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HomeMy WebLinkAboutSDP202000027 Plan - Revision 2020-10-20SD 2020-27 MAJORSITE LANAM NDM NT SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 GENERAL NOTES 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 i�� P I D: 061 U 0-01-00-01500 0 ' °� On to Op'i Er n 631 YE g c . $il➢p J �\0 / The ���° w `i d; 'P s.°A �i 6 O� ShoGarde a Union 1ip o $elninol� FS�, 2 p GE o Bid p� 'F Ttull L, ter' h 4i7 SPq.... 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CONTACT INFORMATION • REFERENCES BOUNDARY & TOPOGRAPHIC/ALTA 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) 9724126 • UTILITIES ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE .ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION REVISIONS REV DATE COMMENT DRAWN BY CHECKED 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 15 Know what5 below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. I NOT APPROVED FOR I CONSTRUCTION ' THISURNMNG IS@fIENDED FOR MUNICPA-ANWRAC£NCY REVIEWAND ' APPROVAL IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS Vf01CATED OI ERWSE. 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 SHEET TITLE: Tit Lic. No. 0402056625 10/20/2020 COVER SHEET SHEET NUMBER. C-100 RYAUGER@BOHLERENG.COM REVISION 3 - 10/20/2020 z 9 z w GENERAL NOTES (Rev. 1 /2020) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN "BOHLERJ PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND ND T HE I N T E ER/DEVEL PER IN L IN ALL EXHIB E T D CO I IONS OF T CONSTRUCT ON CO TRAC WITH TH OWN O CUD G ITS ATTACHM N S AN 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 A D FIRE P RE I N PLAN ERE APPLI ABL . T E ONT T R M T O C C C C U G N SUP SS O S WH C H C RAC O US E) 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 ENTRYIEXIT 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 80HLER 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 CONSTRUCTIONIPROJECT 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 OWNEWDEVELOPER, 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 A RDAN E WITH MAN FA TURER'S TANDARD AND RECOMMENDED IN TALLATI N RI ERIA D S PE IFI ATI N . IF THE CCO C U C S S S O C T AN S C C O S CONTRACTOR AND/OR OWNER FAIL TO DO SO THEY AGREE TO JOINTLY INDEPENDENTLY SEPARATELY COLLECTIVELY AND EVERALL INDEMNI Y D FEND PR TE T AND H D EN INEER F RE RD AND! R 8 HLER PA TIE H RMLE F ALL IN RIE S Y F E O C OL G O CO O O R S A SS OR JU S 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) RE R E I D RBED I V T E LE HE D T RE RE DIFFERE AC O MOR S ISTU BY CONSTRUCT ON ACTT I 1 SUN SST LOCAL JURIS IC ION QUI S A NT 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 REPORTS 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 OWNERIDEVELOPER, 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. T 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-112020) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. 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 A SEDIMENT CONTROL PLAN NOTES (Rev.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. 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. E N R M T PR VIDE ALL "M H D AND MEAN " NE E AR PREVENT M VEME T E EMENT 5 TH CO TRACTO US O ET O S S C SS YTO O N S TTL 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 PROVIDERS) 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 PROVIDERS) 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 OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. 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. R I L E T RM E VIRGINIA DELINE F R RBAN ER I AND EDI E 2 E OS ON CONTRO MEASUR S MUS CONFO TO TH GUI S O U OS ON S M NT 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 FENCES) 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 TURFMNDSCAPING 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. W 2 O m C7 Z iE W W U z W - r� w C7 Z � Z U U z r w- w > C7 W C7gU-U� V Z w w U W W Z > U' H WO d' U H W¢ 2 W Z J > Z U W U O U � ¢ m r g _ z O p g Wa Z r p Q Z CD U y g d J U d z � U O o w z ¢ U �z a J a � J r U H U REVISIONS 2 5 m 11 8 F s REV DATE COMMENT cNEcxm er 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 Know wha15 below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. Its the law. INOT APPROVED FOR CONSTRUCTION ¶1IS DRAWING IS @fIEtAEb FOR WNICPPL AMORAC£NCY REVIEWANO APPROVAL RIS NOT INN?t0E0 ASACONSTRUCTgN DOCUnEMUNLESS WOICAim DTnERwsE. 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 B HLERY 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH Lic. No. 0402056625 10/2012020 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-101 REVISION 3 - 10/20/2020 STANDARD DRAWING LEGEND PROPOSED EASEMENT LEGEND SI SIGHT DISTANCE I - STORM DRAIN - SANITARY SEWER WATER PUBLIC ACCESS - COMMON SHARED IE INGRESS -EGRESS - PUBLIC UTILITY - VARIABLE WIDTH S FOR ENTIRE PLAN SET STANDARD ABBREVIATIONS LIMIT OF WORK _LOW LOIN 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 LINE / R.O.W. LINE BC BOTTOM OF CURB NEIGHBORING - - PROPERTY LINE / _ _ BF BASEMENT FLOOR INTERIOR PARCEL LINE BK BLOCK EASEMENT BL BASELINE LINE BLDG BUILDING _--------- SETBACK LINE BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE OF CUBIC FEET CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE SPILL 1 TRANSITION CONN CONNECTION CONCRETE CURB 8 GUTTER CONC CONCRETE DEPRESSED. CURB AND GUTTER CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE WITH LIGHT DEC DECORATIVE DEP DEPRESSED Bic POLE �o LIGHT DIP DUCTILE IRON PIPE TRAFFIC r_iE DOM DOMESTIC LIGHT ! ELEC ELECTRIC 0 UTILITY 0 ELEV ELEVATION POLE 4 TYPICAL EP EDGE OF PAVEMENT (U� LIGHT ES EDGE OF SHOULDER ACORN EW END WALL LIGHT EX EXISTING ___W_ TYPICAL FES FLARED END SECTION SIGN FF FINISHED FLOOR X PARKING X FH FIRE HYDRANT COUNTS FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) - -170- - CONTOUR 90 ------------- 169------------ LINE 87 GH GRADE HIGHER SIDE OF WALL TC 5/6.4 SPOT TC 516.00 TFC-516-001 MATCH FX GL GRADE LOWER SIDE OF WALL OR 516..4 ELEVATIONS 8C 515.55 518.02± GIRT GRATE GV GATE VALVE HOPE HIGH DENSITY SAN SANITARY SAN POLYETHYLENE PIPE LABEL # HP HIGH POINT X STORM X HOR HORIZONTAL LABEL # HW HEADWALL SC SANITARY SEWER cI INT INTERSECTION LATERAL INV INVERT ly UNDERGROUND W WATER LINE LF LINEAR FOOT E UNDERGROUND E LOC LIMITS OF CLEARING ELECTRIC LINE LOD LIMITS OF DISTURBANCE UNDERGROUND G LOS LINE OF SIGHT GAS LINE LP LOW POINT Cfi OVERHEAD OH L/S LANDSCAPE WIRE MAX MAXIMUM T UNDERGROUND T TELEPHONE LINE MIN MINIMUM C. UNDERGROUND C MH MANHOLE CABLE LINE MJ MECHANICAL JOINT STORM OC ON CENTER SEWER PA POINT OF ANALYSIS S SANITARY S SEWER MAIN PC POINT CURVATURE POINT OF COMPOUND �+ HYDRANT PCCR CURVATURE, CURB RETURN PI POINT OF INTERSECTION O SANITARY OA I t�� ROG POINT OF GRADE MANHOLE (`p) STORM /O rl PROP PROPOSED MANHOLE I\ ®_ i PT POINT OF TANGENCY WM ® WATER PTCR POINT OF TANGENCY, METER CURB RETURN WV WATER • PVC POLYVINYL CHLORIDE PIPE. VALVE POINT OF VERTICAL PVI INTERSECTION INTERSECTION El GAS El VALVE POINT OF VERTICAL TANGENCY ® GAS ® R RADIUS METER RCP REINFORCED CONCRETE PIPE TYPICAL END RET WALL RETAINING WALL SECTION RAN RIGHT OF WAY HEADWALL OR ENDWALL �OR S SLOPE ®mil GRATE O SAN SANITARY SEWER INLET SF SQUARE FEET p� CURB STA STATION INLET STM STORM O CLLEEATN O SIW SIDEWALK OU TER TO BE REMOVED O ELECTRIC O MANHOLE TBRL TO BE RELOCATED O TELEPHONE O TC TOP OF CURB MANHOLE TELE TELEPHONE 51 ELECTRIC FEB] TPF TREE PROTECTION FENCE BOX TW TOP OF WALL ELECTRIC EP TYP TYPICAL PEDESTAL UG UNDERGROUND UP UTILITY POLE MONITORING W WIDE WELL W/L WATER LINE TEST W/M WATER METER PIT Y ± PLUS OR MINUS �t ram\ V BENCHMARK ® DEGREE -70 DIAMETER BORING # NUMBER `, Virginia Department Y DoT A Transportation 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: My23,282e- Email Address: ryauger@bohlereng.com Phone: (540) 349-4500 Address: 28 Blackwell Park Lane, Suite 201, Warrenton, VA 20186 Project Name; 29th Place Rte # 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-fn 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 061UO-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 an attachments to one of the District's Area Land Use Engineers. () V 8 (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). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LO-440 Design Exception or the LD448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See DM-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. ❑ specity constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ B. Other reason: 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. Q EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2.2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-A); 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 It REASON FOR EXCEPTION: 0 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.3.0 ❑ 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 C5) 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 IIL B. 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 2"a (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (section 120C.3.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.3A) FOR VDOT USE ONLN Recommendation on Exception Request: Approv Derry Date: 8127/20 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 fight 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 8/21!20. Exception Request Action: Approv Denied Date: / d L 0 District Administrator or Designee: Name (and position if Designee) iw .. f�) i /'. Remarks: �� n r`e ✓'L p( � -! •� a a c hca C ' a-t a t � �� o .�, -mil District Staff: Please email copy to Bradley Shelton(&VDOT 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). \ gR. H Rq 0 § z gg LU w� Ww w z UJ g5 (D Z � Z cl) R z>c7~LUCD0 ?g H W Q 2 W Z o � W_ <of o z M W Z Z H ale O 0 d Q 0 gD� O CD0:3 mN a- & ® J a< � J ~ a� U UJ O h� �g S� REVISIONS REV DATE COMMENT MANEv DHECKED 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 0 Know what5 below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION TNI$ oRAWING I$ afIENpFb FOR MJNICWAL NIDNRAr£NCY REVIEW ANO APPROVAL n IS NOT INTENDED AS A CONSTRUCTION DOCUWNT UNLESS MICATED OTHERWSE. 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:% I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH Lic. No. 0402056625 t� 10/2012020 SHEET TITLE: GENERAL NOTES AND LEGEND SHEET NUMBER. C-102 REVISION 3 - 10/20/2020 ZONING.' \ 1 ' DPI. \ \ CRATE a\ .94 \' � TC 46752\� 457.JJ -46609 3 APPROX LOC Y.O. 4" GAS L/NE PER UTILITY MARKOU.% (SET NOTE 3) TRANSFORMER 01✓ CON(' 'SHOPPER' WORLD" D.B. 15 PG. 627 NOS N/F HOP ERS" WORLD, L.C. .OR. 1552 PG. 528 TM 61M-12-1C2 ED DEVELOPMENT SHOPPING CENTER NT USE.' SHOPPING CENTER 290,529 S. F. OR 5. 991 AC. N'009 LNV A 465, 81 INV B 466 ,. o� F J" 1,70 .46 Sd �'Pe DCOCUMN (1YP) 2 L7 TC EB EM A\\ fB � E8 B PHONE BOX _ GR41E INLET RIN=46694 -:V A=46617 V B=465.09 b� ORATE /NL£T \ + E X \ Yi \ / �20' UT/L1TY EASEMENT / \ PER REF b`6 D B 540 PG 62 466.72 \ \� + i WATERLINE EASEMENT �DB 19.i8 PG 112 AN MH ' •?1M-46745 \ INV A-*415 %\ AV 9=46L68 / 00 oo \ J �5\\ L-26.67 ) REBAR _ 4 _ - - CNB=S>47935 W FOUND / /_- - _ 0. / LOC. VEPCO EASEMENT ` \ Pc 172 LOT 147 BERKMAR / D.B. 769 PG. ZBB LANDS N F CARRY G. DOFFLEMYER, ''&NCY G. DL FFLEMYER GENERAL PARTNE,k \ P.B. 3960,,P6. 736 TM 61U-01-14 ZON11*..• HIGHWAY,COMMERCIAL PRESENT USE.", DOG GROOMING AND BOARDINO 1 I , o aoT aoT DOT aoT a BOTao� ao--aoi�ao 17LT L I EX TREES I EX. IMAOIII CONP STEPS \ EX. HANDRAIL (TO REMA/NJ STGP 5 CONc. w�W \ �n / / \ '- // / o o U V /\ / / II ^� o c 466.85�' Q �o C 465.29 / % _ _ ' WOOD LANDSCAPE l7ES - _� `-� ��i- \�F �19 ���^ \�J' 464.98 EXISTING ;VATERC/NE- / I \<^ �5°y / /• ��' o //\ /� m. I LANDS N/F CONNECTION TO BU/CDLN[ �\ �\ HCPARiNcsrcN� -- ¢'.__�_ II, o $W29 LC / ` \ BLOCr' W4L ;\ APPROY LOC UC 4" O4S \ \ FEE. ' r""/ELD VERIFIED SEE NOTC Jj \ A r *f63' o. W V J6' SERVICE OR1VE EASEMENT OB 8B9 PG 476 � 1 OBM6PO51 D B 545 PG 01 . aA 1 / A_ 29.9. 8B4 PG 50 O+ � PRIVATE SERVICE EASEMENT O �� S\Q 99. 984 PC 50 / C1 9., UTILITY EASEMENT '. v,(00 E OB 400 PG 122 R 57.47 IN G 457.87 h _ R/M-457.92 / LNV A 44742 /NV B-452.59 A7✓ MH I ;tf-4575 ' ' �' ✓/ % LO LONE 10 P-4R / � --- 48" STORM --- -� VV ©-44� _ Q j /, 1 / gEB4R FOU / �L NG S�Bq PROP. DRAINAGE EASEMENT ---- I / VV C-45c�. Ot1�K SAWCUT LIMITS OF - QB 2110 PG 317 \9 / L0. DISTURBANCE -_gig - - - 46 72"STORM DRAINAGE L ` - /r.. EASEMENT �LO��ti.Y•i0D - ` -_ OZ� / •1 NS 0462.92 S = Saio yE o� /NF - L- / RCP \ DEP. CUR\x _ _ / �Qi� � 42" RCP \ \ JO' ACCESS EASEMENT / l / /` • EX- CURB (rw) _ EX MPSTER (TBR) _ \ 0 06 547 PP 87 / / °� / ���� % / I LOD'�� . = ` REBAR FOUND CURB INLET EX. STRIPING (TBR) I _ PROPF �NV=444B04 \ / pE� �I / / �EX. DUMPSTER 1BR \ \ \. / �/ / QO�0!` / I I I .+_._r , _�. TI .\ \\\ I ra/� .t554:; \ a - - - 1---------- -- (J _UN �� VA �� APPA ch`• \\ / EAS D6 D.B. / F \• G / _ .\ I I i \ 1 I I I I i__ PROP I \ I III I I EX CONC L[l90/NO 111 1 META!- _ oo/ \ SAWCUT Q I T/1VJ�. ROX IOC. >0' QG Q i /j I I \ \ I III I I �o�� I I I V 8 I I \ • A 49 L1ND/NG AIL -76 NX z0c.. 10, / % I I LEI \ 4 `---III II I II�___1 /ySTEPS \[•--•� \\ -_ I I G 46J44 11 I I I EMENT (TO BE �° / {�8" '-e h?H' `� I I TC 465.9J \ o 'i o \\ 1 APPROX. IOC. UG. WAIfRC/NE WIDENED) / a / /% \ RAISED CONCRETE WALK4YAY CONC l4'ALK o 6b o�� 1 �ENIRANCE SIGN PER REF. 3 (NOT f1ELD / c 465.18 rC 465.59 /so / �'\ / / /�/5 \ II D. B. 2110 PG. 308 �Ig I D.B. 2110 PG. 311 / hL, , ,r- a K. BU/O/NC TM 61 U-01-15 -14,%6SFAREA: 66,601 S.F. OR 1.529 AC. E LIMITS SQ DISTURBACE \ /�°o /4 \\ \ \ /% /� / - - �I EX PAVEMENT E \ / y EX CURB (N/?) II MARK/NC (TBR) C 465JI K/NC' Sf/CD BIROS AIUS/C &ARTS" %RADIO SHACK" "STARBUCKS" G T 465J.'L / / T 8 0 �, (�// j % / 11500 ONC�/M/TED' (NO ADDRESS POSTED) 11516 11520 �1= _ / o \\ /\. TfL 465..65 8" �I I 1510 5 OP. SAW \\/ \ _C 10'ELEC L-AP6,. 81 `,. / '-'.I_ ^f \ •\ % / �`�j/ I �" �I i r 1601' caLUMN(rYP) OB 561 PG 81 \\ . • �J\l APP,40X /OC U/: TELE L/NE PER UT/L/'Y MAPrKOL/i (SEc NOTE 3) +469.10 ^ - -� ��, tm\\\'o -OH ON OH N I T�T653 �HTo,7III1I 10' PARKING SETBACK •i-------G 46477� • III \ C�' 465 -- -- - - -- ---- d2" _ - CONC WALK ---------- CONC. --- 8 06 J / / / I IC PARK/NG SIGN 0m) LA CONC WALK b, c 465 8 I IONC. 7 46 MP (TBR) 17'/ ! i ��-- LIMITS OF oo EX. CURB (78R) o_ ,o '�1 LOW-LO WORK �- \ \ J` EX. PAVEMENT I I PROP. E�X� �MENT MARKING (19R) -1-1- SAWCUT _ 465 465. / - _ - I0' BUS/NG SETBACK r _ �. �� I II- - - - - - - - - - - - - - - - - - - - - - - APPRO,Y. LOC VEPCO EASEMENT '\ JI I I o fN� (C I \ - - - 09 J88 PG I IC 464s7 22 \ � ( I 465.10 / \ 459.J1 459.79 _w VERIFIED, EE NOTE J) R=460.15 A=115620" L=95.88 C11B=544105 30 E CHD=95.71 0..26' FOUND 8 W 5492702 E 61.91' JO' VEPCO EASEMENT D.9. 999 PG 19J c� z w w w z �Owe w U W E- f/J U w U g U U UzwwN>uJ z> �T Wcn � w ¢ x � w z ¢� cax ¢¢z z ae a ¢ ~ o Q¢0o w= az a > gcf U w REVISIONS REV DATE COMMENT DaAwN Br cxecxeD ar ADDRESS COUNTY JPN 6/18/2020 RTY COMMENTS ADDRESS COUNTY JPN 2 9/11/2020 COMMENTS RTY ADDRESS /DOT JPN 3 10/20/2020 RTY COMMENTS tall before you dig. ALWAYS CALL811 Its fast. It's free. It's the law. NOT APPROVED FOR THIS DRAwINGIS INTENDED FOR MUNICIPALANDIOR CONSTRUCTION r REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS PROJECT No.: INDICATED OTHERWISE 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 S3420 40 E WARRENTON, VIRGINIA 20186 24.94' Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com - 8" / 12o `o .- TO 465.21-� - _ _ - - - - -- - --. _ - - - ---- - - - > _c 464B4 FFG LTH O /''*4z Fri --- ��� 2.95' / ACCESS"O _.°� /� EX. C (1BR) °o> N\ \ \ ^-'•'CLOD1�- _ _ - _ - - _' 6 W } 5II08'I " �. 1 - ----- 15.58' CONC WALX \• IV \ o CONC WALK T 46964 0� t� N YA R DEP. CURB (TBR) O _ - i CG->2 RAMP (TO BE REPLACED) _- �- �------------ amNo. 0402056625 .F TC 469.51 DEP. CURB i -00'P�-�-00T - �'I - - \\ TC 467.53 R/M✓4 55h46691 �70.1 �A� 10/20/2020 EL111VA�I-LOW-1-0 LOW--LO -1 \ 6' UTILITY EASEMENTLNVA=454.5iJ.o \ /NV8=459.19 FOP.SAWCUTTO -.'ai 747 OB 400PC 122 /WALE EXTEND 8" INTO-F;y=46Z47 \� APPROX COP C V/RG/NLA TRAVEL LANE-'!=45_?B7 TELEPHONE&TELEGRAPH COMPANY SEMINOLE TRAIL -U. S. RTE. 29 /ARABLE W/OTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY UTILITY EASEMENT 400 PC 122 SHEET TITLE: EXISTING NOTES: � CONDITIONS CO N�/D� I TI O N S 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 DEMOLITION UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, PLAN COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE /� DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT SHEET NUMBER: EXCAVATION MAY BE NECESSARY. C 202 20 10 5 0 20 REVISION 3 - 10/20/2020 1"=20' TRANSFORMER ON CONC NOS N/F HOP ERS' WORLD, LC. D B, 1552 PG. 528 TM 6/M-12-1C2 ED DEVELOPMENT SHOPPING CENTER - f; NT USE.' SHOPPING CENTER _ !. 260,529 S. F. OR 5. 991 AC. - - - / WOOD LANDING -- CONG ` EM / / > WM CONC PROP."STOP" SIGN LIMITS OF \ISTURBANCE / Jh /- OP.-�. � c Sq;;NCU? \� 10' ELEC EASEMENT 09 561 PG 81�\ 1 CONC WALK z o � h1 �9250 ,� S40'12 41 IN >03.73' 20' OR17Y EASEMENT / .PER TREE16 OR 540 PG 62 / Q,. WATERLINE EASEMENT �/��OB 1938 PG 112 L=26.67 0jVB=S1429 35 W 77� CHD=26.0-T 7 ° ANC Ob /�LOt6 v / 72'/\STORM DRAINAGE LOD / / EASEMENT LOD0D 0B 2110 PG 31 J / PROP. CG-12 S DO WN - CONC WALK----- SEM/NOLE TRAIL -U. S. RTE. 29 r; ;; / ; rl bE ur / / / �A,99?OX COC ViPCO EASEMENT \ O.B. 388 PG 172 LOT 147 BERKMAR O. B, 769 PG. 288 LANDS NI \ \ BARRY G. DOFFLEMYER, NANCY L. DOFFLEMYER, GENERAL PARTNER D. B. 3360 PG. 736 TM 61U-01-14 ZONING.- HIGHWAY COMMERCIAL \ PRESENT USE.- DOG GROOMING AND BOARDING z w -m 36' SERVICE OR1NE EASEMENT c O.B 889 PG 476 D6 545 PG 631 / 09 596 PG 512 1 00 994 PG. 50 E 11 k89 y5 PR/1/ATE SERVICE EASEMENT O.B. 9B4 PG. 50 i PAVEMENT ... _..._... MARKING — — — — MARKING — — — — — — — — — — — — — — — — — — — — --- TRAVEL LANE PER DETAIL IMP-2. SEE SHEET G-801. EASEMENT PG 122 UTILITY EASEMENT 400 PG 722 SEE DETAIL SWEET C_802) PROP. 'NO LEFT TURN'� SIGN R=460. 15 L-1f 5610" L=95.89 019—S44105:907- CHD-95.71 6'19'12'W 0.26, PK NAIL FOUND '540 32 5B W 3.00' S492702'E 62.92' 30' kFPCO EASEMENT 0 B 999 PG. 183 S34 20 40'E 24.94' S11 08'16"W 15.58' NOTES: 1. PLEASE REFER TO ARCHITECTURAL PLAN FOR DRIVE-THRU FEATURE DETAILS- 2- CONTRACTOR TO ENSURE THAT THE FENCE AROUND THE DUMPSTER AREA COMPLIES WITH ALBEMARLE COUNTY CODE. DUMPSTERS, OUTDOOR TRASH RECEPTACLES, AND OTHER, SIMILAR OUTDOOR REFUSE CONTAINERS SHALL BE SCREENED WITH AN ENCLOSURE AT A MINIMUM HEIGHT OF ONE (1) FOOT ABOVE THE HEIGHT OF THE DUMPSTER WITH A MINIMUM INSIDE CLEARANCE AT THE OPENING OF TWELVE (12) FEET. 3. FOR WORK ALONG THE RIGHT-OF-WAY, PLEASE REFER TO SHEET C-803 FOR THE MAINTENANCE OF TRAFFIC PLAN. 4. VISIBILITY OF ALL NEW MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 5. THE COLOR OF THE MECHANICAL EQUIPMENT SCREENS SHALL MATCH THE COLOR PROPOSED FOR THE VERTICAL SIDING AND TRIM (GREY). LEGEND: MILL AND OVERLAY AREA SITE TABULATIONS: PARCEL ID: 061 UO-01-00-01500 TOTAL PARCEL AREA: 1.53 AC ZONING: PLANNED DEVELOPMENT SHOPPING CENTER ZMA2001-14 WITH ASSOCIATED PROFFERS EXISTING USE: COMMERCIAL / RETAIL PROPOSED USE: RESTAURANT WITH DRIVE THRU PARKING: EXISTING GROSS LEASABLE FLOOR AREA FOR ENTIRE 29TH PLACE SHOPPING CENTER: 169,649 SF EXISTING SPACES REQUIRED: 169,649 SF X (4.75 SPACES /1,000 SF GFA) =806 SPACES EXISTING SPACES: 815 PROPOSED LEASABLE FLOOR AREA: 169,766 SF PARKING REQUIRED: 169,766 SF X (4.75 SPACES /1,000 SF GFA) =806 SPACES TOTAL SPACES PROVIDED: 807 20 10 5 0 20 1"=20' z w w w U Z w H W w U � U - U C7zLuwcn�w z>cD�wo_� w Z x w z > Z U L L l U O 2aQza 0zaaF=O Z¢ 0 Ow w W CL Za'da U Lu REVISIONS REV DATE COMMENT DRAWN BY cRECKED BY 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 C8116efine you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AMLORAGENCY REVIEW I APPROVAL U ISNOTINIENDFDASACONSTRUCTIONDOCOMENTONLNDICATED OTHERWISE PROJECT No.: V19DRAWN BY: CHECKED BY: DATE: 03/18/CAD I.D.: 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 SHEET TITLE: Lic. No. 0402056625 6 10/20/2020 J SITE PLAN SHEET NUMBER: C-301 REVISION 3 - 10/20/2020 0 a C=_D N 6�1 / 11 � 5 b C SEM/NOLE TRAIL -U. S. RTE. 29 / / / l / f 1j*50 _ —_ ,.,�Ni DIStANCE LINE/ 13+50 Amm 0 ONE WAY e _i � 465 � I - IA =4b71b1 470 460 470 460 oiw 243'S/GVr DlS TANCF INF � EYE _ 732' SI HT D/ST ANCF(INE OBJ 10,00 10,50 11,00 11,50 12,00 12+50 13+00 SERVICE DRIVE /E SIGHT D/STANCE PROFILE SCALE: V=50'HORIZONTAL 1 "= 5' VERTICAL 13+50 14+00 470 460 Doi Bi`90'SIGHTDIST C�V\N 30 15 7.5 0 30 1 "= 30' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 BERKMAR DRIVES/GHTDISTANCEPROFILE SCALE: 1"= 50' HORIZONTAL 1'= 5' VERTICAL 15+00 15+50 16+00 NOTES: 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. 470 3a V' ¢o Z oLL� � o w wo W wUz Z U Z� w w I-U CD - �U ga �s UZwwCO>w mw zrcD�w�cn H w ¢ _ w Z cow¢w< H- zU):w¢?<� §w 0 < c- p Q U~ d m J CL zU) CL Q p a U w O � � � o's o� REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/18/2020 ADDRESS COUNTY JPN COMMENTS RTY 2 9/11/2020 ADDRESS COUNTY JPN COMMENTS RTY 3 10/20/2020 ADDRESS VDOT JPN COMMENTS RTY kDRAWNBY: ;811 before you dig. ALWAYS CALL811 Its fast. It's free. It's the law. T APPROVED FOR CONSTRUCTIONIS INDED FOR WNICIP� Y REVIEYJANO ISNOTINIENDEDASACONSTRUCTIONDOSIJ E ONIESS INDICATED 01HERWISE No.: V194600 : EEN BY: RTY 03/18/2020 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 411 IBOHLER// 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 6 10/20/2020 J SHEET TITLE: SIGHT DISTANCE PROFILES SHEET NUMBER C-302 REVISION 3 - 10/20/2020 ' WORLD " PG. 627 GAF SHOPWORLD, L C. tia D 1552 PG. 528 �'soS�FJ TM 61M-12-1C2 ZONING• PLAN ED DEVELOPMENT SHOPPING CENTER PR ENT USE.• SHOPPING CENTER FF= 470 18 A A: 260,528 S.F. OR 5.981 AC. , EM M GM \. \\ EB lc J, "611 COLUMN (7YP) �yoy TC 4675��\\ gyp. G 467.JJ --�+466.08 \ HC PARK/NG 516N BLOCK WALL i / MATCH EX. �00 / G ±465.55 ISTLIURMBASNITOF. \CE�� G 465Ji C \ - \ �-465 /7 MATCH EX. O G+4fi5.15 \_ PROP. 16 saw u S /,' f 1'46310 12 1 a652d ,� WRONG WAY SIGN- .,/ TC 459.48 G 458 a z \ -ono 1A1 / , i \ LOT 147 BERKMAR D.B. 769 PG. 288 r i i \ LANQS N F 40ARRY G. DOFFLEMYER, '&NCY G. DOFFLEMYER GENERAL PARTNERSry \ \ ZONWF..- h%5HWAY COMMERC/AL q c 46291 ; PRESENT USE. DOG GROOMING AND BOARD/NG V��I495,72 ,,,, TO 46JJ81 TC 46 . J6 G 46288 9, 0HB=S1479 35 {Y 4609` 4- � TC 46050 , -� l0 \, 0'"� LO MG t463.00 PROP LIMITF \ l6 46\�_OD Lob • DLO STUBS ONCE ODD QL TC 464.78- / o _ � TC 461.68 —� � TC 461.00 ,k61 / / / / �/ / / 00� / / /` • ITC 462.55 TC 461.00 �RFBAR FOUND 7 ,/ \ // �� ��'00 / � /� �� � � • _ _ — _ . _ _ 463. _ _ . _ _ )Iil TC 461.49 SAWCUT n� • _ -- -_ -_ _ _ 2.95' 33 E - 2.95' F� 41104 �_ - � I 20> -P.O.B. TC 462.28 -- '-- - --- --� eh I R-1 SENT VOLE TRAIL -U. S. RTE. 29 VAR/ABLE WIDTH RIGHT—OF—WAY ASPHALT PAVED PUBLIC ROADWAY >-STORY BR/C%BLOCK BUILDING >4, 66 SF MATTRESS KING" 11500 - [7 i BLOC// WA(L /TO ?=460.15 0=115620" L-95.88 CH9=S44'0530 E CND=95.71 679'12717 0.26' PK NAIL FOUND 540:32:W OW J..00' S492702 E 52.91' S342040 E 24.94, W mi x O m c� z w w w w z �� w U' Z�ZfrJU w CDgU�U� Ozwwcn>w z> �� n > z ly w 0 xi» � ly cw < m< 0 z ¢ a ¢ ~ Inc! Q¢ryocow= az �¢ g of CD w REVISIONS REV DATE COMMENT DRAWN BY cRECMD BY ADDRESS COUNTY JPN 6/18/2020 RTY COMMENTS ADDRESS COUNTY JPN 2 9/11/2020 COMMENTS RTY ADDRESS VDOT JPN 3 10/20/2020 RTY COMMENTS tall before you dig. ALWAYS CALL811 Its fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW ANO APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNITE PROJECT No.: INDICATED OTHERWISE 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 i _540' 0 " - - LTH OF MA EX. T CIG +469.45 �LDD � T'— -___ _ ____,B-69_ ___ _ _ - ___ _ _ __ _ _- - p0 O° MATCH EX. 15.58' Q o -`- _- - a6d b'4 T T T 0 TC±468.70 Ct N YA R '� - - — �' X. E MATCH TCTCH EX. .p Lic. No. 0402056625 —� • — �l \\ TC 4975J TC 4°oc MATCH EX. 4 �il� -LOW-1-0 \\ G 46691 G 4690` TCIG±469.45 10/20/2020 � a •� EXOEND BNMTOTO�IOWAL V TRAVELLANE SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 20 10 5 0 20 1"= 20' REVISION 3 - 10/20/2020 5 APPROX. CDC UC 4" GAS UN - PER UW17Y MARKOUT (SEE NOTE J) TRANSFORMER ON CONC ' WORLD" PG. 627 SE 1A. R1 4 sii 9/ \ \ \ \ \\ \ \ INV 462.17 / �F SHOP E S' W RID, L.C. D 1552 PG, 529 20' UTIC17r EASEMENT TM 61M-12-1C2 ,p. — PER REFS ZONING: PLAN ED DEVELOPMENT SHOPPING CENTER De. 540 PG s2 �6 PR ENT USE. SHOPPING CENTER FF= 470 >8 A A: 260,529 S.F. OR 5.991 AC. GRATE INLET EM W RIM=467.28 % 0 INV=466 TT / ` WATERLINE EASEMENT / 6- I..0 \ _ O.9. /9J8 PG /12 r0— a4 6�� A� GM V / . _ ���% .AN NH •�, / �� RlM=ao M \� AV " / n INV d 4� EB EM A EB CRATE INLET df / 'IM 4E75! EB A 2. �A .SAA !N A �G.; 87 _'URB INLET Nv 5 4ac a`1 L=26.67 /-?W=46J.72 a PHONE BOX g CHB=S1429 35'IV /--_ / NV A=44697 �\ CHD=26.03 ,�V B=4456_9 <<^ GRATE INLET A :/ / �� 0 �-� INV A=46617 INV 8=465. 09LO ICY 0 72" STORM ORAINAOf LOp - _ PPROX IOC. 10' EASEMENT LOD-� RL/TYEASEMENT - OB 2110PC 31 / AUOp;I(ZL`y -__ OR 19J8 PG 112 s�9y T 90' ACCESS EASEMENT / / �0 / / ^ - \ __ .4 D.B. 547 PG. 87 ROP.19.1 4"r--.--•--. INV.-PVC @ 1.0.05% S'461.90 61.70 CIO CIO r--1 \ S� INV.- �RGA 1500 462.30 GA .- LLON ROGREASE TRAP OOT OOl OOT W �- �_ / ✓' SA RY SEWER �o�'�L!•':.: EASEMENT � / � PROP. ELECTRIC LINE K LA" PVC EXTENSION SA NV. LATERAL I NV=462.50 ry.�9� �' / / SEE NOTE#1 PROP. 61.2 LF 4" \ HC PARK/NC S/CN -/ / / /"\4! 00 PVC @ 1.05% y / r� /5°'f \ �/ / W PROPOSED RESTAURANT 2,225 SF APPRDE ER REF ,j4 (NOT / f / / �„ i >-STORY B14C%BCSOOfK BUILDING FIELD VERIFIED, �0_ NOTE J) ON OH _ OH E 10' ECEC EASEMENT- 14 9..9. 561 PG. 91 APPR0.1: 10C UC T£[E ME PER UTILITY 4i4RK061- (SEE NOTE J) V WRONG WAY SIGN / z \ \IJI umbp 8 00 \INV= ,PROP. 24.9 LF 4" 4602U " PVC @ 1.00% o O�/ INV= /2" 460.45 oI E 172" RCP ), 0 92' APPROX CDC. .9. 3 EASEMENT OB BB PC !72 T 956110 00 — — 2.95' 33 E 1.95 O� SEMINOLE TRAIL -U. S. RTF 29 VARIABLE WLOTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY @ 1. II SAWCUT 16 10 I I0 to goo TO MATTRESS KING" 11500 >80.` /—�APPROK IOC. VEPCO EASEMENT Oe. JBB PG. 172 LOT 147 ` \ B PG ` \ DB. .769 69 PG. 299 LANDS NIF \ BARRY G. DOFFLEMYER, NANCY L. DOOFrFFLEMYER, GENERAL PARTNERS D.B. 3360 PG. 736 TM 61U-01-14 ZONING.- HIGHWAY COMMERCIAL \ \ PRESENT 145f DOG GROOMING AND BOARDING / / w J6' SERVICE OR&F EASEMENT D.R. 889 PG 479 J 09 545 PC 01 D.B. 599 PC 512 OR 894 PG 50 611 kg9. O �O � OAP PRIVATE SERVICE EASEMENT y>Q �� D.B. 884 PG 50 , OB 4 1 PfASE ENT ��[•v'�'l�J� N 0 Vv 4-45? 48" STORM / M1N 9-44 Q ROP. ORAIN,4GE EASEMENT BUT IMITS OF OB 2 o PC J7/ STURBANCE _ 0t= --102 L��160 pB % / II -—— F - 8's4N 42' RCP — IDI 42"RCP J. L01)� � � REBAR FOUND CURB INLET ' R/M=45762 PROP. �\ � �? /NV=44804 I SAWCUT —0 ROP \001 \ \ SAWCUT RLOCR WAIL /TO fiFM4111) APPROX L�O'C U.G WATERL/NE 6b ��j,j —ENTRANCE S/GN r(ER/F/ED, -SEE NOTE JLD EX/ST/NGI WATERLINE — CONNECTION TO BU/L01N6 "WILD BIRDS iIUSIC & ARTS" 24D/O SHACK" UNLIMITED" !NO ADDRESS POSIE9J%516 11510 n— F7 22 i APPRO. simunu� o, ra —OH— OH - �6• UTILITY EASEMENT 0B 400 PC 122 EASEMENT PG 122 R=460.15 0=1> 5620" L=95.88 CHB=S44105:i0 E CND=95.71 0..26' 7UND w PROW ZOO 2'CA5 E PER REF 1G (NOT F/ELO !DER/F/EO, SEE NOTE J) S49 27'02 E 62.92' ' W-100 EASEMENT 2 889 PG 19 S3420 40 E- 24.94' S1! 08781W 15.58' NOTES: 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 MARSHALUS OFFICE. �o Ua w es WWz rz w Z L l~ Z W U w(� UC7U V V. z w w U j EWEz>c<w000 N r w¢ x w Z z cn W Q Z H Uo a- or w!H U Z U U pym CL cr <& >Lu a� U .o cn os REVISIONS REV DATE COMMENT DRAwx� cl¢cl®er 6/18/2020 ADDRESS COUNTY JPN COMMENTS RTY 2 9/11/2020 ADDRESS COUNTY JPN COMMENTS RTY 3 10/20/2020 ADDRESS VDOT JPN COMMENTS RTY 1i81f 6®fine you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR WNICIPA MDIORAGENCY REVIEWAND APPROVAL R IS NOTINIENDEDASA CONSTRUCTION OOCUM ONESS WDIGAlEO OTHERWISE PROJECT No-: V 194600 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 Lic. No. 0402056625 i� 10/20/2020 J SHEET TITLE: UTILITY PLAN SHEET NUMBER. C-501 20 10 5 0 20 V=29 REVISION 3 - 10/20/2020 5 RE U �Gq ZONING: v� Qr rrcA" ['OC ✓C 4 Q� `r ii'C ` GAS LINF PER UT///A' +5 1VARK0UT (SEE NOTE J) r ` ,F E/_�- /------- \ \ / \ / I, APPROX LOC klEPCO EASEMENT ¢e JBgPC 172 LOT 147 PARCEL Y / / ;' BERKMAR "SHOPPER' WORLD f f aka / A \ D.B. 15 PG. 627 D.B. 769 PG. 28B V '� LANQS NS�F NOS N/F / / OARRY G. DOFFLEMY£PI, '&NCY 6 DOFFLEMYER, GENERAL PARTNERS` ` SHOP ERS" WORLD, L. C. tiN f �� B. 3360`,PG. 736 D 1552 PG. 528 20' UTILITY CASEMENT / / L w TM 61 U-01-14 TM 61M-12-1C2 �N' — � \ / ZONI*.- N/GHWA)Y`COMMERC/AL ED DEVELOPMENT SHOPPING CENTER ;'` `� \ \ 0B 54a CFds2 / / I ' l PRESENT USE.', DOG GROOMING AND BOARDING ENT USE.• SHOPPING CENTER 260,528 S.F. OR 5.981 AC. WATERCLNE EASEMENT ', / / ' 96' S 69 Pu O476 EASEMENT ' I 0B 79J8 PG 112 06 B89 PG 01 , F/' \ \ / / l / / / �.. OB 545 PG 6J7 I j Cr� v / `I OB 994 PG 512 �A ny� C'�` �/ � '-- �: � ��c 'V � �`' � � OB 8B4 PG 50 1' � 0 CM n` /�F \ 7 - PRIVATE SERACE EASEMENT X. PERENNIAL& SHRUB BORDER\ TO REMAIN ((PANICUM SP., ILEX GLABRA-� S I \�\\/ / LIRIOPE, ROSA) EB \ 10' UTILTEASEMENT a OB 400 PG 122 PHONE BOY- 3 / LANDSCAPE SCHEDULE KEY cl Y.T BOTANICAL NAME COMMON NAME CAL. I HT. CONT. ORNAMENTALTREES AG 3 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE'APPLE SERVICEBERRY 1-11l2"CALIe-10' B+B CC 10 CERCIS CANADENSISFOREST PANSY' FOREST PANSY REDBUD 1-1 112"CAL. 18-10' B+B. CF 2 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 1-1 112" CAL 18-10' B+B CV 1 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 6-VHT. B+B SJ 3. STYRAX JAPONICA JAPANESE:SNOWBELL 1-1 112"CAL. 18-10' B+B SUBTOTAL: 19 EVERGREEN TREES IXN 3 ILEX X'NELUE R. STEVEN' NELLIE R. STEVENS'HOLLY 6-8! HT. BIB SUBTOTAL: 3 DECIDUOUS SHRUBS RK 51 ROSA XNOCKOUT KNOCKOUT ROSE 18-24" HT. & SPREAD 43 CAN SUBTOTAL: 51 EVERGREEN SHRUBS ICHG 17 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18" HT. & SPREAD 43CAN IGS 10 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30'HT.&SPREAD #5CAN JPG 6 JUNIPERUS PFITZERIANA'OLD GLOW' OLD GLOW CHINESE JUNIPER 15-18*SPRD. #3 CAN SUBTOTAL 33 ORNAMENTAL GRASSES & PERENNIALS CKF 21 CALAMAGROSTIS ARUNDINACEA'KARL FOERSTER' FEATHER REED GRASS 2GAL. CONTAINER SMN 53 SALVIA'MAY NIGHT MAYNIGHTSALVIA 1OT SUBTOTAL: 74 Nf0 pqR GW- O = ` LIMITS OF 2RA/NACE EAS-MENT 2 \� / k/ _ \ P• / 1Y `� 72 STORM DRAINAGE 6 -J- - -- D S N - / _ L E' APPROI LOC 10' :- ---- - OB 2110 PGMJNT p L00. UTILITY EASEMENT ,/ ,' LOp - - -- _ 2 EX. 6' CHIONANTHU VIRGINICUS - _ COD- \ \ " COLUMN (TYT',' � r� -% TO REMAIN. T / G S ti � -� _ _ � _ -- _ � •� � ___ � _ - - O • , 3 6 ti tOD- _ACCESS EASEMENT \� , �N � /�F / ' \ o� � 4 °• � � o- \V�-6 REBAR FOUND \ 0B 547 PG 87 /'. " / \• C F \ > LOD \ - _ 5 6 463 /00 m _- \ - /' YYY//Y/WWW RK NE ob `I LC1C. UG {YATERL/ k EE OT ) 0-. OOI. 001 O D I�OI 00 OOI ��' Ol OOI p� I -�� Bb j . 6" ILIX'NELLIE STEVENS'� 3 SNOT E REED 77T.T - 031 0 _ TO REMAIN \ \_ w�N, ' \'\ _ 4��`- ----- J-� J O E,Ey/ / \ SOD/ / ~ EXTENSION TRIG LINE �y cc \ PERENNIAL & SHRUB BORDER ` TO REMAIN (ROSA ILEX, CINERARIA, \ HEMEOCALUS, AND SALVIA r OI LOW—LO WORK OF _ IX.4" LAGERSTROEMIA SP. - - _ - _ '— 4C < ----- TOREMAIN \ i - - - - - 9 9 /6q -___ _ 0 17 �� \ --'-OB 899 P , f8JENT 5 RKO • CKF / l 1----/-- o-- 30'BU/CO/NGSET- -v ------------------------------ RIA, - - - - - - - - - - �� / X. PERENNIAL &SHRUB BORDER TO REMAIN (ROSA ILEX, CINERA HEMEOCALLIS, AND SALVIA • APFROX LOC. 14-PCO EASEMENT \\ I as = 0B JBB PG 172 a 2k - OW�Oy I -ON ON ON- / -0 ON " - - ^" -- - - .•`o —OH ON ON OH ,6H ON ON ON ON H OH 0 N ON- OH- -+ 10' PA G or 00 ' _ — - -- / _ -- - _ _ r - _ 'r ' < - :' � T T T T 'v O T T 7 - - -; R- _ 10 EX EMAIN / ICHG TO REMAIN OOl OOl _OOl OOl 0 l \\ 6 3 EX. 12" GLEDITSIA TRIACANTHOS IX. 8• PRUNUS CERASIFERA 6 \\ CC AG TO REMAIN TO REMAIN JPG LOWSLOW--LO W—LO \\ 6' UTILITY EASEMENT 53 26 \� APPROK LOC C l9RCINIA 0B. 400 PG 122 EX.12"GLEDITSIATRIACANTHOS SMN RKO TELEPHONE & TELEGRAPH COYPAIVY TO REMAIN DB 419 PG 404 10' UTILITY EASEMENT SHRUB BORDER 0. 6. 419 PC 4J5 08 400 PG 122 I� SEM//VOLE TRAIL U S RTE 29 TO REMAIN (NANDINA, JUNIPERUS, ILEX SP.) �. 10 ���R w r / �•� ��� �1S i �/� EX/SANG PIATERL/NEB CONNECAON TO BUILDINO PARKING 51CAl 466 �� / 6" / ` `- `�i• / �00 �� / I i �� -•i 2,, PROPOSED I 8 •/ RESTAURANT j O • 2,225 SF I I C2 ILEX P. HEDGE F TO REMAIN EX. 8' ULMUS PARVIFOLIA / TO REMAIN 8 / I 1-STORY OCK BUILDING ° PRUNUS LAURACERASUS HEDGE EX. B" ULMUS PARVIFOLIA C / 14, 6 SF. TO REMAIN TO REMAIN \� LIMITS OF, '�� 0 DISNRBANCE / / PERENNIAL& SHRUB BORDER \ {' I TO REMAIN (ROSA ILEX CINERARIA \- EX 8"ULMUS PAR VIFOLIA f /// HEMEROCALLIS, AND SALVIA TO REMAIN R _- 30 G ---, \• , • / -- - _N GE TTRESS00/N ' NZI ME17 NOMA02f5S' POSTED ��1516CK y UNL/M/T£D' ( % N36'19'IZ'lY 026' *1 11510 h- TO PK NAIL FOUND EX PERENNIAL & SHRUB BORDER 465 0 I TO REMAIN (PANICUM SP.,� \ ` / / / CALAMAGROSTIS SP., URIOPE, ROSA) � \\ - // / V� COLUMN (TYP) L o 10' ELEC EASEMENT \ / FF= 466.08 I90 ; i { OB561PC. BI -- s •� :.. , p 349 EX. 12"GLEDITSIA TRIACANTHOS TO REMAIN _ !yam TO REMAIN ' v / _ O \ 12• ICHG o / VARIABLE W/29TH RIGHT—OF—WAY ASPHALT PAVED PUBLIC ROADWAY 20 10 5 0 20 1"=20' NUIL: 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. �o a� � ¢o z �S D_ W WLUZ z Lou o' z W� Z w U W (� gUT=U� �5 (D z W M J �)Z LHM Of §z>cD0 rW¢x WZ OfQOfmoo0 CDP: Wz� Q oo< Cc o�CDN�Wa po® J a��cr al- p& U o Lij O GO r aW �o H og �a REVISIONS REV DATE COMMENT GRA B GHECID:O r 6/18/2020 DRESS COUNTY JPN COMMENTS RTY 2 9/11/2020 DRESS COUNTY JPN COMMENTS RTY 3 10/20/2020 DRESS VDOT JPN COMMENTS RTY Call before you dig. ALWAYS CALL811 Its fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIORAGENCY RENEW AND APPROVAL RISNOTII OEOASAOONSIRIICTIONOOCUMENTUNLESS INDICATED OTHERWISE PROJECT No.: V 194600 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 BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 Lic. No. 0402056625 6 10/20/2020 J SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-601 REVISION 3 - 10/20/2020 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1'),. WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6-) THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASEIPEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1W., WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (W) CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6') ABOVE THE GROUND EXCEEDS FOUR INCHES (4) IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"t). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SOX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULAVARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIATOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES L PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER 'W CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A Y.." LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2) FROM EXISTING STRUCTURES AND SIDEWALKS- 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB- P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. IIL WATERING A NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE- D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. DO NOT STAKE OR WRAPTRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND RACF M: R()f1T RAI I DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ou rtvv I Der vry rlrtm PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER 44 ° SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED I yL{t'yi, TO BY PROJECT LANDSCAPE ARCHITECT " FOLD BURLAP AWAY FROM P/7/ TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK SHREDDED HARDWOOD MU OWN DOUBLE CH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR _ RECYCLED YARD WASTE TO BED 4 T __ - III —III _ AND TILL INTO TOP 6" OF PREPARED SOIL. III 4-6" DEEPER THAN ROOT BALL — -I —__ =III=I- — III-� _____ _ - REMOVE THE TOP 113 OF THE WIRE BASKET IF I 1=� 11— III— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8-12' REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL INCORPORATE 2' OF PEAT INTO 6' OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED MINIMUM 6" D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOT TO SCALE FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. TYPICAL PERENNIAL AND GROUND COVER PLANTING NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE �12"I TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL N ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. X THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4' BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL PIT-"0 SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80%- TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% -ANNUAL RYE GRASS SEED 12. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF BOLBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 12.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LEIS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULT[ -PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND SUBSOIL AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. 2 C7 § iE gg LUWq w - Z w S w S 0 Z�zr/AU om wC W C-0 W 8N (DZLLuu W Tn>w z 57 C' ~ LouW cogg 5 W Q 2 W Zo � W_ <of o [n O m ¢ ao C7 F- Z u g W Z Z PC ale 0 0� a Q 0 gD� 0 C7 0 N a- & ® Z az J a� 0 F Uj �s REVISIONS REV DATE COMMENT 6I18/2020 DRESS COUNTY COMMENTS2 9/11/2020 DRESS COUNTYCOMMENTS3 A 10/20/2020 DRESS VDOT COMMENTS Know wha15 below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS @TIETNED FOR NnN ICIPAL AN W R AGENCY REVIEW AND APPROVAL IT IS NOT INR M ASACONSTRUCTION DOCUNENT UNLESS VlOICATED MERWSE. 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 BOHLERY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH Lic. No. 0402056625 10/2012020 SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-602 TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE REVISION 3 - 10/20/2020 I_ , E OC/r 8111111 ' e ZONING.- / EASEMENT N 09 497 OR 536 D.B. 696, APPROX COC W-PCO EASEMENT / D8 3B8 PG 172 ' 00 -- r / APPROX LOC VEPCO EASEMENT ` \ \ Da 3B9 PC. 172 LOT 147 D.B. 8 9KPGR 288 \ \ \ BARRY G. DOFFLEMYER, NANLCAYNOSD FFLEMYER, GENERAL PARTNERS \ I DTY I3O51U-0YP1GC-4 20" UJ/L/IY EASEMENgT PER PEF12 \ / ° / PRESENT SE.GDOC GROOMING AEND1 BOARDING \ D8 540 PG Z 1 '.o ERIINE SEMENT / p / 36' SERVICE DRIVE EASEMENT 0989 8 PC. 476 ` 1938 PC /12 / \ry / 08 545 PG 931 V 9.9 596 PC 512 D B BB4 PG 50 E tt kg92 O� �O � oD�P PRIVATE SERVICE SEMENT 894 PG 50 1 10' UT1L17Y EASEMENT D.8 400 PC 122 / h0P� L 16. CH,9 "W .� CHB=514 6. W OJ 72 STORM ORAINA0E—, / EASEMENT , / / OS 2110 PG 311 V SEMINOLE TRAIL -U. S. RTE. 29 VAR/ABLE W1229TH R/GHJ—OF—WAY ASPHALT PAVED PUBLIC ROADWAY DRA/NACE EASEMENT / I — OB 2110 PG 911 '—REBAR FOUND 6" UTIZ17Y EASEMENT D 8 400 P6. 122 � EASEMENT PG 122 R=450.15 A=115620" L=95.88 CH8=544 05 30 E CHO=95.71 67,02V 0.29' PK NAIL FOUND 540 J2 38 W 3.00' 90" VEPCO EASEMENT 08 6?B9 PG 18.9 S3420 40 E 24.94' S11108'16 W 15.58' ' Z G0� 20 10 5 0 20 1 "= 20' IN og �o � 05 w w� WzC7 UWW(D H-CoW> W¢xoc� WW W 20 co x �i a Q z ¢ iN z co�W z�� a 0MQa¢�rr iwo= p Q0U~ ofd 2o. Z J 0cn � K S. < I a� O o O W LLW o o& REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 6/18/2020 ADDRESS COUNTY JPN COMMENTS RTY 2 9/11/2020 ADDRESS COUNTY JPN COMMENTS RTY 3 10/20/2020 ADDRESS VDOT JPN COMMENTS RTY Cali before you dig. ALWAYS CALL 811 k t's fast. It's free. It's the law. T APPROVED FOR CONSTRUCTION IS INTENDED FOR MUNICIPALANDIORAGENCY REVIEW ANO IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNIESSINDICATED OTHERWISENo.: V194600: EEN BY: RTY 03/18/2020 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)349A500 Fax: (540)349-0321 VA@BohlerEng.com Lic. No. 0402056625 6 10/20/2020 J SHEET TITLE: LIGHTING PLAN I SHEET NUMBER: C-701 REVISION 3 - 10/20/2020 a w 0 z z 0 0 ro C 5 a2 EDGE OF PAVEMENT OF FACE OF CURB SEE PLAN V-8" H 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 WHITE. STOP BAR N.T.S. 30" DO m D U 0 W Q LL O z W W Q a O W 0 W RED'REFLECTIVE' COLOR WHITE'REFLECTIVE COLOR Wx2l" SQUARE ALUMINUM TUBING, MEXICALI RED COLOR 8"000NCRETE - BASE , N � STOP SIGN & STANDARD MOUNTING POST N.T.S. CONCRETE FILL TO BE ROUNDED - FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLS W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE 4 'v TOP OF ASPHALT OR CONCRETESLAB� ASPHALT SURFACE COURSE (SM-9.5A) ASPHALT BINDER COURSE (BM-25) COMPACTED STONE BASE (21-A) - I=1 L = = - -1I 1I1=1I1=1I1= 1= 1I 1I1=1I 1I 1I1= - 3000 P.S.I. CONCRETE' - I I 1 1 I 1-111-111=11 I-111 1 1-1 1 1=1 III -I 1=1 1-1 I I I I I I-� 1 I III II ' TI III=III III -III \OMPACTED SUBGRADE - - v(PER GEOTECHNICAL REPORT) C NOTE: =I 11111111 1 I=1 �' 1. SECTION SHOWN IS BASED ON THE EXISTING PAVEMENT SECTION FOR THE III -- - - - I`I-- 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). L1 $" SECTION SHOWN ABOVE. MIN. BOLLARD DETAIL STANDARD DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE NOT TO SCALE CG-12 A -5 DOWELS. 8" LONG 011 PERMISSDLE ItlIPI 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 As IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. HEADER CURB DETAIL AT 12" C-C 5' MIN CONSTRUCTION 5. MIN JOINT _ 1�2= yy 11 Ill MAX PAIN 12" f2:1 MAX 9 171 MAX REFLECTIVE ALUMINUM 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 NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES ILLARD MOUNTED ADA PARKING SIGN DETAI FINISHED GRADE LOCKING FRAME AND COVER, AIR & GAS TIGHT A- 11 I 1n 24-GRADE RINGS 2" VENT2" � -1 VENT 4"INLET 8" MIN NOTES :_ MANHOLE RINGS AND COVERS m TEXTEND CANNOT BE COVERED OR i :l 14" BELOW THE L ID LJ OBSCURED BY LANDSCAPING, k PAVEMENT, ETC. INLET AND OUTLET PIPES SHALL BE SCHEDULE 40 PVC AND CANNOT BE COVERED OR CAPPED. INLET PIPE SHALL BE A MIN. OF l 4" IN DIA. VERTICAL PIPE ON 2/3 LENGTH OF TRAP 1/3 LEN. OF TRAP OUTLET MUST BE A MIN. OF 4" IN DIA, DETAIL FOR REFERENCE ONLY. REFER TO AUTHORITY HAVING JURISDICTION FOR CORRECT TYPE OF INTERCEPTOR TO BE USED. ADJUST TO GRADE AS REQUIRED FINISHED GRADE y � eJT 1�1 TRAPS SHALL NOT BE LOCATED IN AN ENTRANCE, EXIT, DRIVE-THRU OR UNDER A MENU BOARD. IF TRAP IS LOCATED IN A DRIVE, PARKING AREA, IT MUST CONTAIN TRAFFIC RATED TRAFFIC RATED RINGS AND COVERS AND MEET H-20 LOADING. GREASE INTERCEPTOR SHALL BE A MIN. OF 1250 GALLONS. 2" VENTS SHALL BE CONNECTED TO THE BUILDING VENT SYSTEM. GREASE INTERCEPTOR DETAIL N.T.S. D RALP RpA1P WITH BUFFER STRIP (SEE TABLE) A (SEE TABLE) TRANSITION GUTTER PAN SLOPE C/ TO 20:1 THROUGH RAW LENGTH TRANSNION GUTTER PAN SLOPE 12A TO 201 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20:1 \ 1:: I MA �- V-0" MIN SHAPE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB ♦8 - I MA% 20-1 ,. Yif ., EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT SECTION A -A DETECTABLE WARNING SURFACE PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF S. 2. THE REOUIRED LENGTH OF A PARALLEL RAMP IS LIMTED 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 B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 e 3 6 9 4 B 12 5FE O 15 6 4 15 IROSSWALK 48'I MAY. MASS CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP CROSS' II II CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP N i F XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFII ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 204.03 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION A PERMISSIBLE CONSTRUCTION DOWEL. S" LONG 0 IT' C-C B ANSITION GUTTER PAN SLOPE A TO 2011 THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20:1 TO 20:1 THROUGH RAMP LENGTH 8'-0" Min. 4'-0" Min. BACK OF CURB 12:1 MAX. 48:1 MAX. 2011 z-MAR"' SECTION A -A PERMISSIBLE CONSTRUCTDN JOINT SECTION B-B NOTES I FOR GENERAL NOTES UN THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REOURED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION. 3, GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2011 AT THE RAMP OPENING. 4, DIAGONAL PLACEMENT IS NOT PERMITTED. ONE DIRECTION WITH BUFFER STRIP TYPICAL DESIGN TYPE A Fil SPECIFICATION REFERENCE 105 502 504 CG-12 WP-2 TACK COAT THE PROPOSED 2' MIN. CLEAR ZONE (TYP_ LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE(PER GEOTECHNICAL REPORT) L4" CLASS A CONCRETE (3000 P.S.I. (d 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 12"* +•t EDGE E%PAVEMENT EDGE DETERMINED IN FIE CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I1/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x 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 THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS, THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED 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(o) OF THE SPECIFICATIONS. xvooT ROAD AHD BRIDGE STANDARDS PAVEMENT WIDENING VNIGMA DEPARTMENT OF TRAISPORTATKM 316 SHEET 1 OF 1 REVISION DATE 30302 DI -I 1/z SECTION CAST IRON I/2 SECTION STEEL H,����•� 2'-7- NOTES LUGS TO BE CAST WITH COLLAR T T-31 ,. L 21/2" x 2%p' X /:' 10, 4^ LONG J" I. DEPTH OF INLET (H) TO BE SHOWN ON 5i.�.FORODEPTH GREATER THAN 10'USE 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF in CAST GALV. ONE WELDED IRON STEEL JOINT THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL N BRACE RIBS 66 3 ' WELD ALL 43.6 LBS CONNECTORS 3 LBS I TO COLLAR PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING LUGS :CONNECT 3, WHEN SPECIFIED ON Tiff PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1 THE COST OF a, T FURNISHING AND PLACING ALL MATERIALS 2-7 9/IS . TO INCLUDED ININCIDENTALTOT14EHBID PRICESHAPID FOR THEE I WITH BUFFER STRIP 4'-2" yi, X III/i. X 4- j I y= X 4 STRUCTURE. PLAN LUGS L 12" 9V ' I STUD SHEAR 4. IN TKE EVENT THE INVERT OF THE (GRATE REMOVED) F -I CONNECTORS OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A+ BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING im COLLAR DETAIL IDENTAL I ^ MIN RAISED TO SHAPNG I�N5TTO BE INCLUDED CtTTERING 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 EXAMPLE INSTALLATION METHODS - cAsi IRON ONLYSTANDARD ST-1. SEE PLANS FOR LAYOUT DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST DETAIL A D 1 IN -PLACE 4'-2" HARDWARE 2 6 7. M4 X 8" SMOOTH DOWELS AT `1 1'-3" SEE DETAIL APPROXIMATELY 12" C-C TO BE ff9m�I�� $$ 77 �CLOTH X I 4" DEPTH AGGR- I PLACED 7 ALL AREAS ADJACENT �� I - TO ABUTTNT. CONCRETE TO PREVENT �k68. Q6 OR SETTLEMENT. IN LIEU OF DOWELS LULU LULU "° a k8 X 6" WIDTH A 2"X4" NOTCH MAY BE PROVIDED. N na as O3 �` N SEE STANDARD T-01-3,4 FOR SEE IN HOLE ` m ALTERNATE DESIGN. roN D, COLLAR AMETER WEEP HOLE S 6. 3" DIAMETER WEEP HOLE WITH MESH " x 5 i i PLASTIC HARDWARE CLOTH /4' MESH U - 12" H OR GALVANIZED STEEL WIRE MINIMUM TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK FICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION s 3 12"-15"-18" OR 24" WIRE DIAMETER H ANCHORED I MES­ HARDWARE CLOTH MICHORED FIRMLY CRO SWI TO THE OUTSIDE OF THE STRUCTURE �I II TYPICAL PLACEMENT D ° "°41 - 9 CAST IN PLACE CONCRETE IS TO BE AT INTERSECTION m ° °' CLASS A3 13000 PS) PRECAST > CONCRETE IS TO BE 4000 PSI, WITHIN CROSSWALK �I_ (WITH BUFFER STRIP) SECTION A -A �. ��. D ANr ALTERNATE METHODSOF E ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B I Q MEETING THE APPROVAL OF THE ENGINEER Z!. MAY 8E SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. \V DOT 12" CONCRETE PPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT yi t'F CAST IRON I. MP WASTE N TO WATERWAY 15 CONCRETE PPE - t.528 CV. YD, CONCRETE Y+, GRATE 363 ± 18 LBS 1 LETTERING IS REOURFRED ON AL-1 ROAD AND BRIDGE STANDARDS 18" CONCRETE PPE - L620 CU. YD. CONGESTS 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAT REVISION DATE SHEET 2 OF 5 SECTION C-C SECTION D-D VARY BY MANUFACTURER. 04/T9 204.02 ADDI IONALL FOOT OFEDEPTH. GRATE DETAIL VDOT STANDARD DROP INLET REFEREN ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 g R. H� 0 § gg LU WLU ? W GO U1 g5 (D 2r Z VJ U W z W U (DULU � $N �zWLUDn>W z>z 0O DCU gg 1- W ¢ 2 W M �W_Qof�(DU o (/3xm¢CO Z DO g W z Z r s� OQ dQ 0 ggId0 Ee CD Do Do W GO Of > aZNa� JLU ~ a� �M S� REVISIONS REV DATE COMMENT CHECKEDBY 6I18/2020 DRESS COUNTY JPN COMMENTS RTY 2 9/11/2020 DRESS COUNTY JPN COMMENTS RTY 3 10/20/2020 DRESS VDOT JPN COMMENTS RTY Know whan below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. NOT APPROVED FOR CONSTRUCTION THISDRAWING IS MENDED FOR MJNICPALAN DORAGENCY REVIEWANO APPROVAL ITIS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTTIERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03118/2 220 CAD I.D.: 1 PROJECT. MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com rvti "TH rim Lic. No. 0402056625 t1 10/2012020 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER'. C-801 REVISION 3 - 10/20/2020 4"x4" WOOD POST 8'-0" O.C. 1 "x6" WOOD SLATS 2"x4" STRINGER (VERTICAL) (2 TYP.) 0 m FINISHED GRADE '=1 I I=1 I I •� III=1 I I=1 11=1 � I —I I "' �` I I- " `' 1-� ' 1. —LI f=11 r't: —111 11 Z_ CONCRETE BASE —I I111 -1I IJII I' NOTES: 12"0 MIN. 1. ALL LUMBER TO BE PRESSURE TREATED. 2. USE 6"x6" 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 I I I 8 A SHL36SMRElWS-03 36" WHITE POST WITH TWO 3" WIDE SILVER HIGH INTENSITY FLEXIBLE PRISMATIC REFLECTIVE BANDS. SURFACE MOUNT BASE. OPTIONS: • REFLECTIVE COLOR/TYPE 1.888.323.6374 Safe-Hit.com I Trinity Highway.com REFLECTIVE BANDS OR STRIPS 1ei`A drKal IM N TRINITY 14 OF Ahead of the Curve' BOARD ON BOARD FENCE TO BE INSTALLED AROUND THE PERIMETER 5'-9" 5'-9" N 5'-9" 5-9" OF THE ENCLOSURE O O O O O O O O O 2'4" 5-0" 6-0" 6'-0" 4'-6" a o F— —1 F — O F_ O 1'-2„ W W Z w ELI wLU LU o O , 2'-3" 2'-0" 2'-3 7/16" O z 3'-911/16" q o w Z Ed o w I( / \ / 50" 18' 0" 23'-0" CENTERLINE TO CENTERLINE DUMPSTER DETAIL NOT TO SCALE DUMPSTER ENCLOSURE EXHIBIT J m z W Z W W (n W C7 E=- n U F_ 1W � F W Q S W Z �>zUwLnO z Q Z�� W ozgQa,_o za�co��m 0zOna� > a Of U w w REVISIONS REV DATE COMMENT DRAWN eY HECKED BY 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 • Know what's below. Call before you dig. It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION ' THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND ' APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: El N 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 BOHLER9 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax (540)349-0321 TN Lic. No. 0402056625 10/20/2020 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-802 REVISION 3 - 10/20/2020 Page 6H-16 September 2019 Page 6H-40 September 2019 0 NOTE! 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. 2. CONTRACTOR TO UTILIZE TTC-162 DURING THE ALLOWABLE WORK HOURS 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. Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.2) Lol 1 s Standard 1. For required sign assemblies for multi -lane roadways see Note 1, TTC-4.t Guidance 2. Sign spacing should he 130W--1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W--800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 3. When work takes tip 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 late should be closed. Unless the lane encroachment analysis permits a remaining lane width of IO feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. ODtion: 4. The ROAD WORK AHEAD IW20-1) 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, orl 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 he 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 m h Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S2W/80 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=S2W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S2W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 84n Limited Access highways shall use a 1000' merging taper regardless of the posted speed, a taper for posted speeds < 65 mph and a 1 DOW shiftingtaper for posted speeds > 65 Shoulder Taper = G L Minimum 8. Channelizing device spacing shall be at the following: ChannelizingDevice Spacing Location Location Spacing Speed Limit m h Location Spacing Speed Limit m hSpacing M 035 36+ 0-35 36+ Transition Travelwa 40' 80' 'Const action Access 80' 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access per'A mile. 9. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall he 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 (TIM11.A) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 12. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision I - 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 1: Revision 1-4/1/2015 2: Revision 2 - 9/1/2019 Shoulder Operation with Minor Encroachment (Figure TTC-5.2) i ® G20-2 (V) 500' ± 80'- 120' TN\-, \SHADOW VEHICLE J2% REQUIRED TMA OPTIONAL SEE NOTE 11 TILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 10 TYPE B OR C O SEE NOTE 7 O CHANNELIZING O DEVICES SPACING SEE NOTE 8 SEE NOTE 2 RIGHT SHOULDER W21-5aR CLOSED SEE NOTE 2 RIGHT ttos[D W21-5bR AHEAD 7-S EE NOTE 2SHOULDER ROAD �• WORK W20-1 AHEAD Page 6H-17 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadway (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 350, 500' where the: posted speed limit is 45 mph or less. 3. When closing a lane, a PCMS should be used in advance of the first warming sign if all of the left side signs cannot be installed.' 4. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of7he transition, based on the posted speed limit and at least equal to or greater than the values in Table 611-3. 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 beat the following: Taper 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 1 115 125 1 L=S2WI60 50 450 500 550 600 L=SW 30 135 150 165 180 L=S W/6o 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 2951 320 1 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 1000' met in taper regardless of the posted speed. Shiffing Tapers see Table 6H-2.2 Shoulder Ta r = % L Minimum 7. Channelizing device spacing shall be at the following: ChannelizingDevice Spacing Location Spacing Speed Limit m h 0 -35 36+ Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0-35 1 0 -35 1 36 + Transition 1 20' 1 40' 1 Travelwa 40' 180. 1' ConstrucUon nccess1 80' 1 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access per Y4 mile. S. 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 (sec Figure TTC-18). 9. The buffer space length shall be shown in Table 6H-3 on Page 61111-5 for the posted speed limit. 10. A shadow vehicle with either a Type R 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. O ionr 13. PTRS and their supporting signs 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.' 14. The supplemental PTRS may be eiinlinated.' 1: Revision 1-4/112015 2: Revision 2 - 9/1/2019 September _1019 Page 6H-41 Outside lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2) ttrlD i ROAD WORK 500'+ SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 10) SUPPLEMENTAL PTRS OPTIONAL SEE NOTE 14 - sssssss� SEE NOTE 2 SEE _ NOTE 2 I � 6 ;1 SEE NOTE 2 R4-V7L KEEP 6 LEFT SEE NOTE 2 RICN1 UNE �._6 CLOSED AHEAe SEE NOTE2 W20-V28L SEE REQUIRED NOTE WITH PTRS RUMBLE STRIPS - AHEW SEE NOTE ROAD WORK MEAD 2: Revision 2 - 9/1/2019 PCMS- SEE NOTE 3- FND RDAD WORK PTRS SPACING (CENTER TO CENTER) POSTEDISTAMORY SPEED LIMIT S40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET ILLUMINATED FLASHING (AMBER CAUTION MODE TYPE B OR C ILLUMINATED FLASHING ARROW BOARD TYPE C SEE NOTES 4 $ 8 W4-2R W9-3R PTRS OPTIONAL SEE NOTE 13 W20-V28R REQUIRED WITH PTRS W20-V26 REQUIRED WITH PTRS W 20-1 W X O m c0 z Lu w w rn z UT, w W M0 V-' U� (DZwwCnjw z>cD�Luo�rn Fw¢x LEI J> Z U w CD N farm 0o'aaz�ir U Z Q < - O U a o rn of Z U) > J U ELI REVISIONS s REV DATE COMMENT 6I18/2020 DRESS COUNTY COMMENTS2 9/11/2020 DRESS COUNTYCOMMENTS3 A 10/20/2020 DRESS VDOT COMMENTS I Know what's below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. I NOT APPROVED FOR I CONSTRUCTION TRISDRAWINGISnIETNEb FORMUNICIP LANWRAGENCYREVIEWANO APPROVAL ITIS NOT INR M ASACONSTRUCTION 000UMUTUNLE$S wmcA OE ERMSE. 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 BOHLERY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH Lic. No. 0402056625 10/2012020 SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER: C-803 REVISION 3 - 10/20/2020