4" MESH -m 8 33 33 12" N OR GALVANIZED STEEL WIRE MINIMUM U 8 . . - - 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBk1R 4 MESH �� aInA. HARDWARE CLOTH ANCHORED FIRMLY CROSSWIK TO THE OUTSIDE OF THE STRUCTURE - CROSSWALK �I NN Nir1 O R n TYPICAL PLACEMENT ° p .� pp ° �' CAST SINAP(3000 CONCRETE P PRECAST BE TYPICAL PLACEMENT AT INTERSECTION n CONCRETE IS TO BE aDOD PSI. AT INTERSECTION WITHIN CROSSWALK /�" r ��I, m ANY ALTERNATE METHODS OF ANCHORAGE WITHIN CROSSWALK (WITH BUFFER STRIP) SECTION A -A �- � MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. INAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. APPROXIMATE WEIGHT DETECTABLE WARNING SURFACE `vD�T 2" CONCRETE PRE - 1.440 CU. YO. CONCRETE CAST IRON i. DUMP NO WASTE DRAINS TO WATERWAY 15: CONCRETE PPE - 1.528 CU. YD. CONCRETE 1/�' +' GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 ROAD AND BRIDGE STANDARDS 18" CONCRETE PRE - 1.620 CU. YD. CONCRETE TYPE A (PERPENDICULAR) APPLICATION 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE GRATES. LOCATION Of LETTERING MAY REVISION DATE SHEET 2 OF 5 SECTION C-C SECTION D-D VARY BY MANUFACTURER. VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.02 ADDITIADD ONAL FOOT°OF DEPTH. GRATE DETAIL `VDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.01 C7 Z LU w W00 ww> Z Of w LUCD2U-UOf [). Z DJ LU 1/J DJ zW<ofuoCDTn Fw¢x wZ J> Z U L L J N O N 7 m Q Z CAI Go Z Q OU Z CL Q ~ O ZgOfNNCLCL N 00Tna¢ > g U LU O � N 00 REVISIONS REV DATE COMMENT Dx 6/18/2020 DRESS COUNTY COMMENTS 2 9/11/2020 DRESS COUNTY COMMENTS 3 10/20/2020 DRESS VDOT COMMENTS 4 11/30/2020 FOR VDOT APPROVAL Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR M)NICIPA-MIXORAG ENCY REVIEW AND APPROVAL IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDIC MDOTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I. D.: 1 PROJECT. MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVI LLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com R1'AN YAUGER Lie. No. 0402056625 11/3012020 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-801 REVISION 3 - 11/30/2020 tiIW11111E:4d RE EXHIBIT 4"x4" WOOD POST 8'-0" O.C. KI 1"x6" WOOD SLATS 2'Sc4" STRINGER (VERTICAL) (2 TYP.) --------------- m FINISHED GRADE I_ III=II :ra_ =III= CONCRETE BASE _III o NOTES: 12„0 MIN. 1. ALL LUMBER TO BE PRESSURE TREATED. 2. USE 6"W POSTS AT ALL CORNERS (ANGLE POINTS). BOARD ON BOARD FENCE DETAIL NOT TO SCALE DURA-POST® HIGH-PERFORMANCE FLEXIBLE DELINEATOR, SURFACE MOUNT O SAFE -HIT® SHL36SMRE1 WS-03 rev 03/09/17 3 SHL36SMRElWS-03 36" WHITE POST WITH TWO 3" WIDE SILVER HIGH INTENSITY FLEXIBLE PRISMATIC REFLECTIVE BANDS. SURFACE MOUNT BASE. OPTIONS: • REFLECTIVE COLOR/TYPE • REFLECTIVE BANDS OR STRIPS 181`Score] 1116]C7 8 1.888.323.6374 TRINITY Safe-Hit.com I TrinityHighway.com , Pr Ahead of the Curve' DUMPSTER DETAIL NOT TO SCALE Z Of W zz z W C7gU�U� V. Z W W N j W �>ZU WInO <M oo2CL Of U Z Q ~ O Zg��NWW OfZGna¢ > gOf U W N REVISIONS REV DATE COMMENT CHE'M'DW 6/18/2020 DRESS COUNTY COMMENTS JPN RTY 2 9/11/2020 DRESS COUNTY COMMENTS JPN RTY 3 10/20/2020 DRESS VDOT COMMENTS JPN RTY 4 11/30/2020 FAPPPROOAL IPN DBR • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR WNICIPALANMORAGENCY REVIEW AND APPROVP IT IS NOT INTENDED ASA CONSTRUCTION DOCUWNTUNIESS INDICATEDOTHEFMSE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT. MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVI LLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH RTAN YAUGER Lie. No. 0402056625 11 /3012020 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-802 REVISION 3 - 11/30/2020 Page 6H-16 September 2019 Page 6H-40 September 2019 0 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.2) Lo I I' s Standard 1. For required sign assemblies for multi -lane roadways see Note 1, TTC4.1 Guidance 2. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'400' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analvsis permits a remaining lane width of l0 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is Il feet. Onion: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, ort oscillating light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating lights. 7. Taper length (L) and Channelizing device spacing shall be at the following: Tape Length L Speed Limit (mph) Lane Width Feet Remarks Speed Limit (mph) Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S2W/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=S2W/60 55 495 550 605 660 L= SW 35 185 205 225 245 L=S°W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S'W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, a 750' shifting taper f*rjmted speeds < 65 mph and a 1 DOW shifting taper for posted speeds > 65 m h.x Shoulder Taper = % L Minimum 8. Channelizing device spacing shall be at the following: ChannelizingDevice Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit m h 0 35 36 + 0 35 36 + 0 -35 36 + Transition 20' 40' Travelwa 40' BO' Const action Access 80' 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access er %4 mile. 9. On roadways with paved shoulders having a width of 8 feet or more, Channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way? 10. The buffer space length The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 11. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 12. W hen a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision I-4/I/2015 2: Revision 2 - 9/I/2019 September 2019 Z 31.ON - 33S Shoulder Operation with Minor Encroachment (Figure TTC-5.2) G20-2 (V) SHADOW VEHICLE REQUIRED - TMA OPTIONAL SEE NOTE 11 ILLUMINATED FLASHING AMBER (CAUTION MODE) TYPE B OR C SEE NOTE 10 SEE NOTE 7 or CHANNELIZING � DEVICES SPACING SEE NOTE 8 SEE NOTE 2 RIGHT SHOULDER W21-5aR + CLOSED +,005 -SEE NOTE 2 tlaoa R1GH7 SMOULDER CLOSCD W21-5bR AHEAD SEE NOTE 2 NOTE: ROAD WORK W20-1 AHEAD 1. CONTRACTOR TO UTILIZE TTC-5.2 WITHOUT LANE CLOSURE FOR CURB AND GUTTER INSTALLATION ALONG THE SR 29 CORRIDOR AND IMPROVEMENTS TO THE BERKMAR DRIVE ENTRANCE. I: Revision 1 - 4/1/2015 2. CONTRACTOR TO UTILIZE TTC-16.2 DURING THE ALLOWABLE WORK HOURS 1: Revision 2 - 9/t/2019 OF 10 PM TO 6 AM FOR THE PROPOSED MILL+OVERLAY IMPROVEMENTS ALONG THE SR 29 CORRIDOR. 3. CONTRACTOR TO PROVIDE A TRAFFIC MAINTENANCE PLAN (TMP) PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON TO OBTAIN A PERMIT TO WORK WITHIN THE VDOT RIGHT-OF-WAY. Page 6H-17 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadtral• (Figure TTC-16.2) NOTES Standard: 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 2. Sign spacing should be 130W-1500', for Limited Access highways. For all other roadways, the sign spacing should be 500'--800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. 3. K%en closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side signs cannot he installed.' 4. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. For Limited Access highways a minimum of 1000' is desired. 5. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement. Standard: 6. Taper length (L) and Channelizing device spacing shall be at the following: Taper Length L Speed Limit (mph) Lane Width FeetI Remarks Speed Limit m h Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 1 L=STW/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=S N/60 55 495 550 605 660 L= SW 35 185 205 225 IN L=S'W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=5 /60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000IMing taper regardless of the posted s d. SN"Ing Tapers see Table 61-1-2? Shoulder Taper = % L Minimum 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit m h Location Spacing Speed Limit mph Location Spacing 1 Speed Limit mph 0 -35 36 + 0 -35 1 36 + 1 0 -35 1 36 + Transition 20' 40' 1 Travelwa 40' 180. 'ConstructionAccess 1 80' 1 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access per '/4 mile. 8. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-18). 9. The buffer space length shall be shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 10. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. 11. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights but can be used to supplement the amber rotating, flashing, or' oscillating lights. 12. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as needed. Ontion:, 13. PTRS and their sunriorting siv_t1s may be used. see Sections 6F.99 and 6G.25. Long-term transverse rumble strips may be used in lone -term situations. see Section 61F.99 and TTC-20.2 14. The supplemental PTRS may be eliminated.' 1: Revision 1-4/1/2015 2: Revision 2 - 9/1/2019 September 2019 Page 6H-41 Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2) END RDA& WORK �^ 500'+ SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 10) -1 *=R Ii E!I&' IidNLii thank. PTRS SPACING (CENTER TO CENTER) 'OSTEDISTATUTORY SPEED LIMIT 140 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET .�MINATED FLASHING tttttttttttttt�O (AMBER CAUTION MODE SUPPLEMENTAL TYPE B OR C PTRS OPTIONAL SEE NOTE 14 0 I w SEE O NOTE 2 O O O ILLUMINATED FLASHING I --I ARROW BOARD L) TYPE C SEE _ O SEE NOTES 4 & 8 l NOTE 2 I ti >_� i� I W4-2R i .1SEE NOTE 2 KEEP LAME ENDS uv9-2L R4-V7L -j j MERGE LEFT LEFT P. RIGHT W9-o SEE LANE NOTE 2 CLOSED RIGHT HEAD LANE �._6 j CLOSED AHEAD ___ PTRS OPTIONAL SEE SEE NOTE 13 W20-V28L RECUIRED WITH PTRS NOTE2 RUMBLE -Yam j STRIPS W20-V28R REQUIRED SEE WITH PTRS NOTE 2 RUMBLE RUMBLE W20-V26 STRIPS Ii j-�- srRvs REQUIRED AHEAD AHEAD WITH PTRS SEE 2 NOTE ROAD 1 1 ROAD WORK .�� no � WORK W20-1 AHEAD AHEAD PCMS - SEE NOTE 3- 2: RcNkim12 9: 1:21119 J 0 m (D z it w w N ? w w wC7gU V-Uw CDZwwU)jw Z > CO t= o W U> � w ¢ x w Z _I>Z U wcn0 N� M a Co z U Z Q ~ O Zg�Cna. aazrna¢ > g U Lu REVISIONS REV DATE COMMENT DRAWN BY CHECNED BY 6/18/2020 DRESS COUNTY COMMENTS JPN RTY 2 9/11/2020 DRESS COUNTY COMMENTS JPN RTY 3 10/20/2020 DRESS VDOT COMMENTS JPN RTY 4 11/30/2020 F APPPROO L JPN DBR I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. Its the law. I NOT APPROVED FOR I CONSTRUCTION THIS DRAWING IS INTENDED FOR IAINICIPPL PNMORAGENCYREVIEW PNO APPROVAL IT IS NOT INTENDED ASA CONSTRUCTION DOCUNDITUNLES$ INDIO MDOTHERWISE. PROJECT NO.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/20 O0 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVI LLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 Lic. No. 0402056625 11 /3012020 SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER: C-803 REVISION 3 - 11/30/2020