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Home My WebLink AboutSDP202000004 Plan - Revision 2021-04-13CONTACT INFORMATION REFERENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: ALTAINSPS LAND TITLE SURVEY, SHAMIN HOTEL STATE FARM ROAD ALBEMARLE COUNTY, VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV11720653. DATED 426118 ZONING MAPAMMENDMENT: ZONING MAP AMENDMENT 2018-00005 FOR PT HOTEL, LLC 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VA PREPARED BY BOHLER ENGINEERING PROJECT NO. V172065 APPROVED: JUNE 19, 2019 VIRGINIA STORMWATER MANAGEMENT PLAN VIRGINIA STORMWATER MANAGEMENT PLAN FOR HAMPTON INN VSMPANP02019-00047 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VA PREPARED BY BOHLER ENGINEERING PROJECT NO. V172065 DATED: AUGUST 2,2019 REVISED: NOVEMBER 25, 2019 GOVERNING AGENCIES ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT CONTACT: TIM PADALINO, AICP - SENIOR PLANNER 401 MCINTIRE ROAD, NORTH HANG CHARLOTTESVILLE, VIRGINIA 22904-4596 (434) 2W5832 EXT. 3088 (P) VIRGINIA DEPARTMENT OF TRANSPORTATION CONTACT: ADAM MOORE, P.E. - ASSISTANT RESIDENT ENGINEER - LAND USE 701 VDOT WAY CHARLOTTESVILLE, VIRGINIA (434) 422-9782 (P) UTILITIES ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 CONTACT: RICHARD NELSON (434) 9774511 (P) DOMINION POWER 1719 HYDROLIC ROAD CHARLOTTESVILLE, VA 22901 CONTACT: JUDY MATTHEWS PHONE: (434) 972 - 6738 E-MAIL: KELVIN.M.PARKER@DOMINIONENERGY.COM GAS CITY OF CHARLOTTESVILLE 3054TH ST NW CHARLOTTESVILLE, VA 22903 CONTACT: CHRISTIAN CHIRCO PHONE: (434) 970 - 3811 E-MAIL CHIRICOCQCHARLOTTESVILLE.ORG COMCAST 324 W. MAIN STREET CHARLOTTESVILLE, VA 22903 CONTACT: PHILIP PERRY PHONE: (434) 951 - 3812 E-MAIL: PHILP PERRY t@COMCAST.COM FINA SIT P AN LOCATION OF SITE 1628 STATE FARM BOULEVARD TAX MAP 07800-00-00-06500, 07800-00-00-06400 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA Fnn6 Ild" c ro o A �a 2 _ pnaro Wry od $ OI/mqa Dr N e,J.J q esnl /r ��P�a De n tl0 `pL k'hgy `'^xa aoik tt`° y o` s ap a wY, 9 s m ,+ " e _ a, s w SITE °os MPS E6 _ F� v � a ra N yam, ]LOCATION MAP COPYRIGHT 2016 MICROSOFT CORPORATION SCALE: 1" = 2,000' OWNER/DEVELOPER PT HOTEL, LLC 2000 WARE BOTTOM SPRING ROAD CHESTER, VA 23836 MICHAEL SWEENEY 804-777-9000 IvIsmaclimmuclimm TM M T 0 7-7 TM c1-2 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: JOHN C. WRIGHT, P.E. KIEET INDEX EX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES C-102 - C-103 PROFFERS C-104 BUILDING ELEVATIONS C-105 - C-106 ALTA/NSPS LAND TITLE SURVEY SHAMIN HOTEL C-107 DEMOLITION PLAN C-201 SITE PLAN C-301 FIRE LANE PLAN C-302 MAINTENANCE OF TRAFFIC PLAN C-303 SIGHT DISTANCE PROFILES C-304 GRADING PLAN C-401 OVERALL UTILITY PLAN C-501 UTILITY PLAN C-502 UTILITY PROFILES C-503 LANDSCAPE PLAN C-701 LANDSCAPE NOTES AND DETAILS C-702 TREE PRESERVATION NOTES AND DETAILS C-703 LIGHTING PLAN C-801 LIGHTING DETAILS C-802 CONSTRUCTION DETAILS C-901 - C-902 WATER AND SEWER UTILITY DETAILS C-903 TOTAL: 24 APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT zi k B z s� DJ =� UU W aw z �� co z Ea W O U UEa z0 Of P: of<o nSmaQzf a p= zcn2 W zp: 0Of zof< 0 Q Of 0cl)aZ ; J d Qw —J F H o 05 os REVISIONS REV DATE COMMENT DHMN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 PROJECT: ]FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3131 /2020 SHEET TITLE: COVER SHEET SHEET NUMBER: C-101 REVISION 3 - 3/31/2021 H:\1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:39 PM LAST SAVED BY: CHEDGES GENEf�AL MOTES (Rev. 1/2019) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA(HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER ENGINEERING, 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 N TR TI N NTRA T D MENT IN L DIN B T N T LIMITED T ALL F THE DRAWIN AND COS UC O CO C OCU S C U G U O O O GS 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 LATE T EDITI N F THE D MENT AND/ R REP RT REFEREN ED WITHIN THE PLAN REFEREN E ARE BEIN ED F R S O O OCU S O O S C C S G US O CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER ENGINEERING 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 ENGINEERING SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ENGINEERING 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 ENGINEERING, 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 ENGINEERING 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 ENGINEERING 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 ENGINEERING HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER ENGINEERING SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER ENGINEERING 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 ENGINEERING, 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 ENGINEERING 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 ENGINEERING 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 ENGINEERING 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 ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER ENGINEERING 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 ENGINEERING 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 ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER ENGINEERING 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 ENGINEERING 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 ENGINEERING'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER ENGINEERING 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 ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING 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 ENGINEERING'S ATTENTION. BOHLER ENGINEERING 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 ENGINEERING 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 ENGINEERING 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 ENGINEERING 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 ENGINEERING PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER ENGINEERING 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 ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER ENGINEERING PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. SITE LAYOUT NOTES (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (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. GL2ADING NOTES (Rev.,/20,9) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2019) 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 ENTRANCEIEXIT 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 BEVELAT 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 At 17.1-2009 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. DEMOLITION NOTES (Rev. 112019) SOIL EROSION & SEDIMENT CONTROL PLAIT NOTES (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY IES PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" MUTCD AND THE FEDERAL STATE AND LOCAL REGULATIONS. 4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND/OR BOHLER ENGINEERING 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 ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNERIDEVELOPER, 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 ENGINEERING, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED 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.1/2019) 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. THIS 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 ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES. 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK ALL OF THE ABOVE OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNER'S. 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. 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. 8. 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. 9. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT REGARDING ANY AND ALL POWERS SOURCE FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE VA GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL CLEARING AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY2.55 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES (Rev.,/2019) 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 NY 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. w a x 0 0 z F.I P4 W W z FBI 0 z W (D Z D_ W W W U) Z F W W O U U Z w F� W j WC7�U-U� (A - Z W W W O - � Z )-C7~ W 2fn 0 F W Q 2 W Z Z) of Z U LIJ c/) O (n7�QQZQ Z U) W - F Z � H O d - tY 0 UzaQa~O �UU)2a Z J Q D D LU z OZU)aa d J W U W I- U) 15 s REVISIONS REV DATE COMMENT DHAWN BY HECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 PROJECT: ]FINAL SIT�Ey PLAIT D®C �l.J MEl�f T� FOR PT ]MOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA B HLER O E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com N C. WRIGHT Lic. No.046960 3131 /2020 SHEET TITLE: 1�0TES SHEET NUMBER: C-1®2 REVISION 3 - 3/31/2021 H:\17w172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:39 PM LAST SAVED BY: CHEDGES STANDARD DRAWING LEGEND STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET LIMIT OF WORK LIMIT OF DISTURBANCE FOR ENTIRE PLAN SET AC ACRES EX/STING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ADA AMERICANS WITH DISABILITY ACT ONSITE PROPERTY LINE / R.O.W. LINE ARCH ARCHITECTURAL BC BOTTOM OF CURB - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - BF BASEMENT FLOOR BK BLOCK EASEMENT LINE BL BASELINE BLDG BUILDING - SETBACK LINE BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CIF CUBIC FEET CONCRETE CURB & GUTTER CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE DEPRESSED CURB AND GUTTER CONIC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS -� UTILITY POLE WITH LIGHT DEC DECORATIVE POLE LIGHT �� IDEPRESSED DIP DUCTILE IRON PIPE TRAFFIC LIGHT DOM DOMESTIC ELEC ELECTRIC O UTILITY POLE O ELEV ELEVATION EP EDGE OF PAVEMENT TYPICAL LIGHT ES EDGE OF SHOULDER .,4 4` ACORN LIGHT EW END WALL EX EXISTING TYPICAL SIGN FES FLARED END SECTION FF FINISHED FLOOR X PARKING COUNTS FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) - -770- - ------------- 169------------ CONTOUR LINE 190 187 GH GRADE HIGHER SIDE OF WALL TO 516..4 OR 516.4 SPOT ELEVATIONS 616.0 C 516.0 PLLI5.5 GL GRADE LOWER SIDE OF WALL GIRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY LABEL SAN # HP HIGH POINT STORM LABEL # e HOR HORIZONTAL HW HEADWALL SL SANITARY SEWER LATERAL tt INT INTERSECTION INV INVERT /y UNDERGROUND WATER LINE W LF LINEAR FOOT E UNDERGROUND ELECTRIC LINE E I LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE C UNDERGROUND GAS LINE 0 LOS LINE OF SIGHT LP LOW POINT -------- Oy OVIEMRHHEAD RE ^vH us LANDSCAPE MAX MAXIMUM T UNDERGROUND TELEPHONE LINE T MIN MINIMUM C UNDERGROUND CABLE LINE 0 MH MANHOLE MJ MECHANICALJOINT STORM SEWER OC ON CENTER PA POINT OF ANALYSIS S SANITARY SEWER MAIN $ PC POINT CURVATURE HYDRANT Yf PCCR POINTOFCOMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION O SANITARY MANHOLE O POG POINT OF GRADE O STORM MANHOLE �� I I\O / PROP PROPOSED PT POINT OF TANGENCY ® M WATER METER 0 PTCR POINT OF TANGENCY, CURB RETURN WV WATER VALVE • PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION GAS VALVE PVT POINT OF VERTICAL TANGENCY ® GAS METER ® R RADIUS RCP REINFORCED CONCRETE PIPE TYPICAL END SECTION RET WALL RETAINING WALL I RIGHT OF WAY �I p� �I HEADWALL OR ENDWALL OR� S SLOPE O GRATE INLET O SAN SANITARY SEWER SF SQUARE FEET Q� CURB INLET STA STATION STM STORM O CLLEEATN OU O SNV SIDEWALK TBR TO BE REMOVED O ELECTRIC MANHOLE O TBRL TO BE RELOCATED O TELEPHONE MANHOLE O TC TOP OF CURB TELE TELEPHONE EB ELECTRIC BOX TPF TREE PROTECTION FENCE TW TOP OF WALL ER ELECTRIC PEDESTAL P TYP TYPICAL UG UNDERGROUND UP UTILITY POLE ® MONITORING WELL ® W WIDE W/L WATER LINE YYY TEST PIT YYY W/M WATER METER 3 PLUS OR MINUS BENCHMARK ® DEGREE BORING 0 DIAMETER # NUMBER 1,. mA, ! d, ♦ '.�I ♦ '�� : 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). VDOT GENERAL NOTES REVISED: 8/2017 1. VDOT APPROVED EXCEPTIONSNVAIVERS (MUST BE INCORPORATED IN THE PLAN): • ACCESS MANAGEMENT - DATE OF APPROVAL: N/A • SSAR- DATE OF APPROVAL: N/A • DESIGN WAIVER - DATE OF APPROVAL: N/A • OTHER - N/A DATE OF APPROVAL: 2. SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK WHERE APPLICABLE OR WRITE N/A): • CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT ROAD OR TO A STUB OUT) • STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE) N/A 3. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS,THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 4. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 5. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 6. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 7. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY. 8. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS Al THE PONDING OF ANY WATER IN THE ROADWAY. 10. STANDARD GUARDRAILS Al HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 11. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING Al SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 12. PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FOR PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6" OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100% OF THE THEORETICAL MAXIMUM DRY DENSITY. 13. ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2. 14. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 15. FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, Al BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT WILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER Al DEVELOPER. 16. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 17. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 18. DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MUTCD. ]PROPOSED EASEMENT LEGEND SI SIGHT DISTANCE I STORM DRAIN SWM FACILITY - SANITARY SEWER �L WATER PUBLIC ACCESS I COMMON SHARED IE INGRESS -EGRESS I PUBLIC UTILITY VARIABLE WIDTHS VA ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE ]PLANS PARCEL NUMBERS: 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 ZONING AND OVERLAY DISTRICTS: ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ASSOCIATED PLANS: SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. MAGISTERIAL DISTRICT: 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED PROPOSED USE: EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. SITE AREA: 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM BUILDING YARD SETBACKS: ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 RESIDENTIAL OR BETTER ARE TO BE ACHIEVED. FRONT SIDE(WEST) 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE SIDE (EAST) ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY REAR IN ORDER TO STABILIZE A DRAINAGE CHANNEL. BOUNDARY) 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL PARKING CALCULATION: 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. PARKING SUMMARY: 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ADA PARKING: 9. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. SPECIAL LOT (PARK) Al HOTEL USE: 10. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. IMPERVIOUS AREA: ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. TOTAL LOT AREA: 11. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 12. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. HEIGHT OF ALL STRUCTURES: STEPBACKS: APPLICATION PLAN NOTES: PROPOSED DEVELOPMENT- MIXED COMMERCIAL (PD-MC) THIS SITE DOES NOT LIE IN AN OVERLAY DISTRICT ZMA201800005 - APPROVED 6/19/19 RIVANNA DISTRICT HOTEL 4.41 ACRES PERMITTED PROPOSED 10' (MIN) 30' (MAX) 30.00' (PORTE COCHERE) 50' (MIN) 83.75' 50' (MIN) 115.11' 50' (MIN) 80.17' (TO FUTURE PARK LINE) 301.35' (TO CURRENT PROPERTY 1 SPACE/ 1 ROOM. 109 ROOMS = 109 SPACES REQUIRED PROVIDED 109 SPACES 118 SPACES 5 SPACES 5 SPACES REQUIRED PROVIDED N/A 2.00 ACRES- (45.5% N/A 2.41 ACRES (54.5%) N/A 1.70 ACRES (38.5%) N/A 4.41 ACRES "TO BE DEDICATED TO COUNTY AT FUTURE DATE MAXIMUM PROVIDED 65' MAX (6 STORIES) 65' MAX FOR EACH STORY ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. THE PROPOSED HOTEL WILL COMPLY WITH THE APPLICABLE MINIMUM FRONT SETBACK REQUIREMENTS AND WITH THE APPLICABLE TERMS AND DETAILS OF ZMA201800005. 1. THE PROPOSED HOTEL WILL BE IN GENERAL ACCORD WITH THE BUILDING ELEVATIONS SHOWN ON SHEETS 4 AND 5 OF THE APPROVED APPLICATION PLAN FOR ZMA201800005. 2. THE FACADE TREATMENT OF THE PROPOSED HOTEL WILL BE IN SUBSTANTIAL CONFORMANCE WITH "EXHIBIT 1" FOR ZMA201800005. 3. MEMBRANE ROOF COLORS MUST BE TAN OR BROWN, SUBJECT TO APPROVAL BY THE DIRECTOR OF PLANNING. fq k a� Z g� W W � a Z W W w5 H U = Z SW V) _ W 0 2 U- U> 9 UE ZW WW E¢ Z r 0� U W 0 � >Z0JUO 52 (n72QQZQ Z c/l 2 W z p: «p OzQQQF0 Q Of EL � J 0 Qw U J ~� H o o� os REVISIONS REV DATE COMMENT DRAWN By CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 r PROJECT: ]FINAL SITE ]PLAN DOCUMENTS FOR PT ]MOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: GENERAL NOTES SHEET NUMBER: ER I- 1 0 3 REVISION 3 - 3/31/2021 i:\1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:39 PM LAST SAVED BY: CHEDGES Al ORDINANCE NO. 19-A(5) ZMA 2018-00005 try p AN ORDINANCE TO AMEND THE ZONING MAP FOR TAX MAP PARCELS 07800-00-00-1164110 and 07800-00-00-06500 COUNTY OF ALBEMARLE Department of Community Development WHEREAS, the application to amend the zoning map lift Tax Map Parcel 07800-00-00.06400 and 07800- 1 401 McIntire Road, North Wing 00-00-06500 is identified as ZMA 2018-000115, Proposed Hotel ("ZMA 2018-00005"); and Charlottesville, Virginia 229024596 1 Phone (434) 296-5832 Fax (434) 972-4126 WHEREAS, ZMA 2018-00005 is a request for approval of an Application Plan pursuant to County Code § I8-8.5.5.5a for the two Tax Map Parcels identified above, which are within a previously -established Planned District 7 July 22, 2019 Mixed Commercial (PD-MC) planned development district and for which an application plan was not previously John C. Wright, P.E. approved, in conjunction with the proposed development of 109-ratan hotel; and (j 8 t 1 I Bohler Engineering VA LLC WHEREAS, on May 28, 2019, after a duly noticed public hearing, the Planning Commission recommended t t 28 Blackwell Park Lane, Suite 201 approval of ZMA 2018.00005; and 8 Warrenton VA 20186 r 1 WHEREAS, on June 19, 2019, the Albemarle County Board of Supervisors held a duly noticed public A ' ' hearing on ZMA 2018-00005. _ RE: ZMA201800005 Proposed Hotel BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon f consideration of the transmittal summary and staff report prepared for ZMA 2018-00005 and their attachments, ' _ Dear Mr. John C. Wright, including the proffers and the application plan, the information presented at the public hearing, the material and —�` relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18.8.5.5.5.a, 18-24.2.1(2), 18-25A.2.1(1), and ' ' 1 On June 19, 2019. the Board of Supervisors took action on your Zoning Map Amendment Application on TMP I8-33.27(B), and for the purposes of public necessity, convenience, general welfare and good zoning practices, the a j 07800000006400 and 07900000006500 in the Rivanna Magisterial District, The Toning Map Amendment Board hereby approves ZMA 201 M0005 with the proffers dutal June 4, 2019, and the application plan entitled II Application was approved by the Board's adoption of the attached ordinance and proffer statement. "Zoning Map Amendment 2018.ON05 for PT Hotel, LLC," prepared by Bottler Engineering, dated April 15, 2019. L 7 = Please be advised that although the Albemarle County Board of Supervisors took action on the project noted + * + I ° ' above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: I, Claudette K. Rorgersen, do hereby certify that the fon;going writing is a true, correct copy of an Ordinance e • compliance with the terms and details of the 7.ONINC MAP AMENDMENT, inclusive of duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as rmorded below, al � - - a, r��-', ` • 4, � a meeting held on Jute 19.2019. commitments that were handwritten onto the proffered Application Plan and corresponding "Exhibit 1" and signed by an authorized agent during the June 19 Board meeting; and wt� • approval of and compliance with a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. / 1 If you have questions regarding the above -noted action, please contact Rebecca Ragsdale at 296-5832. Clerk, Board of County Susots &r Nay Sincere) PAU�� Mc Dilli,,arcro A A♦a s • �• Z�„ a� S �. s -.. _ ...�,e.o` Mr. Gallaway i�aatt<� ■tea 7a11�>Wa �emMerr>�- 'r--� �.ca�.ae.e•�._ : - — Ms.MKIICk Y SIa Mr r s'�_'� r' ' a" i•••- -: - Tim Padali AICP rl� r Ms. Palmer) Y 1 Senior Planner Mr. Randolph Y Planning fi°T HCYTEZ t L1._c Cc: Kimco, LC 1510 E High Street Charlottesville VA 22901 Mike Sweeney PT Hotel LLC 200 Ware Bottom Spring Rd Chester VA 22936 File ZMA201800005 Attachments Ordinance and Proffer Statement k S$ a� Z s W =� W W aw Z F W5 Z W(9 2 U U of s (DzW Writ>W a¢ Z r C7 � WO of U) " pw<m�>QWJWO rnZ)2QQz¢ p= Ztn2WZF� f)ZOf< 0Of ga Q Of Z W Z d J F € BE os REVISIOINS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • 1 Know what's below. Call beforeyou dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 PROJECT: �7 ]FINAL I SITE PLAN Pastops Hotel -State Farm Boulevard subdivision plat, and the Owner shall be responsible for the cost of a survey and preparing DOCUM ENT5 the deed to convey the Reserved Land to the County. I —FOR — ZMA 2018-00005 PROFFIRSrAIIAIE r PT HOTEL, LLC Witness the following signature: (late: June 4, 2019 ZMA#: ZMA 2018-00005 Tax Map Parcel #: 07800-03-00.06400 and 078CO-00-00 06500 Owner of Record: Kimco, LC KIMCO, �+ PROPOSED HAMPTON INN a Virginia limited liability company Approximately 4.42 acres to be rezoned from plumed Development Mixed -Commercial ("PD-MC") VA STATE FARM BOULEVARD to PD-W with an Application Plan. RIVANNA MAGISTERIAL DISTRICT PP Zi ALBEMARLE, VIRGINIA the following pmu:ls arc -0000 subject to rezoning application ZMA 20185 (the".Application') andName: thus to this proffer statement: Tax Map ParrAs 07800-00-00-06400 and 07800-00-00.06500 (the 'Property"). The Owner of the Property is Kimco, LC (the "Owner). The Applicant and contract Title: purchaser of the Property is PT Hotel, LLC. �a.,��M B O H L E R _ E N G I N E E R I N G The (Tuner Kerr by volun arily proffers that if the Albemarle County Board of Super visors acts S oN EN' GLE to a the Application. as rested the Owner and its successors and assigns shall develop the NOTARY PUBLIC 28 BLACKWELL PARK LANE, SUITE 201 approve pP requested, g P Property in accord with the following proffers pursuant to Section 15.2-2203 of die Code of Virginia, Com Rep a265730irpinia WAR hone: , VIRGINIA 20186 Commission Expires r1 31 •1 D Phone: (540) 349-4500 0321 19SQ as amended, and pursuant to Section 33.22 of the Albemarle County Zoning Ordinance. These --- Fax (540) 349-0321 conditions are voluntarily proffered as part of the Application, and die Owner acknowledges that (1) the 1� L .. '�rt�— VA@Boh/erEng.com rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable lO l la 119 relation to the rezoning requested 37203047 6 ki i „_ In the event the Application is denied tic proffers shaa immediately be null and void and of no further force or effect. 1. Development of the Property shall be in general accord mitt the plan entitled "Zang Map Amendment 2018-00005 for PT Hotel, LLC" prepared by Bolder lingincering dated June 18, 2018, last rct iscd April 13, 2019 (the "Application Plan"). �. The Owner shall reserve the a-ca shown as "Proposed Easement for Future Park (2.0 Acres I /-)" on Sheet 3 of the Application Plan (the "Reserved Land") for future dedication for public use for a public park and/or a connection to any future park to be constructed on a parcel or parcels adjacent to the Property. Upon the writter request of the County, the Owner shalt dedicate in fee simple to the County the Reserved Land to permit the constniction by the County' of public access trails or other pedestrian connections from the Reserved Land to the future park. Such dedication shall occur alter final site plan approval. after ssuance of Cc-tificate of Occupancy for the proposed hotel use on the Property, and after delivery by the County to the Owner of a written request for such dedication (the "Dedication Request Notice"i. The dedication shall be corrplctec within six (6) months after delivery of the Dedication Request Nonce. The Reserved Land shall be dedicated by 2 )HN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: PROFFERS SHEET NUMBER: C-1®4 H:\1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:39 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 0 15 to 0 0 11 10.5 10 0 0 000 0 0 0 0 I MET GRAVEL STOP SEE ROOF— ME- GRAVEL STOP SEE ROOF MET COPING SEE ROOF DETAILS MET GRAVEL STOP SEE ROOF 7- DETAILS pY) DETAILS ;TYP) �v DES COLOR #1(TYP; DIES COLOR #2(TYP) EIFS BRICK COLOR11(TYP) EIFS COLOR #2(TYP)-�-IFS CDLOR#2(TYR) (TYP) IRS BRICK CLOR;1(YR)� DETAILSfiYPl TIL4FN>F (N) 1 - CV-'7 oj�` �I - - T._: ------// EIFS COLOR #1,TYP1-' -J- ,i I --I ro. am �nP ROOF �TE61 rnFFh r.F EIFS COLOR #2 P _ I CAP ROOF STEEL FRAMNG — 1 I y AANING �� 60-27tT AFF. IV TO. ROOF FRAMING �-.� I- 7 t —��r; -�- � m ROOF FRAMING -c T _� - 44 � 4444 I EIFS COLOR#2(TYP) OiL --- L-I _ _ J LJ J J L� I- LJ I_ 1 - �,nEaFLaoRFEnAMNG 0� - - rt - - j - - - --- - - =r_ - o.sRRDOAtm�ulNc PAINTED HARDI PLANK ILI IRS COLOR #2 pYP) rr E:A kE=l [Ffl �1�� 8 i/2'Arf --- —. T0.5THFLOOA FAAIdNG '—� - �.. . -. -.-. -. -,_„- - - — — — iA. SIH ROOA FRAMING ��LL' �-� ,v— P4INTECFAHD PLANK EIFS COLOR #2 (RE) �_ L iiai r'nPF I _ - 31'z1nAF.T. O, cr,{FLOOR FAAMNG ^ � — - ` A \ TA 4TH RODA NUMING w c LT STONET0IMTCH 31. MAAIHAJEFFERSOfJHOSPITAL -ter r- _ P r�- T t 21-101R REF. r—�I T� 21-101/2 REF. �T0, 3AD FLOOR FReM NG r r� �.� � '� _ _ -.. --" T.0.3RD ROOA RLIMING X A A e _ TR 2N0 FAOAFUMING — — ' — I� — — — .T02NO ROOA FRAMING r r• ALI- FRESH EIFSBRICKC LOH#1 FLOOR (TYP�� CEMENT WOOD PANEL RAIN RON NRRICKCOLOR# (lYP)J CEMENTIII PANEL RAIN ROMAN BRI KCOLOR #1(iYP)'T EIFS C LOR #17PJ-/ -EIFS CDLOR #2 (TYP) L EIFS COLOR #2 (TVP) SCREEN #1(TYP) SCREEN #1 RE) FINISH FLOOR 2 SOUTH ELEVATION j.DD 1/8" - v-DI I E'-0 3/R" 17'-3 3/8" 15'-D 3/8' m i c h a e s w e e n e y ARCHITECT zcoo Ware Bottom Spring Road Chester, Virginia 23836 Tel. 804-777.9000 MEMBEROF THE AMERICAN INSTITUTE OF ARCHITECTS NEW ZEALAND INSTITUTE OFARCHITECTS AUSTRALIAN INSTITUTE OF ARCHITECTS 100 W III ❑ LU z V / z° Q zoQ > W z�z o�W n� W J W r V Descriptiol ELEVATIONS Project HIS Project Number 1511 Issue Date 5/19/2017 Revision Dates 9/6/2018 9/13/2DI B 3 0/15/2018 A 1/7,/2019 Drawn By MCS THE ARCHITECT EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND PROPERTY RIGHTSTO THESE DRA'NINGS WHICH MAY NOT BE REPRODUCED, CHANGED OR COPIED N ANY FORM OR MANNER, NOR CAN THEY BE ASSIGNED -0 ANY PARTY WITFAOUT THE ARCHITECTS WRITTEN PERMISSION. IME MASONRY BRICK COLOR#1(TYP) i FINISH FLOOR i CEMENT RAIN EIFS COLOR#2)NP) J SCREEN #1(TYR) //WJ/� Y/ Iwo W A4000 C-105 60. PNDF,AP LCOf TELLfLAMN>r 1FS COLOR#2-(TYP) !`F92U2'AFF. IV TA. FOOT TEAMING [ITS COLOR #2(TYP) 4s•-19 t2' A" i.O.9tH L'T FRAMING — EIFS COLOR #2(TYP) 4R'4 1/i' A F F. T.0.5TH RCOA FRAMING T0. 4TH F% REAMING STONE TO MATCH MARTHAJEFFERSON HOSPITAL �21'-Ii IiPfl (TYP)�T.0. 3t0 ROOF FRAMINB 12'A' AF F. T.O. BID FLCOA FRAMINS 0 0-0' pNIRH ROOA EIFS COLOR #2 (TYP) I1 I EIFSCDIOR#1(TYP), — — FSBFICKCOLOR#1(TvPI E15EOL01�#3TP�P)� — — TE Frs coLOR #3jrP � I FK a a A 91 41 91 971 F91i 3Y. _ u�—JT�F— P �—� u1 I —fir, 2 NORTH ELEVATION A4.01 1 /8" = 1'-O" A A CEMENT WOOD PANEL RAIN SCREEN #1(lYP) 9 1 15'-0 3/B" 0 MASONRY BRICK COLOR#1(TYP) EIFS COLOR #2(IYP) EIFS COLOR #2(IYP) EIFS COLOR #2 EIFS COLOR #11TYP)) CEMENT WOOD PANEL RAIN SCREEN #1(1YP) (256SF) — EIFS COLOR #2 (TYP) — EIFSCO.OR#1(TYP) — EIFS COLOR #2 (TYP) m NAIMH — EIFS COLOR #217YP) EIFS BRICK COLOR #1 MP �J 6 4"AF.F.0 - FS-CDLDR-# iP� rO. END Cnr -I OUT ST_L PLANING 5F21/2'AFF- _�;�r—. �� T.D. LDOFPFAtitNG T ; EIFS COLOR #2 pYP) FIFS RRICK CLOR #1(TYPj ,� v — o ' � EIFS COLOR #2 (TYP) L � - -IT— T r FAINTED HARDI PLANK (TYP) L �J4 lug O cL STONE TO MATCH — — A MARTHA JEFFERSON HOSPITAL (TYP) L— • I 17- EIFS BRICK COLOR #1I1YP) IL 61-4-AFF. TO. END CAP ROOF STEEL THAWING SY-L 1110.6T. LO. ROOFFRAMNG 49'Al(eA.F.- cD•GIHFEOORFAAMING T.D. 51H 00HFHAMING "IFF. T0.41H ROORFFAMING 21-1 O1fdARF. T0. 3FDROOH FRAMING 12'A• AR T,0. @ND RAOR TEAMING FINISH FIDOfl 49'-1012'A.F.F. 1.11RHRUD11 7 40-6 10' A F F. T.C. 5TH RUCH FFAMNG 3'-21 A. .F. T0. 4THFLDDBFFAMNG 21'-ID 112' AF F TO.3RD MORPUT G 12A AFF. T,0.2NDFLODRFPAI i 1 D-D• �- - — FINISH FI DOR I I I 1 1 I m i c h a e S w e e n e y ARCHITECT 2coo Ware Bottom Spring Road Chester, Virginia 23836 Tel. 804.777.9000 MEMBEROF THE AMERICAN INSTITUTE OF ARCHITECTS NEW ZEALAND INSTITUTE OFARCHITECTS AUSTRALIAN INSTITUTE OF ARCHITECTS W U / III rr z� Q� z° Q zoQ z CO o�W LU J > Q r z Q �W T V DescriptioT ELEVATIONS Project HIS Project Number 1511 Issue Dote 5/19/2017 Rev] sio Dates 9/6/2018 9/13/2018 3 - 0/15/2018 A 117,12019 Drawn By ARCS THE ARCHFFECT EXPRESSLY AESFAWS HIS COMMON LAW COPYRIGHT AND PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT R- RFPPODUGED, CHANGED OR COPIED IN ANY I OHM OR MMRI'-H, RUN CAN THEY BE ASSIGNED TO ANY PARTY WITHOUT THE ARCHITECTS WRITTEN PERMISSION. A4 0 0 wi -1(1) 6 NOTES: I 1 1. THE SUBJECT PROPERTIES ARE LOTS 4 AND 5, PANTOPS. AS RECORDED IN DEED BOOK 681 PAGE 330 AND BEING PART OF THE LANDS OF KIMCO, L.C., AS RECORDED IN BOOK 1280 PAGE 603 AMONG THE LANDS RECORDS OF ALBEMARLE, COUNTY VIRGINIA AND HAVING PID'S OF 07800000006400 AND 07800000006500 PER THE DEPARTMENT OF ASSESSMENTS. 2. LOT 4 AREA = 94,856 SQUARE FEET OR 2.1776 ACRES LOT 5 AREA = 97,391 SQUARE FEET OR 2 2358 ACRES I 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. SOURCE INFORMATION FROM 1 PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED. THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY, 4, THIS SURVEY WAS PERFORMED IN THE FIELD ON APRIL 19, 2018 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS. STRUCTURES AND OTI ICR IMPROVCMCNTS. 5. THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. BCTA 708507. WITH AN EFFECTIVE DATE OF AUGUST 26, 2017. OUR OFFICE HAS REVIEWED THE FOLLOWING SURVEY RELATED EXCEPTIONS IN SCHEDULE B, SECTION II: 4O PLAT OF SURVEY PREPARED BY B. AUBREY HUFFMAN & ASSOCIATES, LTD. DATED SEPTEMBER 6, 1979, RECORDED IN DEED BOOK 681, PAGE 330, SHOWS: (A) 30' BUILDING SETBACK LINE LOCATED ALONG STATE FARM BOULEVARD; AND; 1 (8)15' DRAIN EASEMENT CROSSES INTO INSURED PREMISES OFF OF STATE FARM BOULEVARD; 1 AFFECTS SUBJECT PROPERTY, 30• BUILDING SETBACK LINE AND APPROXIMATE LOCATION OF A is - DRAINAGE EASEMENT ARE SHOWN. THE DRAINAGE EASEMENT MAY BE RELOCATED AS NECESSARY FOR SITE DEVELOPMENT. O PLAT OF SURVEY PREPARED BY B. AUBREY HUFFMAN & ASSOCIATES, LTD. DATED SEPTEMBER 29. 1982, RECORDED IN DEED BOOK 750, PAGE 689, SHOWS: (A) W SANITARY SEWER EASEMENT; AFFECTS SUBJECT PROPERTY, APPROXIMATE LOCATION SHOWN. 6O. PLAT OF SURVEY PREPARED BY B. AUBREY HUFFMAN & ASSOCIATES. LTD. DATED MARCH 21, 1979, RECORDED IN DEED BOOK 669. PAGE 12, SHOWS: (A) VARIABLE WIDTH DRAINAGE EASEMENTS LOCATED ALONG STATE FARM BOULEVARD; AFFECT THE SUBJECT PROPERTY, DOCUMENT DEDICATED DRAINAGE EASEMENT, SHOWN. I O EASEMENTS GRANTED TO VIRGINIA TELEPHONE AND TELEGRAPH BY INSTRUMENT RECORDED IN 1 DEED BOOK 381. PAGE 125: MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN RECORD DOCUMENT. THERE IS UNDERGROUND ELECTRIC AND CABLE ALONG STATE FARM PARCEL X BOULEVARD SHOWN. PORTION OF PARCEL 20 8O EASEMENTS GRANTED TO AMERICAN TELEPHONE AND TELEGRAPH BY INSTRUMENT RECORDED IN PANTOPS DEED BOOK 338, PAGE 62; MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION D.B. 1151 PG- 352 IN RECORD DOCUMENT. THERE IS UNDERGROUND ELECTRIC AND CABLE ALONG STATE FARM BOULEVARD SHOWN. !ANDS N/F //�� Ay / EASEMENTS GRANTED TO VIRGINIA WESTERN POWER COMPANY BY INSTRUMENT RECORDED IN MRTM ✓£FTERSON HOSPITAL SEED BOOK 185, PAGE 493; MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION D.B. 497J PG. 550 IN RECORD DOCUMENT. THERE WERE NOT OVERHEAD LINES OR POWER POLES LOCATED WITH THE PAD.• 07800-00-00-020F1 1 SURVEYED AREA. 1 10. EASEMENTS GRANTED TO VIRGINIA ELECTRIC AND POWER COMPANY BY INSTRUMENT RECORDED I DEED BOOK 351. PAGE 344; MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN RECORD DOCUMENT. IVY ROAD STATED IN DOCUMENT IS LOCATED ON THE WEST SIDE OF CHARLOTTESVILLE. THERE WERE NOT OVERHEAD LINES OR POWER POLES LOCATED WITH THE SURVEYED AREA. 11 EASEMENTS GRANTED TO VIRGINIA PUBLIC SERVICE COMPANY BY INSTRUMENTS RECORDED IN ED BOOK 197, PAGE 61: DO NOT AFFECT SUBJECT PROPERTY, AFFECT LOT 12 OF IVY TERRACE., IN DEED BOOK 209, PAGE 221, DO NOT AFFECT SUBJECT PROPERTY, AFFECT LAND NEAR RNANNA RIVER., A IN DEED BOOK 210, PAGE 467: DO NOT AFFECT SUBJECT PROPERTY, AFFECT LAND NEAR UNIVERSITY IV OF VIRGINIA. AND IN DEED BOOK 241, PAGE 337; MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN RECORD DOCUMENT. THERE WERE NOT OVERHEAD LINES OR POWER 1 w POLES LOCATED WITH THE SURVEYED AREA. ( Cic 12 EASEMENTS GRANTED TO ALBEMARLE COUNTY SERVICE AUTHORITY BY INSTRUMENT RECORDED DEED BOOK 812, PAGE 123; AFFECTS SUBJECT PROPERTY, APPROXIMATE LOCATION SHOWN. N v 13. EASEMENTS GRANTED TO THE COUNTY OF ALBEMARLE, VIRGINIA, BY INSTRUMENT RECORDED IN -4 (7j A -4 ED BOOK 4632, PAGE 123, AFFECT SUBJECT PROPERTY, PERMANENT RETAINING WALL EASEMENT IS SHOWN. THE TEMPORARY CONSTRUCTION EASEMENT MAY AFFECT, IT IS UNCLEAR IF ALL IMPROVEMENTS HAVE BEEN COMPLETED, SHOWN. id EASEMENTS GRANTED TO THE COMMONWEALTH OF VIRGINIA BY INSTRUMENT RECORDED IN DEED go OK 178, PAGE 52; MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN RECORD DOCUMENT. ol 6. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY. WAS NOT KNOWN AT THE TIME OF 1 1 THE FIELD SURVEY; HOWEVER, NO PHYSICAL INDICATIONS OF SUCH WERE FOUND AT THE TIME OF THE FIELD INSPECTION OF THIS SITE 7. ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO NGS MONUMENT DESIGNATION E 346 RESET (PID AI2795) WITH A PUBLISHED ELEVATION OF 366.6 FEET- 8, THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE ANNUAL 0.2% CHANCE FLOODPLAIN) PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE, PANEL 289 OF 575", COMMUNITY -PANEL NUMBER 51003CO289D, WITH A MAP EFFECTIVE DATE OF FEBRUARY 4, 2005. 1 9 LOTS 4 AND 5 HAVE DIRECT PEDESTRIAN AND VEHICULAR ACCESS ALONG STATE FARM 1 BOULEVARD. % LOT 4 AND LOT 5 ARE CONTIGUOUS WITHOUT STRIPS, GAPS, GORES, OVERLAPS OR HIATUSES ALONG THEIR COMMON LINES. 11 THERE ARE VISIBLE ENCROACHMENTS SHOWN ON THE SURVEY AND LISTED BELOW ENCROACHMENT IS A LEGAL CONDITION, NOT A MATTER OF SURVEY AND, AS A RESULT, THERE MAY BE LOT 6 OTHER POSSIBLE ENCROACHMENTS AFFECTING THE PROPERTY THAT ARE NOT SHOWN. PANTOPE " CURB ALONG EASTERLY PROPERTY LINE D.B. 681 PG. MO REFERENCE: 1. MAP ENTITLED " GIS UTILITY INFORMATION, STATE FARM BOULEVARD" PER ALBEMARLE COUNTY SERVICE AUTHORITY. so t TITLE DESCRIPTION um wx 0 ALL THOSE TWO CERTAIN LOTS OF LAND, SHOWN AND DESCRIBED AS LOTS 4 AND 5. PANTOPS, u a CONTAINING 2.1776 ACRES AND 2.2358 ACRES, RESPECTIVELY, ON PLAT OF B. AUBREY HUFFMAN & ASSOCIATES, LTD.. DATED SEPTEMBER 6, 1979, CAPTIONED "PLAT SHOWING LOTS 2-10, PANTOPS, c22T. ALBEMARLE COUNTY, VIRGINIA" RECORDED SEPTEMBER 27. 1979. IN THE CLERK'S OFFICE, CIRCUIT ow COURT, ALBEMARLE COUNTY, VIRGINIA, IN DEED BOOK 681, PAGE 330, AND WHICH LOTS ARE SHOWN ON i 9 ALBEMARLE COUNTY TAX MAP 78 AS PARCELS 64 AND 65. s BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO KIMCO, LC., A VIRGINIA LIMITED LIABILITY COMPANY, BY DEED FROM E. GRANT COSNER AND BARBARA H. COSNER, HUSBAND AND WIFE, DATED 'F�F DECEMBER 16. 1992, RECORDED DECEMBER 29, 1992, IN THE CLERK'S OFFICE, CIRCUIT COURT. 5' ALBEMARLE COUNTY. VIRGINIA, IN DEED BOOK 1280, PAGE 603. LANDS N/F AWTHA ✓MTRSON HOSPITAL D.B. 497-T PG. 550 PAD.07800-00-00-06600 PARCEL 79 \ \ \ PANTOPS \ D.B. 2019 PG. 125 \ \ LANDS N/F \ ALBEMARLE LAND, LLC D.B. 4416 PG. 460 iA PID.' 07800-00-00-07JM \ \ N47"06'22"E (M) 400.00' (w�M) N49"52-17"E(R) -- 200.00' (RSM) \ \ N \1 \ APPROAV, LOC 20' \ S4NlTARY SEWER EASEMENT 750 PG. 689 812 PO 12J Q SW AAY APA81C LOC LOTS PANTOPS D.B. 681 PG JJO PART OFLAAVS OF KIMCO, L.C. D.B.1208PU 603 PID. 078W-00-00-063W AREA: 97,391 S.F. OR2.2J58AC, ONO BUILDING' \ 1 .B /1\\ \ 1\ \\ \1 1\ \ \1 012 APPRDX. LOGITION \\ OF 15' ORAM/AGE £AS£AIENT \\ 0.8. 581 PG, JJOO ©0.8. 669 PG, 12 \ \\ \\ 1 1\ \\ 1 \\�"\ R=71511f1' (RRAAI , la R0414.83 AV M5101 (AA'140C) X--CUT SET (A1 EZEV.=516.80 LY/Ag GC+F/Ej? - AW 9- 507.98 kthAW A1➢V�517.54 _* Z57" 8012.J4 (ZZ REO£SSfD P9'fS) "Pi �F AW 5/S97J 1 I 1 I✓ r9.46 R=735.00' (R&M) I " 12.91 A=031°38'50" \\ L=405.98' (R&M) \\ CHB=S43"24'40"W A \\ CHD=400.83' STATE FARM BOULEVARD B\„• YARgRE WIDTH RIGHT-OF-WAY ASPINLT PAYfD P(A9LIC RY D.d 669 PG. 12 ( 6j) 0..8. 681 PG. JJO & 1 AR681Pr, 12&IJ ►,";j-r 200.00' (R&M) // / s// / "I/y / / / -SW AAV AEI-4N.J2 LOT4 PANTOPS D.B. 681 PG. JJO PARTOFLANDSOF KLWO, L.C. D.B" 120NPG. 60J PIP- 0780740-09-06 Q7 AREA: 94,856 SE OR21776AC. "NOBUILDING" R=735.00' (R&M) L1=015E57'49" L=204.79' (R&M) CHB=S35"3410"W CHD=204.12' CORE IS a 4' WEST OF PAI7PERTY LINE (SEE NOTE I /) 1 "= 30' i / sGlelo- 4O ,vW LOCATION MAP COPYRIGHT 2009 DELORME STREET ATLAS USA 2009 SCALE: 1 "=2D00' LEGEND — 12J— — EXISTING CONTOUR y X I23. 45 EXISTING SPOT ELEVATION X 1C 12J 45 EXIST. TOP OF CURB ELEVATION ' X G 112..R5 EXIST. GUTTER ELEVATION IAA, HYDRANT D4 WATER VALVE LL APPROX. LOC. UNDERGROUND CABLE LINE PER UTILITY MARKOUT 6 APPROX. LOC. UNDERGROUND GAS LINE PER UTILITY MARKOUT W APPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUT 1 APPROX. LOC. UNDERGROUND TEL. LINE PER UTILITY MARKOUT Cil w PANT�PS E APPROX. LOC. UNDERGROUND ELEC- LINE PER UTILITY MARKOUT m D.B. 681 PG. JJO S APPROX. LOC. UNDERGROUND SEWER LINE PER REF. #1 8 © SAN ITARY MANHOLE p LANDS N/F STORM DRAIN MANHOLE m WRGIN14 NIGH SCHOOL 1FAGL/£, INC. SIGN o D.B. 906 PG. 157 PID.- 07800-00-00-0000 X FENCE AREA LIGHT 1 O$ TITLE REPORT EXCEPTION ADENOTES PARKING SPACE COUNT FF=509.61 eo" BENCHMARK TREE LINE FF00'' ,61 ( " ! �`� FF-509.TREE (SIZE AS NOTED) BLOQC ® PROP. CORNER TO BE SET V N _ BUR.OWIC I o• HT--128' 0k MY oAAOL-5M B II � 43 UTILITIES: II 9 °L°51 THE FOLLOWING COMPANIES WERE NOTIFIED BY DELMARVA MISS UTILITY SYSTEM (1-800-552-7001) AND REQUESTED TO MARK OUT UNDERGROUND Ihh .,rfLR FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY 1 I ' //(fB �' (�"_ INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES 1 �4 rr•DIIC RESPONSE TO THIS REQUEST. SERIAL NUMBER(S): A808902070-OOA ASPHUr PAN90EW am mT A016M..88 A V--512.79 � o / o j11V / 11/ UTILITY COMPANY PHONE NUMBER ALBEMARLE COUNTY SERVICE (434)531-0714 COMCAST (804)562-Ml DOMINION ENERGY INC (434)970-3800 LUMOS NETWORKS INC (804)508-5640 CENTURYLINK INC (804)608-5640 CITY OF CHARLOTTESVILLE (8N)550-7740 MARTHA JEFFERSON HOSPITAL (434)531-0549 UVA - WATER (434)260-9221 UVA -COMMUNICATION (540)908.5773 UTILITY PLAN INDEX UTILITYCOMPANY LOCATE STATUS 13lREQUEST 2ndREQUEST RECEIVED ALBEMARLE COUNTY SERVICE MARKED 3t=18 4/4/18 COMCAST MARKED WILL NOT DISCLOSE DOMINION ENERGY INC MARKED 3/30/18 3130/18 LUMOS NETWORKS INC MARKED WILL NOT DISCLOSE CENTURYLINK INC MARKED WILL NOT DISCLOSE CITY OF CHARLOTTESVILLE MARKED WILLNOTDISCLOSE MARTHAJEFFERSON HOSPITAL NOCONFUCT WILLNOTDISCLOSE UVA-WATER MARKED WILL NOT DISCLOSE UVA-COMMUNICATION NO CONFLICT WILL NOT DISCLOSE TO PT HOTEL, LLC, A VIRGINIA LIMITED LIABILITY COMPANY AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTANSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 7(A), 7 B)(1), 7(C4vL 9, 11 &14 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON AeOC J%1160- "r'0a. (APRIL 19, 2018) AL TA/NSPSLAND TITLE SURVEY SHAMIN HOTEL STATE FARM ROAD ALBEMARLE COUNTY, VIRGINIA JANt SALtS ULAUJS - V 1,lpl�{(Jy�, ALED / � 1�' NOOT SV172065 MBOHLER 2263E DAM ,VIRGI SUITE 250 20164FILE STERLING, VIRGINIA 166 703.709.9500 - T03.109.9501 FAX JA E SALES USS DATE VIRGINIA LICENSED LANDSURV A11(�IA7[� �04 THIS CERTIFICATION IS MADE TO ONLY NAMED PAR R P E AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTY BY THE NAMED PURCHASER- NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY PURPOSE INCLUDING, BUT NOT LIMITED TO, USE OF SURVEY AFFIDAVIT, RESALE OF PROPERTY. OR TO ANY OTHERPERSON NOT LISTED IN CERTIFICATION. EITHER DIRECTLY OR INDIRECTLY GATE 04126)lg E N G I N E E R I N G r Dolemnglnwnng.tan ELMAh�YME'�NWW�KMEw'�N,WEPHIOMPWAWTHMU0LBlaIVxo,PA.SOHWTEMPA .KTIMOEMD .SDflWINWIRt1FID .NCRBE7Q/VMM EWA9IIGT0N,DC ■CE(RAVRC441 EDVROITENC EPAIMNC FIELD DATE 04/19/18 CREW CHIEF I JQ/CB DRAWN BAS II REVIEWED JB I APPROVED JSC I SCALE V=30of TDVOGNOOTHER 1 Cm 494 496 / PAR A, PORTION F PARCEL 20 / / 1151 PS �B. 1151 PG. ,352� I o \ I o\ ZQIOE.- COMMERCIAL OFFICE so \ PID: 07800-00-00-02 �\ ,00 500.77 +507.9G + , yp\ w .P C 50ti p,' -� to :GE / y_ 0 PARCEL 73A \ PANTOPS D.B. 2019 PG 125 \ LANDS N/F \ \ \ \ \ ALBEMARLE LAND, LLC \ D.B. 4416 PG. 460 USE VACANT 1D: 07800-00-00-073AA \ \ ZONE PD-MC N47°06-22"E (M) 400.00' ( M) �\ N49°52'17"E (R) \ v � 1e \ o ? m I w b � N � I `v 0 o o \ o 0 � o 0 i i / .y' / foe APPROX COC 20" % \ / SANITARY SEWER EASEMENT DR. 750 PG. 689 rQ� D.B. 812 PG 123 / 48Gi y 482 DR 6�1 6330 2 ° PARTP�➢FL�A, W O 19 i CU, L. L. DR 'MPG-6033 IZOND PDAIC-� PID 07809 0�%91I 06�00 AREA: 97391 S.F. 22358A£. DBUILDI�VG I ° O L __\ 'tm OVED AR i6 _ �462 0 _ L0�14 W / .IAX OP co 4ss/ D.B. 681P6,3.30 N �- �� 46B PART OFLANDS' . 00 47o KI CfJ, L. L - � a/ D.B. 1208PG 603 v, 474- PID'0780000-00-0640 7�/ - -� �D�� ZONE, TOPOGR Sp 476 _ A��A: 9 8.56 .9.F ()I2" , 76 TROY ACBEMARCE K i -478 �aso� 'A"OBU1LD.lN couNTr cis LI 486 Z'oa - -LOD LOD LOD LOD LOD LO 4� �\ �/ 8 / / 486 / 488= 490/ / /496 /498 / 50011_/ / //// �50Z / y' fTj \� -- - - 490 g2 / LOT 50 N _ / 6, �.�N / 0 4 L 0� / � AN S / _ = --- _ __- IwDED � o/' 1 D 1 (TBR) 8496 / l( R) / UIRGI N0 5 / SCHOOL yp6 -500 0 502� -., ao �$ AS 90 �' G 1 Frio 66 +55n +5a 3a 1 -- ` I sOs 4 PD-MC PID. 07800-00-00-0 + 630 0 50 \ i say \ --nnnN` _`�------ 9.86 yp6 +56d78 507-_____ \ ` \ ^ nnnnn nnnnnnnn/ O9 K 8 ------------ ii' ( i^n i�nnnn --S7 +5G8.55 ,5 ~y-rti__ 50 \ tt \y p' �F7= / _-' V '7'___ BLOCK �F p +513.51'_- BU/LDIM + + � 509 - `` \ +509.. 3 / � � +s11-V 0, /'_- c �- 514------' �1 50735; LIMITS OF -- +512.J4 JJ' D DISTURBANCE - "" � - _ B ~��;��5j0 1,-' III _-5 5 •o5j6 HT.-t: / 1 \ EX. >R 12' " 51 --------------- STORM / \ Di \1 \ r '1RIU=5, 512 _ " BOTTOA ' +51a38 \ / -CURB INLET (RECES slzas '' +slr xs 1 ,4/M=549. �TOPOGRAPH/C CONTOURS ``----_--- \� - APPROX. LO/:A?ION FROM ALBEMARLE / \ IIv _ 5\ 9 GF 15' DRAINAGE EASEMENT / �, ' y\8`- c s1 R COUNTY GlS D.B. 691 PG. 330 Ik ' c 518. E 69 PG 1 9 & LOT 6� +511.47 _ (TO BE VACATED) \ \\ \ +5d89 I j NG GUR s / PANTOPS� ---- EX/SONG 2L_LZCP BYPASS PIPE TO BE- REMOVED. SEE-SEOUENCE OF I D.B. 681 PG. W30 --__ CONSTRUC77ON ON EROSIONANB-- 51 86'+ LANDS N��\ = SEDIMENT CONTROL PLAN.-- �� 14 AlARTHA ✓EFFERSQN HOSPIX4L `�\ A S 1r 5rz86 ASPHALT A \ \ D.B. 4973 G 550 +51 `` / 8.81 PAVEMENT r�R) ' / 515 USE.' ,�ACANT------- CA�� \ ROPERTY LINE s1 PID: 078 00-00-06600 " / / 16 -- I o c srz4�; / 5 � 518.05 , z - h1� i +511.J2 \\\ \` �,_---+51575 517.89 +51.178 - � \ 1 r rr5fs'Te520 LIMITS \ 1ro T -' EX IREE-' 18� 1/2" DIS BA '4o_ Q +51739 - _ / -K-/ 57552 - // / ' _ 519.5 � ; LODE CDNC EWE p & CUTfEK .98-Y gyp"/ D NEW PERMANENT RETAINING `�1 ,,-' 012' ,-� SaM07F-'10 $ _ -� SIDEWALK I O G WALL EASEA"IENT i \\ '7RREE ,_ ( ) '. 520 12' '�%�� _ - ROP.6 KING DB 4632 , . 123 �� \\ + _ -' - PHOIYE'BOX MARK' +s1za i EX. TREE _ - \ _ - (MR 51 s7 - - OAG,-��+fzAS,� �-� SAWCUT MENT 1REE 51592+_ 12" _ - S�BACK j�� \SONjfGJ - +51t..1e �% - - - - - - 12 0 \` ` �` I 0 - - I - -,-� 30' BUI 1681 P-G' 33tT j� ` 522 /_�WAM 523e8 R/1E 514 �� - - - - - - - - - - \ -` T -I LINED ✓�.! O �----------------- PORTION OF EX. %ELECTRIC BOX \N / y 21" RCP TO-REMAI/V ----� - / PHO�BOX I 1 E _ c - /`E--NOTE 10 5/E�� 5u -515- META RAILI�� u.4z c- IE� BALK r' f _____ ,-'' SJZ89 _ I - 577J4-" N SIDE 4� NT _ _ ____ PAVE ------------------ c ------ c--� �slzc0s c--C-------s ---- � � \\ --- -- --- y_s.� D C. / 515. -------- 5f-----_-_---------- - _ T / _ _ �- 1 rc slszs _ -'--- ------ - - ____ --- POGRAPH/C CONTOU G 514.69 _ - "3r -------- -a0'1_ _ OOl 521,a7 OOl _- �1-- -- _ _- _ -Y� 5z14966 SAWCUT i' REEV.C5� 0 COUNTY CIS / - _ .- _ ' �� z. ____---- -------- --� 0 FROM ALBEMARLE RS _ _ _ - ED CURB �„- --51�.77 - - - - 0 /__--- _ - __' �`__ - al y GU BRL PRIOR TO RIM= > . 3 BCOCK WALL- -_ 15 RCP �-� � C. IDEWACK "p -- y� ,., ,1C, CURB & +� 9 lNV A=510.1 (APP�! 0#J B yuAR/T T- �- CDNSTRUCAONJ / Eyes r - NEW TEMPORARY SSED X-C(IT SET CONC CURB & ��0� X 520s7 NC. APRON -CONSTRUCTION lNV ELEV.=516.80 CUTTER 5�- EASEMENT PROP. SA iTBR) C 51&57 PROP. SAWCUT G 51¢37 \ \ (TER) D.B. 4632 PG. STOR ------ CURB-1NEET - P DENT LANE / RlM 1 Z54--_____ R1M=519.46 , I -- -_ KNOIyyS/IE �eo =51234 - Nv=s12s1 R= 30.U0 (R&M) I MENT (RECE ED PIPES) -UNKNOWN S/ZE PVV=51597-� t � _ RIM=518 0 / / EDGE 0E PAVE G-L=405.98' (R&M) A\\ INV a=52299 CHB=S43°24'40"W CHD=400.83' ' NE STR1Pi STATE FARM BOULEVARD B\\ �1�LE _ _AVEMEN= VARIABLE WIDTH RIGHT-OIY ASPHALT PAVED PUBLIC ROADWAY SPEED LIMIT • 35 MPH VEMENT D.B. 669 PG. & D.B. 668 PG 312 & ,i31 EDGE OE PA D.B. 6B7 PG 12 & 13 DEMOLITION/REMOVAL LEGEND DEMOUTIOWREMOVAL NOTE TYPICAL NOTE TEXT _---------------- EASEMENT LINE CONCRETE CURB& GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL 1 ) LIGHT + ^ ` ACORN LIGHT ---�-- TYPICAL SIGN /^ XNY PARKING L COUNTS SPOT TC5T64 OR ELEVATIONS mSA SANITARY # LABEL MTM STORM # LABEL ------- SL------- SANITARY SEWER LATERAL _-----_Vy------_ UNDERGROUND WATER LINE ------- E------- UNDERGROUND ELECTRIC LINE ------- G------- UNDERGROUND GAS LINE -------GH------- OVERHEAD WIRE ------- T------- UNDERGROUND TELEPHONE LINE -------0 UNDERGROUND CABLE LINE ___________________ STORM ___________________ SEWER -------8------- SANITARY SEWER MAIN HYDRANT (\S I SANITARY MANHOLE STORM MANHOLE VIM WATER ® METER WV WATER VALVE El GAS VALVE ® GAS METER SLOPE LEGEND MANAGED SLOPES LEGEND ----•-- SAWCUT LOD LIMITS OF DISTURBANCE NOTES: 1. SEE SHEET C-102 FOR DEMOLITION NOTES. 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 3. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY; HOWEVER, NO PHYSICAL INDICATIONS OF SUCH WERE FOUND AT THE TIME OF THE FIELD INSPECTION OF THIS SITE. 4. ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO NGS MONUMENT DESIGNATION E 346 RESET (PID A12795) WITH A PUBLISHED ELEVATION OF 366.6 FEET. 5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE ANNUAL 0.2% CHANCE FLOODPLAIN) PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE, PANEL 289 OF 575", COMMUNITY -PANEL NUMBER 51003CO289D, WITH A MAP EFFECTIVE DATE OF FEBRUARY 4, 2005. 6. LOTS 4 AND 5 HAVE DIRECT PEDESTRIAN AND VEHICULAR ACCESS ALONG STATE FARM BOULEVARD. 7. LOT 4 AND LOT 5 ARE CONTIGUOUS WITHOUT STRIPS, GAPS, GORES, OVERLAPS OR HIATUSES ALONG THEIR COMMON LINES. 8. CONTRACTOR SHALL PERFORM WORK IN ORDER DESCRIBED IN VSMP PLAN SEQUENCE OF CONSTRUCTION TO ENSURE PROPOSED STORM BYPASS PIPE IS IN PLACE PRIOR TO REMOVAL OF EXISTING STORM BYPASS PIPE. 9. DESIGNER HAS VISUALLY VERIFIED EXISTING CONDITIONS SHOWN WITHIN THE LAST YEAR. 10. EXISTING COVER TO BE VERTICALLY RELOCATED. 30 15 7.5 0 30 I 1 "= 30' k a� z z s a LU pe w w Z F Lu os D Ea 2c)-0WZ (DZLUIU)5:Lu Zr(D~DO_U o� f <of, Sag`n72<<z< �¢ 52 Z (newz P: «p Ozof< Q if - Of cz,CIL z d J € LU REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 r PROJECT: ]FINAL SITE ]PLAN DOCUMENTS FOR PT MOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3/31 /2020 r SHEET TITLEDEMOLITION ]CLAN SHEET NUMBER: -201 17\V772065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV772065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 0 PARCEL 73A PANTOPS D.B. 2019 PG 125 LANDS N/F ALHEMARLE LAND, LC D.B. 4416 PG 460 USE VACANT ZONE PD—MC P1007800-00-00-073A4 1 N \ � PORTION OF PARCEL 20 PANTOPS D.B. 1151 PG. 352 LANDS NIF MARTHA ✓EFFERSOON HOSPITAL D.B 4973 PG. 550 USE VACANT ZONE COMMERCIAL OFFICE PID: 07800-00-00-02OF1 LOT 6 PANTOPS D. B 681 PG 330 LANDS NIF MARTHA ✓EFFERSON HO, D. B 4973 PG 55( PROP. 2' CONC. FLUME PROR TRASH ENCLOSURE INTERPARCEL C0NNFCTI(1N ---------_____ PROP. TEMPORARY - OFFSITE WORK 2.34 EASEMENT PIPES) PAVEMLNI LANt DMfrOvv A -----------------STATE FARM BOULEVARD VARIABLE WIDTH RIGHT—OF—WAY _ ASPHALT PAVED PUBLIC ROADWAY EDGE OF pq SPEED LIMIT.• J5 MPH VEMENT D.B. 669 PG. 12 D.B. 681 PG. J30 & 331 D.B. 681 PG. 12 & 1J Z —PROP. SPECIAL LOT. — SEE NOTE 2, SHEET C-301. (2.0 ACRES ±) I LIMITS OF DISTURBANCE — \ I o I GRATE INLET 18._�PAV EMENT NV 551299 EDGE OF / INV 9=512.79 / i pAVEMEN�NE STRIP rn/:F OF PAVEMENT / D.B 681 PG 330 LANDS N/F RGINIA HIGH SCHOOL LEAGUE, INC. VV-VV✓VV � V FF=509.61 FF=509.61 BLOCK BUILDING 1 BUILDING ?o- HT=t28' A INLET ,49.88 12.79 �JURE & GU GUNC. ASI 0.4' PAN Y LINE za r, a F PAVEMEN( / SITE TABULATIONS ZONING DATA: SITE ADDRESS: 1628 STATE FARM BLVD. CHARLOTTESVILLE, VA 22911 CURRENT ZONING: PD-MC TAX MAP PARCEL NUMBER: 07800-00-00-06500 07800-00-00-06400 EXISTING USE: VACANT PROPOSED USE: HOTEL BUILDING HEIGHT: 65' MAX PARKING REQUIREMENTS REQUIRED PROVIDED PROP. 109 ROOMS (1 SPACE / ROOM) 109 118 (1.10 SPACES / ROOM) TOTAL SPACES PROVIDED 118 PROPOSED SETBACKS: FRONT 30.00' (PORTE COCHERE) SIDE (WEST) 83.75' SIDE (EAST) 115.11' REAR BOAT (TO FUTURE PARK LINE) REAR 301.35' (TO CURRENT PROPERTY BOUNDARY) HATCH ]LEGEND PAVEMENT ADA STRIPING 5 STANDARD DUTY CONCRETE a,` a. VDOT HEAVY DUTY ASPHALT PAVEMENT CURB AND GUTTER SPILL TRANSITION CONCRETE CURB & GUTTER DEPRESSED CURB AND GUTTER NOTE: PROP BUILDING (SEE ARCH DRAWINGS) STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT 1. SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND 2. PROPOSED "SPECIAL LOT' IS RESERVED FOR FUTURE DEDICATION TO THE COUNTY FOR PUBLIC USE UPON DEMAND. SEE ZMA201800005, PROFFER 2. 3. CONTRACTOR TO INSTALL HANDRAIL AT TOP OF UPPERMOST RETAINING WALL. SEE WALL PLANS FOR ADDITIONAL INFORMATION. 30 15 7.5 0 30 1 "= 30' REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 r PROJECT: ]FINAL SITE PLAN DOCUMENTS FOR ET HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: SITE ]CLAN SHEET NUMBER: C-3®1 ,1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 0 PARCEL 73A PANTOPS D.B. 2019 PG 125 LANDS NIF ALHEMARLE LAND, LC D.B. 4416 PG. 460 USE VACANT ZONE. PD-MC PID. 07800-00-00-073A4 LOTS PARCEL X o° °° PANTOPS PORTION OF PARCEL 20 / D.B. 681 PU. 330 PANTOPS D.B. 1151 PG 352 pAIZI OFLANDSOF LANDS NIF 1 / / KIMCO, L.C. MARTHA ✓EFFERSOON HOSPITAL oo DB 1208PG 603 D.H. 4973 PG 550 X°° / ZONE•PD-MC USE VACANT PID 07800-00100-06500 ZONE COMMERCIAL OFFICE PID 07800-00-00-02OF1 moo /o°^ AREA: 97191 SF OR22358AC. "NOBUILDING' PROP. RIP RAP OUTFALL. "��p SEE SHEET C-401 FOR ADDITIONAL INFORMATION. LOT 6 PANTOPS D. B 681 PG 330 LANDS NIF MARTHA ✓EFFERSON HO, D. B 4973 PG 5N USE VACANT ZONE. COMMERCIAL OF PID: 07800-00-00-OJ STATE ]FARM BOULEVARD � VARIABLE WIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY ------ SPEED LIMIT. 35 MPH D.B. 669 PG 12 D.B. 681 PG. JJO & 331 --- D.8. 681 PG. 11 & 1J LOT4 PANTOPS D.B. 681 PG 330 PARTOFLANDSOF KIMCO, L.C. D.B.1208PG 603 PID. 07800 00-00-064V ZONE:• PD-MC AREA: 94,856 S.F. OR21776AC. ,IATn T7TTFr n7N/J" 1 1 I 1 1 I 1 LIMITS OF DISTURBANCE \ 1 ) 1 PG. 330 H SCHOOL INC. PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "B" NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE FIRE LANE FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -v. c. FIRE LANE-21/2". D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. S. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE NOT TO SCALE CURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING) 4IN NO PARKING FIRE :1, MIN. aIIN LANE ELLOW STRIPING (SEE NOTE #3 BELOW FOR TYPICAL WIDTH) NOTES 1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS. 2. LETTERING SIZE SHALL BE 12" IN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAINTED CURB AND STRIPING. 3. STRIPING SHALL BE AS FOLLOWS: • 4" WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED T FROM THE EDGE OF THE CURB ALONG WITH THE CURB FACE AND TOP PAINTED. • 6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED T FROM EDGE OF PAVEMENT AND ALONG THE EDGE OF PAVEMENT. 4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING. FIRE LANE LAYOUT AND MARKINGS NOT TO SCALE NOTES: 1. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION OF KNOX BOX WITH FIRE MARSHAL'S OFFICE 30 15 7.5 0 30 1 "= 30' Wz x� LU a2 w pe z w fn ah �� w ws z LTA W ;ZLUW� U gs 1 z zr<1: Luz g fn5maQza , 5 zU)2wzFF �7 °zaaa~o$ z Q �zu)az J d Q tr € U� H o o� os REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 r PROJECT: �7 ]FINAL �-p SITE PLAN OOCUMI]ENTS FOUR? PT HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: FIRE LANE ]CLAN SHEET NUMBER: C-302 \1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 � RAMEY KEMP 1 ASSOCIATES TRANSPORTATION ENGINEERS RAMEY KEMP& ASSOCIATES. we 4XI3 Cox Road Glan Allen, VA 230M MonA W0 217-8660 Fax SU-217-8563 vmew. An ybmp. eom State Farm Boulevard Hotel Albemarle County, VA ITE Trio Generation-TVDical Weekdav- 10ih Edition Average Daily Traffic Peak Hour PM Peak Hour Land Use Size (vpd) (vph) (vph) (ITE Land Use Code) Enter Exit rEnter Exit Enter Exit Hotel 130 rooms 544 5446 25 40 38 (310) ,April 24. 2018 RAMEY KEMP ASSOCIATES April 2015 Page 6H-7 Figure 611-1, Symbols Used In Typical Temporary Traffic Control Figures Application ® ARROW BOARD ARROW BOARD ON TRAILER CHMNELIZING DEVICE ACTIVE TRAFFIC SIGNAL INACTIVE TRAFFIC SIGNAL ♦► TRAFFIC OR PEDESTRIAN SIGNAL -* FLAGGER 7 OR N7 1 WAY PAVEMENT MARKER WORK VEHICLE TRUCK MOUNTED ATTENUATOR PMLAW ENFORCEMENT VEHICLE WORK SPACE HUMBLE STRIPS ® IMPACT ATTENUATOR 1: Revision 1-4/1/2015 00 -- J` d0ASL al I — T oD _r — D D i 1 —------------------------------- LoO_� Zo — / �007 O 007 � �OOla�00laaa� �— OOl�001�001aaa�001 I - - PROPOSED SOUTHWEST SITE ENTRANCE CHANGEABLE MESSAGE SIGN SUPPORT OR TRAILER 6 0 o ARROW BOARD ON VEHICLE O TEMPORARY ®BARRIER — LONGITUDINAL CHMNELIZING DEVICE i TYPE 3 BARRICADE wills SIGN HIGH-LEVEL WARNING DEVICE 1 (FLAG TREE) e OR it 2 WAY PAVEMENT MARKER TRACTOR - SLOW MOVING VEHICLE EMBLEM WARNING LIGHT MILLED PAVEMENT DIRECTION OF TRAFFIC AUTOMATED FLAGGER ASSISTANCE DEVICE Page 6H38 April 2015 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) 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 1300'-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. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. For Limited Access highways a minimum of 1000' is desired 4. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement. Standard: 5. Taper Length (L) and Channelizing Device Spacing shall be: Taper Length (L) Speed in Lane Width (Feet) (mph) 9 f0 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 1 600 1 660 1 720 65 585 1 650 1 715 1 780 70 630 1 700 1 770 1 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper =%L Minimum Channelizing Device Spacing Location d SpeeLimit (mph) 0- 36+ Transition Spacing 20' 40. Travelway Spacing 40' 80, Construction Access' 80' 120' ' Spacing may be increased to this distance, but shall not exceed one access per %4 mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 6. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-18). 7. The buffer space length shall be shown in Table 611-3 on Page 611-5 for the posted speed limit. 8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. 9. 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, ort oscillating lights. 10. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as needed. 1: Revision 1-4/112015 April 2015 Page 6H-39 Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) _ _ G20-2 (V) o��80'- 120' SHADOW VEHICLE REQUIRED � (TM SEE NOTE gENT 0, ILLUMINATED FLASHING SEE O (AMBER CAUTION MODE) NOTE 7 TYPE B OR C O O SEE p - NOTE 5 0 ILLUMINATED FLASHING 0 AMBER ARROW 0 H TYPE C SEE NOTES 3 & 6 O cuNxEERAEGxEos SHOULDER ER SEE NOTES SEE NOTE 5 2&3 IW4-2R NOTE2 R4-V7L KEEP W9-2L LEFT SEE En SEE NOTE 2 RIGXi RIGXi uxE uxE W9-3R GLDSED ' CLOSED AHEAD AHEAD SEE NOTE 2 ROAD ROAD WORK WORK W20-1 AHEAD AHEAD 0 P '7 Looms / ISO/ do is GOIN G 00000 \ 4 / VS p09000006 / ®� WAY / 0F, DAD �^ Nr' Y W�prN Rid LID R wA VAR�A 8 ASPHALT P pEOIM1T: 3G MPH 331 / SPEED 669 P & D.E. PD. 330 & 13 N p.p.66 61g1 PG. 12WE E PROPOSED NORTHEAST SITE ENTRANCE k z LU s� aY W pe Z W DO I -of W ah w5 W Z ;ZwWU);W S gs y ZrC7ipofZ g �-I ICI D IY < Ix -j rn72QQZQ Z U)2 W ZFF f)Zaf< L Of 0 s Z Of0U)WZ z Of a Z a a MW d W z r� LUIq - . . REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 15. Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 r PROJECT: FINAL SITE PLAN DOCUMENTS FOR ET HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: �j? MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER: C-3®3 :\17w172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES 10 5 2.5 0 10 1 "=10' REVISION 3 - 3/31/2021 ELECTRIC _ _ BLOCK 530 520 510 PROPOSED HOTEL 13,864 SF 109 ROOMS TOTAL < 6 STORY < BUILDING HEIGHT 65' MAX FFE = 518.50 ei STM ®��®Iwx A-40 I q PROP. T+LANDSCAPE WALL _(DESIGN BY OTHERS) I ' CON _ _ - 1 t o — ASPHALT — I PAVEMENT — — — — r = �� 1 ' 1 mil e - -■nnn ,�-.-� tNC �. t III t 11 UOi �----i I (� PORTE •■ CHERE I ■1\IIII� �� ` i �i yi i milli • r �F% r►�. �. rNT —001 CONC. SIDEWALK 80 PAVEMENT LANE STRIPING R VARIABLE WIDTH RIGHT—OF—WAY — ASPHALT PARED PUBLIC ROADWAY SPEED LIMIT • 35 MPH EDGE OF Pq I'EMENT O.B. 669 PG 12 D.B. 681 PG 330 & 331 ------------------ D.B.681PG. 12&13 LA PE WALL 0 GG� EDGE OF PA / (DESIGN BY� / -� --� ` -OTHERS)� / — EDGE GE PAVEMEN -- / T i PAVEMENT'NE STRIPING ,n/.'F OF PA ENT PROPOSED 415' SIGHT DISTANCE INE OBJ M E _— EX GRADE PRO .GRADE ------------ EX. GRADE 530 540 520 530 510 520 N W S 30 15 7.5 0 30 1 "= 30' OBJ 415' SIGHT (STANCE LINE ROPOSED E EX GRADE ' EX. GRADE �? PROP. GRADE i i i 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SIGHT DISTANCE PROFILE - SOUTHWEST ENTRANCE SIGHT DISTANCE PROFILE - NORTHEAST ENTRANCE SCALE: V= 50' HORIZONTAL SCALE: 1 "= 50' HORIZONTAL 1-= V VERTICAL 1-= 5' VERTICAL NOTES: 1. FOR ADDITIONAL LANDSCAPE INFORMATION, SEE LANDSCAPE PLAN ON SHEET C-701. 2. SEVEN (7) TREES ALONG THE STATE FARM BOULEVARD FRONTAGE HAVE BEEN PROPOSED WITHIN THE RIGHT OF WAY TO PROVIDE THE REQUIRED 415' INTERSECTION SIGHT DISTANCE. 3. THE ROAD ELEVATION ON STATE FARM BOULEVARD, AT THE NORTHEAST ENTRANCE AND NORTH OF THE LIMITS OF THE SURVEYED AREA, IS APPROXIMATE AND BASED ON ALBEMARLE COUNTY GIS INFORMATION. 14+00 14+50 ^r, � WP4 W �z C ICI PPW k a� z s� LU .2 W po W Z I.— � W os Z S W(9 2 U LD U E 91 (p Z UjLU 5: LU &¢ ZrC7~DO_U g mZ)2¢Qz< zcn2Wzp ahp OOf zaf< 0 0 J m U) Z OoU)Wz ¢ Z d ¢ d J € LU BE REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 540 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DISH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 530 520 r PROJECT: ]FINAL SITE PLAN DOCUMENTS —FOR- PT HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com MIN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: SIGHT DISTANCE PROFILES SHEET NUMBER: C-304 l 1-AV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 G z -N IS L\ PARCEL 73A \ PANTOPS D.B. 2019 PG 125 \ LANDS N F \ \ \ ALBEMARLE LD, LLC \ D.B. 460 \ USE- VACANT \\ ZONE PD-MC \ \ RID: 07800-00-00-073A4 \ 4R6 54NITARY SEWER EASEMENT \ B. 812 PC 689 O � D.B. 812 PG 173 / N SAN \ \ �454 PROP. SPECIAL LOT. 6 PAR X PROP. 20' PRIVATE O° O/ 1160 SEE NOTE 2, SHEET C-301. 49 PORTION F PARCEL 20 / SANITARY EASEMENT \ 41 (2.0ACRES±) Z / �PANTOPS B. 1151 PG. / 1 �� - - LAND,,�� N F �' _ - - MARTHA ✓EFFERS� HOSPITAL - - - 4ss� D.BB.Z4973 PG 550 5 V �� USE.• VACANT \ j 468 � 1 I ZQ1OE.• COMMERCIAL OFFICE 0/ ID: 07800-00-00-02 00 500.72 +502.: +72 __ ------- 1 , \O 50 � / __ RIM 511.35 +50577 TC 512.25 .5��' TC 512.40 G 512.20 5j0X hod \ TOPOGRAPHIC CONTOURS/ FROM ALBEMARLE l / COUNTY 615 / / LOT 6\ +Sll.a7 PANTOPSr 512' D.B. 681 PG \330 ', LANDS NSF MARTHA ✓EFFERSON HOSA`)� L D.B. 4973 G 550 USE. VACANT TC 515.1! ZONE.' COM�fERC/AL OfI,la PID: 07,5 00-00-06690 \� +511.J2 7 TC 51! NEW, PERMANENT RETA101I / WALL LASEMENT� D B 4632 , . 123 +512$i t91; f0 �o 1 �4- p0 STM _ 472 I/ �k A-10 PROP. RIP RAP OUTFALL \- 474 r `gyp SEE SHEET C-401 FOR ADDITIONAL INFORMATION. 476 48048484 W 502.5± �O `'� �' � A � ROP. 6'MAX ,48E" BW4 CH EX. TW 499.90 �6 RETAINING WALL (DESIGN BY OTHERS) TW 504. ELEV. LOD BW 499.60 LOD LOD LOD LOD OD LO LBW 498. \ v 21 TW 492.70 484 sa9s BW 49240 88 92 SAN RW 0840 nm4°-an BW 491.701 BWW498 STM A40 d-� a� 'OGRAPHIIC ONTOUA FROM ALBEMARLE COUNTY 6/5 Ir LIMIT, OFF -PROP ISOLATOR ROW TC 514.30 - --_. 14.95 _-� ------_------� ---------_- ---"- - _ � --------`-4--- TM 6 - - o, TM l RD-02 �I PROP-. -- 10"�VS / RD-01 I- '" _____- TC 5' C RIM 517.00 _ TC 517.85 I OP, 8 p TC 517.90 `1 G 518.05 TC 517.90 -. ________`� _ � : . � _-"R_IM _5_16 -__ 6- �-- 515 0 .. G518 G 51 B.00 G 518.00 -- CL _ m TC 516.25 TC 515.10 - ------ Q .50. TC 518.10 - G 518.30 X ORTAON-OF E POSED d "_ __- TC 516.00 oil,� RIM 517.85' '' 5 r, :' ,' •.. ': .....� BC 517.50 .. .; 511.-'" FOUNDA TI G518.3.9 ,' TC 518.20 '• ,. :ti...'.; .:.. 1 9:0_ _ r G 5181 FOR OUTDOOR G 518.50 _ AMENITY AREA '- 5 , ' G 516.50 ----------- 516 5� SAN x "_ 512 TC 516.20 PROP. 8" PVC �,- 1 SAN G518.50 _-''� G518.25 _s7g R106 S7� TC 516.40 PRC ---- GT - " PROP-6"PVC PFRIMFTL ---- � RIM 518.20 G518.50 � :" G 518.50 G 518.50 G 518.00 SEE ARCH. PLA PORTION OF EXPO SEE ARCH. PLAN FOR CONTIN_UATAON: FOUNDAT_IO_N FOR CONTINUATION. HOTEL513' PROPOSE "-- " / r- - 5\� c51a.10 - _--- - 13 SF---- G 518.40 - ---- 109ROOMS MSTOTAL 1q• G51a.3o TC51B.25 �•''` ftSTORY G517.85 17.95 G 518.50 BUILDING HEIGHT 65' MAX G 518.50 515 • --------- " FFE = 518.50 -" ' G518.50 � r '� rc s1a.a5 " 18.30 ,.• G518.50 _________________ _---'' __- "PORTION OF BURIE• G517.90 G518.40 .-' -_" '" FOUNDATION / G518.50 ---- P516.--'' G 518.50 518.50 1 IS 518.50 - G518.50 _ G 518.75 G 519.70 TC 519.65 -"----"'-----------"' G518.65 G518.25 -_____ _ _________""" G518.50 r TC 519.50 •' '..TC " TC 517.10' G 517.30 • S TC 518.45 '' HP 518.65 G 519.35 519.90 ,9'• •, ,- TC 520.50 TC 517.30 G 517.05 . m. TC 520.00 -�T BC 516.80 G 517.55 J' II ' �`r �' PROP. SWALE TC 520.80 ,-T _ - ''; TC 518.10 TC 518.40 G 518.85 _ -- -" TC 519.50 IP. 24" RCP - STM TC 51 msnan A50 - PROP. S+ LANDSCAPE WALL RIM 517.92 ( V'�� •"� bto - ------ TC 516.90 . TC 518.05 _ (DESIGN BY OTHERS) _ G 522 r C`�C - HPRC 517.90 TC 518.60 - - - TC 519 75 _ - 522 5± , 6 5,5.43 -515- - �� 154z c- CC - TCH EX 516 --- ------ G: 520- �,_ - 510 G MA 182± TC 518.30 _ _ --- TC 517.95 1 TC/BC 517 50 6 - ""- L• \ - - P 3 2 G 522.4t A MATCH EX -- G 517.90 518........ _ - 521 _ LANDSCAPE WALL / -'- - G518.45 G5194± 19 --- - - "- + _ - �3� (DESIGN TCH C'J TC 51528 G 518.1± -- TC 519.35 MATCH EX. ;. _'� � �_ � --- OOl � (30a�001 I � _ ___-�� OTHERS � OP � c 5ns9 MATCH EX.' G 519 6+ 521.aa - �y 7c s21.96 SAWCUT / BC 521. G 518.40 CURB BC 517.1±�_ - T - MATCH EX. G 521.25± c 5z/.4B MATCH RIM- 1�- 9 i TC 519.30 BC 518.9t - lNV A=5>0.1 (APP%TDA`.) BE HMARK \ ,. - _ MATCH EX._ _ - �� NEW TEMPORARY SSED ,y_ $L7 TC 518.25 LO i _ - - lNV ELEV.=516.80� G 518.30 G 519.3+ - PROP. SAWCUT G 57t LONS7RUCDON PROP. SA-' MATCH EX. - I _ _ OFFSITE WORK D.B. PG. _ STOR4 /i-PROP. TEMPORARY J-- CURB-hyLET " \\ EASEMENT RlM 1754 OFFSITE WORK RIM=519.46 \\ _ - - - _- - p BO -51234 EASEMENT_ lNV=51Z91 - / - (RECE ED PIPES) ------ - - - -• RIM=518 09r- 0 INV A=51Z99 A INV B=51279 ' STATE FARM BOULEVARD VARIABLE WIDTH RIGHT-OF�y _ ASPHALT PAVED PUBLIC ROADWAY SPEED LIMIT 35 MPH ------------------------ \ D.B. 669 PG -- D.B. 681 PC 330 & 331 - - - _ ____� D.B. 681 PC 12 & 13 i A 511 I I / 480- i' 482 484 / 4g6 488 490 492/ 494 / 496 498�� 5p0 i / 502 504 ea LOT 3 50 PAN S 1 D.. 1 5 07800-00-00-06-' 0..85 -----' 514- , -- 514--------' 516/ 516" STORM MH RCM=51558 __- BOTTOM=509.43 (RECESSED PIPES) B INLET II y11 RIM=549. , i " 518�p 9 rC 51 5 Ili G 51B. 517es G 517.79 CUb'� IS 0.4 +518.81 WEST OF re 5,7.88 ,'PROPERTY LINE G 5IZ4;4 / 517.B9 ' 0 y_ 12 DIM CSTgTs� D ST S BAU??I NCE you .,:-''F� • 524 "::._ ROP. / SAWCUT GRADING LEGEND EX/STINGNOTE TYPICAL NOTE TEXT PROPOSED NOTE -120 - _____________ 125__________ CONTOUR LINE 5 SPOT ELEVATIONS C516.0 C 516.0 C 515.5 SAN SAN SANITARY LABEL SAN SAN # STP,1 STORM LABEL ST # STORM SEWER STORM MANHOLE i TYPICAL END SECTION l HEADWALL OR ENDWALL DP C YARD INLET O CURB INLET Qd MONITORING WELL BORING ® BENCHMARK TEST PIT SLOPELEGEND MANAGED SLOPES HATCH LEGEND MILL & OVERLAY NOTES: VDOT HEAVY DUTY ASPHALT PAVEMENT WP4 W z O � r� k a� z Z E. U a� W pe W Z F WW W os WZ S C72U U s C1r ZW WU jW &¢ Z}(D~DO_U g _j>QO_JUU Z (n2 W zP: «p Ozof af< 0 0J i WI mo® Q Of CL < J 0 Q Ww J V U s� U o REVISIONS REV DATE COMMENT DRAWN 3v cxEcxEp ar 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1. PROPOSED GRADES AT THE NORTHERN CORNER OF THE SITE ARE SHOWN TYING INTO EXISTING GIS CONTOURS. CONTRACTOR TO FIELD VERIFY EXISTING GRADE IN THIS LOCATION WHEN INSTALLING NOT APPROVED FOR WALLS AND ENSURE PROPOSED GRADING TIES INTO EXISTING ELEVATIONS WITHOUT GENERATING A CHANNEL. IF PROPOSED GRADE CANNOT TIE INTO EXISTING WITHIN THE SHOWN LIMITS OF CONSTRUCTION DISTURBANCE, CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY, IN WRITING, FOR RESOLUTION. PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW Channel Report DATE: 1/3/2020 CAD I.D.: SSP-2 Hydraflow Ezpess Extension for Autodesk® Civil 3D® by Autodesk. Inc. Wednesday. Sep 30 2020 Perimeter Channel -10-Yr Triangular Highlighted Side Slopes (z:1) = 3.00, 15.00 Depth (ft) = 0.12 Total Depth (ft) = 1.00 Q (cfs) = 0.200 Area (sqft) = 0.13 Invert Elev (ft) = 515.00 Velocity (ft/s) = 1.54 Slope (°/a) = 5.00 Wetted Perim (ft) = 2.18 N-Value = 0.027 Crit Depth, Yc (ft) = 0.13 Top Width (ft) = 2.16 Calculations EGL (ft) = 0.16 Compute by: Known Q Known Q (cfs) = 0.20 Q - CiA 0 = (0.30) x (6.64 in/hr) x (0.10 ac.) Q = 0.20 cts Elev (ft) Section Depth (ft) 617.00 2,00 516.50 1.50 516.00 1.00 G 522.35' TC 523.05 G 523.25± / 515.50 MATCH EX. G 522.30 / <� TC 522.60 G 522.4± MATCH EX. // TOP TOURS) / 515.00 8± PROP TEMPORARY FROM ALBEMARLEEX / OFFSITE WORK COUNTY C/S 'EASEMENT / 30 15 7.5 0 30 1 "= 30' 514.50 0 2 4 6 6 10 12 14 16 16 20 Reach (ft) RIP -RAP OUT FALL COMPUTATIONS 0.50 0.00 -0.50 Outfall Q (cfs) Do, Pipe Diameter (in) Tailwater Condition La, Apron Length (11) Apron Width d50 (R) Rip -Rap Depth (ft) Rip -Rap Class Upstream (ft) Downstream A A-10 16.99 24 Min 6 6 8 0.5 1.1 Class Al 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3/31 /2020 r SHEET TITLE: GRADING ]CLAN SHEET NUMBER: C-4®1 L REVISION 3 - 3/31/2021 '%Vl72065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES W A Albemarle(ounty Hydrant Flow Service Authority Y (' � Test Report u:, i;,•Mw unrtI r.nemeS ft-" 22911 OUlOrlJDtt Location State Farm Blvd Date and Time of Test 2/14/2017 12:38:00 PM Minutes of Flow 2 Pipe Size (Inches) 8 Pressure Hydrant 10790 Static Pressure (psi) 64 Residual Pressure (psi) 54 Date of Report 2/14/2017 Flow Hydrant #1 10785 Pitot Pressure #1 (psi) 63 Test Flow 1 1109 Flow Hydrant #2 10791 Pitot Pressure #2 (psi) 30 Test Flow 2 765 Flow Hydrant #3 12350 Pitot Pressure #3 (psi) 62 Test Flow 3 1100 Total Estimated Flow (gpm) 2974 AWWA Q20 Calculation (gpm) 6623 (Value of zero In Q20 indicates insufficient pressure drop for calculation) Comments Hydrants opened all the way. For method of calculating pilot Flow with a diffuser: we eq. 13, Walsid and Lutes article 1990 Journal Management and Operations AW WA (All tests conducted using 2.5 discharge outlet unless otherwise specified) Estimated Consumption (gal) 5948 For use for water audit Signature of Tester: /,OA� Residual Hydrant h 079q Flow Hydrant 1 W Flow Hydrant Q Rs°N.o 1078 R 00 r� Legend ACSA Hydrant V# W 235 1241 hiService.Ownership ,, to W r 1 266 No: In Servvice, .ACSA Owned \` Flow Hydrant Not in Service, Private Owner n in Service, Pnyate Ovmershrp 236 In Service, ACSA OwneO RWSA Water Main 1 236 Utility Type � water 0 123 Potable Raw Water y a ACSA Water Main ownership ACSA OtSCLAIMER Utilities. stucares, lot Imes. and all appurtenances moicated on this map we inwb W 1pr general layout and refs nce lotabon only This pnntou1 is riot t joided for any aeler use Chan Tar preliminary planning and general Wtselm purposes. The ua oes shown an this map are beseved to be atxlraL, however, recant utility Improvements and/or system Charges may have been updated In our mapping since the time of this pnrsout. Contact ACSA directly W apedfic Mfity IoaabOM Asnel Imagery © Commonwealth of Virginia Pla neri Data Property of County of Albemarle WE -0N Mkmwk Cmty Service Auth6ri S 0 200 400 600 800 Feet S�viJgeCanaving n - STATE FARM BOULEVARD OVERALL UTILITY PLANT 101 N k S� Z s LU a� LLI p o W z F O w os Z W O 2 U rn U Et s (O Z W W e i W LU $¢ ZrC7 =o IYU g LUZ of QOf JU)O rnZ)22QZ¢ Zrn2 W ZFF «p OZof< Of 0 Z J (9 U of U) Q Of 61) J d Qw U� f- o 05 os REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 15. Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 r PROJECT: ]FINIAL DOCUMENTS E PLANT 11_dOCUMLL iNTS FOR PT HOTEL, LLC r PROPOSED HAMPTON INN I 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA I I I I 100 50 25 0 100 1 "=100' m BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3/31 /2020 r SHEET TITLE: OVERALL UTILITY PLAN SHEET NUMBER: C-5®1 i:\1TVl72065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 WS N PARCEL X PORTION OF PARCEL 20 PANTOPS D.B. 1151 PG. 352 LANDS NlF MARTHA JEFFERSUUN HOSPITAL D.B. 4973 PG. 550 USE VACANT ZONE COMMERCIAL OFFICE PID: 07800-00-00-02OF1 PARCEL 73A PANTOPS D.B. 2019 PG 125 LANDS N/F ALBEMARLE ND, LLC D.B. 4416 PG. 460 USE.• VACANT ZONE- PO -MC PID: 07800-00-00-07JM \\� \1Z-- -- /o ° -- -- �� / /( \ APPROX. LOC 20' / ! / ■ \ \ \ \ SANITARY SEWER EASEMENT / i \ OR 750 PG. 689 � \ D.B. 912 PG 123 EX. TREELINE / SAN EX-1 SAN N / i � RlM 454.32 O - _ - - - - - - / PROP. SPECIAL LOT. 1 T SANIARY2EASEMENT 3 �O� / / SEE NOTE 2, SHEET C-01. t / (2.0 ACRES *) STM I A-10 PROP. RIP RAP OUTFALL. SEE SHEET C-401 FOR / 53 _ ADDITIONAL INFORMATION. ST LIMITSOl DISTURBANCE c / 1 � -Z aPGe � �p0 LOD ( �OQLOD LOD LOD LCD LCC- SAN 00 71 I U I Of LOT 6 I I III d AC D.B. 681PANTOPS PC. 330 a FHOSPITAL AIARTHA EF�RSON D.B. 4973 PG 550USE u VACANT ZONE COMMR OFFICE bpi PID.• 07800-00-00-06600 t I I NEW PERM D.B. -CTRIC PROPISOLATORI PROP. OUTLETSTRUCTURE__ W PROP MC-3500 CF P N N PROP ISOLATOR RI TM--------221 \ 59 RD-02 ®. PROP. 8" PVC 6 LC Si V RAMP _ _ E STM -PROP. VERT RELOCATED PROP. 3'±LANDSCAPE WALL RELOCATED BOX (DESIGN BY OTHERS) �C ROP. CG-12 - RD-03 PROP. F MAX �00 RETAINING WALL (DESIGN BY OTHERS) �O \ iD LOD LOD LOD LOD� � LOT 3 PANTOPS 71 D.B. 681 PG. 330 x x x x x RO . O p� ( LANDS N/F 7 VIRGINIA HIGH SCHOI ®' nao 7 LEAGUE, INC. STM / D.B. 906 PG. 157 ^-7s - - $ USE'. OFFICE _ fI ZONE PO -MC ____________ _ PID: 07800-00-00-Ot RD-01 NO J ► S/ , `PROP. 1,500 GALLON GREASE A TRAP TO BE PROVIDED AND 513.00 INSTALLED BY PLUMBING CONTRACTOR SEE ARCH. SEE ARCH. PLAN PLANS FOR DETAIL. FOR CONTINUATION. PROPOSED HOTEL 13,864 SF 109 ROOMS TOTAL 6 STORY BUILDING HEIGHT 66 MAX FFE = 518.50 RAMP I I I PROP. Op PORTE PP CHERE FIR / ROP. COLIIM lNV A-510.1 (APPRoX) LBEA(�'HMARK OT�OOI- - - - - SSED X-C(IT SET OOl- lNV B= ELEV.=516.B0 PROP. SAWCUT PROP. SAWCUT FDC )P. 24" RCP STM I PROP. 20' WATER A-50 EASEMENT 77 II PROP. 6"X4"TEE " , IT- 1 6" GV ROP. 2 4 � \1-HYDRANT EN S n0 93� LANI -aoT aoT aoT -�- RAMP SAWCUT STORb 71-PROP. TEMPORA'> CURE -INSET " f \\; EASEMENT- RIM=519.46 //NA'NO _ DNS/2E RIM=517.54 BOTTOM=51Z34 OFFSITE WORK EASEMENT -----------------_____--_ lNV=512' GRATE INLET (RECESSED PIPES) \\� RIM=518.09 _ D _- - \ \ INV A-512.99 UNKNOWN ,gjZE A /NV 9=512.79 - T9T� ------------------ INV=51597� T� B\\� STATE E ]FARM BOULEVARD VARIABLE WIDTH RIGHT-OF-WAY ------------------------------------- -` ASPHALT PAYED PUBLIC ROADWAY - SPEED LIMIT • 35 MPH D.B. 669 PG. 12 ------------------------------------ D.B 681 PG. JJO & 331 - - - - - - D.B. 681 PG. 12 & 13 PROP. PH01 UTILIP R A` 0. 4' LINE 172 10 UTILITY LEGEND EXIS77NG NOTE TYPICAL NOTE TEXT PROPOSED NOTE BSAN SANITARY SAN LABEL # STM STORM T LABEL SL SANITARY SEWER eL LATERAL /y UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE G UNDERGROUND G GAS LINE y OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE G UNDERGROUND C CABLE LINE STORM _ - - - - - - - - - SEWER S SANITARY S SEWER MAIN 10, HYDRANT O SANITARY O MANHOLE D STORM i O` MANHOLE ®WM WATER 0 METER WV WATER • VALVE ❑ GAS VALVE GAS METER TYPICAL END SECTION 01 HEADWALL OR �OR� ENDWALL O YARD O INLET CURB INLET O CLEAN O OUT O ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC BOX EP ELECTRIC PEDESTAL ® MONITORING WELL TEST YY PIT TEST PIT NOTE T CONTRACTOR TO TEST PIT FOR EXACT LOCATION OF EXISTING UTILITY AND SUBMIT ANY DISCREPANCIES TO BOHLER ENGINEERING IN WRITING. NOTES: 1. CONTRACTOR TO PROVIDE KNOX BOX. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. 2. WATERLINE SHALL BE INSTALLED WITH 3.5' MINIMUM COVER. SLOPE ]LEGEND LIM� ' Hampton Inn Draft Water and Sewer Connection Fees by Building / DISTURBANCES / ERC Costs Breakdown ��- System Description Amount `Kul` S>� UT L00 CONTRAgQR2EMOVE FIRE - p ��TUEXISTING VALVE AND / RELOCATE HYDRANT AS SHOWN. GO\// 30 15 7.5 0 30 1 "= 30' Water System Development $1,890.00 Water RWSA Capacity Charge $4,760.00 Sewer System Development $2,970.00 Sewer RWSA Capacity Charge $3,850.DO $13,470.00 Date Prepared: 1/4/2021 Draft Connection Fees for Flamoton Inn Buildingg Meter Size gof Units El Connection Meter Cost Adaptor Installation TOTAL Multiplier Fee Per IFee Cost Hampton Inn 2" Compound 109 0.5 $13,470.00 $1,318.47 $45.00 $735,478.47 Note: Fees are subject to change July 1. Pricing based on a 2" compound water meter. If the meter is sized differently the fees will be adjusted accordingly. This is a draft connection fee quote to be used for budget purposes only. An official connection fee quote will be required when application for water/sewer service is made to the ACSA. A building permit must accompany each connection fee payment. Connection fee must be paid in full befprSANIITARY LATERAL SCHEDULE Structure Invert Elev. Length (n) Slope ( % Dia. (in) Material Upper Lower Upper (ft) Lower (li BLDG. SAN 1 513.00 512.50 16.93 2.95% 6 PVC SAN 1 SAN 2 505.00 500.00 139.22 3.59% 6 PVC SAN 2 SAN EX-1 490.00 446.00 201.75 21.81% 6 PVC BLDG. SAN GT 513.00 512.90 5.00 2.00% 6 1 PVC SAN GT SAN 1 512.65 512.35 14.37 2.09% 6 PVC NOTE: THE INVERT AT SAN EX-1 IS APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO MOBILIZATION AND CONFIRMED TO BOHLER. ANY APPLICABLE DESIGN REVISION BASED ON THE FIELD VERIFIED INFORMATION WILL BE COORDINATED AND PROVIDED BY BOHLER. MANAGED SLOPES 8/2/2019 HIS Engineering, Inc. Consulting Engineers Domestic Water Sizing PC 2015 Table E103.3(2) Fixture Occupancy Control Total WSFU Quantity Total Bathroom group Private Tank type 3.6 109 392.4 Bathroom group Private Flush valve 8.0 0 0 Water closet Private an a 2.2 0 0 Water closet Private Flush valve 6.0 0 0 Water closet Public Tank type 5.0 4 20 Water closet Public Flush valve 10.0 0 0 Lavatory Private Faucet 0.7 0 0 Lavatory Public Faucet 2.0 6 12 Bathtub Private Faucet 1.4 0 0 Bathtub Public Faucet 4.0 0 0 Shower Private Mixing valve 1.4 0 0 Shower Public Mixing valve 4.0 1 4 Urinal Public Flush valve 5.0 2 10 Kitchen sink Private Faucet 1.4 0 0 Kitchen sink Restaurant Faucet 4.0 1 2 8 Dishwashing machine Private Automatic 1.4 0 0 Service sink Offices Faucet 3.0 2 6 Drinking fountain Offices 3/8" valve 0.25 2 0.5 Laundry sink Private Faucet 1.4 1 1.4 Washing machine Private Automatic 1.4 0 0 Washing machine Public Automatic 4.0 4 16 Total 470.3 From table E103.3(3), 470.3 wsfu = 120.0 GPM From figure E103.3(5), water supply size for 120.0 GPM at 6 psi is 4". Incoming Domestic water size is 4" Domestic Water Meter Size = 2" based on Fixture Value Sizing WI� P4 W W �z O ICI V r� k a� 0 Z g� w po w z F � w os Z W O 2 U U of s Ur Z W LLl f/J > w & zrC7�pOfU g >QcYJU)O mZ)22QZ¢ 5 zcn�WZFF «p OZQQQFOs Q OfZ(naZ Ol J Of Of € REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT I V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 r PROJECT: ]FINAL SITE PLAN DOCUMENTS FOR PT MOTEL,, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3/31 /2020 r SHEET TITLE: IJ'][`ILI']I°Y PLAN I SHEET NUMBER: C -502 L 17W172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:40 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 10 YEAR INLET COMPUTATIONS Inlet DA C 1 Q Qb Qt S Sx n T W SW On Grade Inlets Only Sag Inlets Only Remarks No. Type Length (ft) Drain Area (acres) Runoff Coeff- icient Intent -sity (inlhr) Incr. Flow (cfs) Carry over Flow (cfs) Accum. Flow (cfs) Gutter Slope (%) Pvmt Cross Slope (%) Spread On Grade (ft) Gutter Width (ft) W I T Gutter Cross Slope (%) Sw 1 Sx Eo (App. 9C-8) a (in) TIN =a1 (12W) (%) Se=Sx +S'w (Eo) (%) Lt,Comp. Length (9C-17) (ft) L,Spec -ified Length (ft) L 1 Lt E Qi Qb Down Qi d h (ft) d I h Ts r°v2n9 Eff. (9C-18) Int'x Flow (cfs) Byp. Flow (cfs) Stream InCx Flow (cfs) Depth (ft) Spread In Sag (ft) Still A-70 Curb DI-313 6.00 0.51 0.70 6.64 2.37 0.00 2.37 4.50 0.02 0.00 2.00 8.33 2.92 0.00 0.00 0.00 2.37 0.23 0.46 0.49 3.32 In Sag A-80 Curb DI-3 C 8.00 0.59 0.80 6.64 3.13 0.00 3.13 3.50 0.02 0.00 2.00 8.33 3.16 0.00 0.00 0.00 3.13 0.24 0.46 0.52 4.09 In Sag 10 YEAR STORM[ COMPUTATIONS From Point To Point Drain. Area (acres) Runoff Coeff. C CA Inlet Time (min) Rainfall Intensity (Inl Q InvertElev. Length (ft) Slope (%) Dia. (in) n Capacity (cfs) Velocity (fps) Flow Time QI Qfull VI Vfull Vfull Remarks MVT19 Incr. F Incr. (cfs) Known (cfs) F (cfs) Upper (ft) Lower (ft) Incr. (min) F (min) A-50 A-40 - - - - - - - 11.55 11.55 506.40 503.15 130.71 2.49% 24 0.013 35.77 10.01 0.22 5.22 0.32 0.88 11.39 A-40 A-30 - - - - - - - - 11.55 503.05 498.25 197.02 2.44% 24 0.013 35.41 9.91 0.33 5.55 0.33 0.88 11.27 A-30 A-20 - - - - - - - - 16.99 493.15 492.90 13.20 1.89% 24 0.013 31.22 10.10 0.02 5.57 0.54 1.02 9.94 A-20 A-10 - - - - - - - - 16.99 486.40 485.50 66.41 1.36% 24 0.013 26.41 8.91 0.12 5.69 0.64 1.06 8.41 A-70 A-60 0.51 0.70 0.36 0.36 5.00 6.64 2.39 - 2.39 510.20 508.35 178.33 1.04% 15 0.013 6.60 4.85 0.61 5.61 0.36 0.90 5.38 A-60 A-59 0.53 0.85 0.45 0.81 5.61 6.48 2.91 - 5.24 508.25 507.30 84.96 1.12% 15 0.013 6.85 6.11 0.23 5.84 0.77 1.09 5.58 A-80 A-79 0.59 0.80 0.47 0.47 5.00 6.64 3.12 - 3.12 508.30 508.00 12.69 2.36% 15 0.013 9.96 7.13 0.03 5.03 0.31 0.88 8.12 A-31 A-30 - - - - - - - 5.44 5.44 505.50 503.60 59.06 3.22% 15 0.013 11.62 9.31 0.11 5.11 0.47 0.98 9.47 10 YEAR ITO]L COMPUTATIONS Structure No. Outlet WSE Do (in) Qo Lo Sfo (%) Hf JUNCTION LOSS Final H Inlet WSE Top I Throat Elev. Inlet Shaping Pre -Cast Structure Junction Loss Reduction Remarks rev11125 Vo Ho Qi Vi Qi • Vi VI1212g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht A-10 487.09 24 16.99 1.00 0.56% 0.01 7.90 0.24 16.99 8.91 151.38 1.23 0.43 - - 0.00 0.67 - - 0.68 487.77 - - - - A-20 487.77 24 16.99 66.41 0.56% 0.37 8.91 0.31 16.99 10.10 171.52 1.58 0.55 50 0.46 0.73 1.59 - 0.80 1.17 488.94 510.50 Yes Yes Yes A-30 494.50 24 16.99 13.20 0.56% 0.07 10.10 0.40 11.55 9.91 114.42 1.53 0.53 90 0.70 1.07 2.00 - 1.00 1.07 495.57 512.50 Yes Yes Yes A-40 499.85 24 11.55 197.02 0.26% 3.20 9.91 0.38 11.55 10.01 115.59 1.56 0.54 84 0.68 1.05 1.98 - 0.99 4.19 504.04 516.15 Yes Yes Yes A-50 504.75 24 11.55 130.71 0.26% 1.65 10.01 0.39 0.39 - 0.19 1.84 506.59 517.80 Yes Yes Yes A-59 510.28 15 5.19 1.00 0.65% 0.01 5.83 0.13 5.24 6.10 31.97 0.58 0.20 - - 0.00 0.33 - 0.17 0.17 510.45 515.05 Yes Yes Yes A-60 510.45 15 5.24 89.56 0.66% 0.59 6.10 0.14 2.39 4.85 11.59 0.37 0.13 92 0.70 0.26 0.53 0.69 0.34 0.93 511.39 511.40 Yes Yes Yes A-70 511.39 15 2.39 178.33 0.14% 0.24 4.85 0.09 0.09 0.12 0.06 0.30 511.69 515.60 Yes Yes Yes A-79 510.28 15 3.12 1.00 0.23% 0.00 5.19 0.10 3.12 6.73 21.01 0.70 0.25 - - 0.00 0.35 - 0.18 0.18 510.46 513.80 Yes Yes Yes A-80 510.46 15 3.12 15.00 0.23% 0.03 6.73 0.18 0.18 0.23 0.11 0.15 510.61 513.55 Yes Yes Yes RIP -RAP OU TFA LL COMPUTATIONS Outfall Q Do, Pipe Tailwater Apron Width d50 Rip -Rap Rip -Rap Apron Upstrea Downstre Diameter Condition Length Depth Class m am (cfs) (in) (ft) (ft) (ft) (ft) (ft) A-10 16.99 24 Max 6 6 5 0.5 1.1 Class AI Pipe ID Invert Elev. Length (ft) Slope (%) Dia. (in) Material Upper Lower RD-01 508.30 507.15 13.79 8.34% 10 PVC RD-02 512.30 509.30 95.90 3.13% 8 PVC RD-03 514.00 512.40 52.86 3.03% 8 PVC RD-04 515.00 514.00 29.51 3.39% 8 PVC RD-05 512.001509.301 48.74 1 5.54% 8 PVC RD-06 513.501512.001 29.50 1 5.08% 6 1 PVC 520 510 500 490 STM A37 STM A30 59.0s - 15" RC 3.22 ° U a� PROP. FILL 95 4 COMPACTED i; rr Nz m N X O K? C7 N x �cv eoie V N O a tD O 0�� O V 0 o z U rrl of 0,AZ 0,np a W z z z o o a E z 10+00 10+50 11+00 520 510 520 500 510 490 500 STM STM A ]9 A-80 PROR GRADE 12.69' - 15" RCP PROP. F LL 95% COMPACTED EX GRADE r o � � m 4 = ~ W � M S o � m Imo m m O �o'n m e w U Q a,nz �i K m> aGUo R M> O o 10+00 10+50 520 510 520 500 510 490 500 480 520 510 500 STM tA-59 PROR GRADE 41.L . GRADE�PROP.GRADE X.33-15'P@1.04% 84.96-15" e PROP. FILL 95%COMPACTED e z u-. En X Z (~7 f 3 w n to � to fl N N U w ro d N.6 W C7 N U o o a,nZ °na rn rl� a,n O ci ainp a K? a o a? f CK at✓ I Vim of Erm 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED STORM PROFILES A=59 TO A-70 SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL STM A50 STM A-00 PROR GRADE STM PROR GRADE STM / A-20 _ X. GRADE i i i / RCP 13071'-24 i i RGP �2A4 T.OT'24 / / i / / EX. GRADE / / STM A-10 / 13.20' 24" R P Q 1.8% VL,6'X5'W / CLASS At RIP RAP h o Q R z o o m N C9 H19 o W X Z SV N S � NQ Cj 'F b p1n O r (MO CL (O m Oe vii Doazzp a$ c nOF z ¢zzz Paz `r' a�z a�z ;E CLW= 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROPOSED STORM PROFILES A-10 TO A-50 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 520 510 500 490 480 k S� Z gS 0_ W pe W Z F O W os z LU O 2 U U Et s (D z W LU 5: W a¢ Zr(71=orn Of g _j><ly-j USZ)2<z¢ s ZU)2LLIZFF «p O0<3L: s z J(D U) n af U) Q OfZv=iaz J d Q Er w U� H o o� os REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 15. Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-2 r PROJECT: FINAL �r JL' JLlolA L SITE PLAN DOCUMENTS FOR PT HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA m BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3/31 /2020 r SHEET TITLE: UTILITY PROFILES ES SHEET NUMBER: C-503 I:\1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-PPU-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:41 PM LAST SAVED BY: CHEDGES PROPOSED STORM PROFILES A-30 TO A-31 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL REVISION 3 - 3/31/2021 3 w U 0 Z g NDS \ \ o SAL Lell ell �, \ �BZ E.• P � T \ \ \ \\ � � � � CI + + + + + + + + /ell + + + + �+ + } + + + + + + + + + + + + + + + + + + + + + + + + + + + ell + + + + + el-"+ + + + + + + + + + + + \ + \ + + + + + + + + + + + + + + + + +\ + + + + +\ + + F(tz + + + + + 4- + + + + + + + + + + + + + + + + + + + + ++++++ \ + + + + + ++ \�+sr+++++++++ ++++++++ +++ + 4 \+ + + + + yr + + + \ + �+ + + + + + /+ + + + + + + \+ + + `+ + + + + + + +\+ + + + + + + + + + + + + + + 4 + + + + + + + + +� + + + + \ + SA lT P S ER E OM-A+T + +/ � + + +/ 4 + + + I- + + + + + + + + + + + D.B+750 6, + + + + + + + + + + + + + + + + t Ate\ + �. PG 1 + + + / + + + + + + E + + + + + + + + + 480 - -� \+ + + + + -+ 45q _+- + + +\+ �+ 4462 - I -----"w / Ago I / 49 \494 '6ell PARfEL� / PORTION F PARCEL 20 / �PANTOPS B 1151 PG + + + +v + + + + + PR + + \ + + + v +\ 1* + + PROP. 20TRIVA S NITARTEASE ENT + + i a ��,�� 1 \ �o �q9 MARTHA EF6ERS N HOSPITAL / D.Be550 eUSE VACANT \ USE.• 7i'MIF• COMMERCIAL OFFICE sow /PID: 07800-00-00-02 \ y00 ell y0� ---------- ell / / h00 �510 106RAPHIC CONTOURS / '/ / ---" 51 FROM ALBEMARLE ! / - COUNTY G15 % / LOT 6( 512' PANTOPSi D.B. 681 PG. \330 1\ / MARTHA ✓EFFERSpN HOSPlX4L D.B. 4973 G. 550 i \ hX� / NEW.'PERMANENT RETAIOG--A H + + + /F +/ + 484 + + / + 4g6 RE + + + + + + MH + + + + + + 32 + =4 l� + + + + + + + + + + + + + + + + + + + + + + �8 + + + + + + + /+ + + + + + + + + + /+ + + 4g0/ \ / + e� + + +6 + + + + / + + + + + + + / O + + + + + + + + + + �// + + + + + + + + +,, 4tV + + + + T + + + + + + + + + + / + + + + +_-, + + + + + + + + + + + + + + + - + + 4466 + + + + + + + + + + + + + + + +-++ + + �+ + + + + /+ + + + + 4g6 + + + + + + i468 + + _ + + + + + + / / + + A`++�� +� +,470 + 4/2A�+ + + + + 498 +I + Il+\ + ++ + +�+ + + + +/ }� + + +°+ / + + + + + + + + + + + + + + + + + + 0 + + + + + + + 476 + /� +, + + TOPOC{RAPHI¢ CONTOURS 50 "�\+ + + OODED AR + + + + + + + + + +FRVWLL?C*4 CE+ + �h + + + 78 + +�0�� + 48� P.TRELINE + +COYY//N+ GG/S + / 502 'M� �►��%. -- t� iroll MORI s 074 FA FAJ �Aff a�l f dl l � � I I��'�� /��I I III•._ � ,,% , i - �1 .� O � �i ► � �►��J /� v ®.� JE ..•�a WE sp � •/a• II�II �� ll'V. XAF � � ./ . //�� - ��*:'��° Ali w at'iy�y:��'��•�•�•�A'••�li+ill � !16 -1��/ ,�'�� `� 1O►�i�i' �'��w&I r�iboOwre oa'.. �i •••'7,��.a'i��'�a; �� w Vi��'��`i``�ti Il�iii��.:a `'p a q'R�"'taa�� r1+►o�oi�rco +��a.�e�.►��: i C v ----- a, .:.. .......... - - - - -__--- NEW TEMPORARY _C ..::.:::r:::::.::::::. .. .... X CUT SET •' .::. �:::.:,:::.:: . �:._:.:.:.:.::rr.grri:1:);;;:;:t^;'r.'.'BF -- .CONSTRUCTION ::.:.:..:.v:tr.:.:. T .80 VCA ��' MEN - EL EV.-516 EASE - ��a5:;rr,�PP':i;::�:i:.iisi) Ig \\ .22 = - \ �::.:,.. ::,:r::;: VCA !23 BN CA D.B.PG j23 / - - LANDSCAPE LEGEND / IGS ---- D _ - _ G � -- -- STREET FRONTAGE = 406 LF / � = � / - - � LANDSCAPE NOTES STATE FARM B0 Tl� �'j V_ - 1. ALL SITE PLANTINGS T TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, 1� Jl JG JL, AVJL JLD LJ JLeJLe e ----------- - - - - - - - - _ \\ MATURE HEIGHT; THE TOPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED VAR/ABLE WIDTH RIGHT-O�Y MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ASPHALT PAVED PUBLIC ADWAY SPEED 6 lT.• MPH 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE - _ - CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. r' r - D.B.D6 PG 12 D.B. 68 PG 330 & 331 REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. - De.� 681 PG 12 & 13 _ 3. PROPOSED RETAINING WALL WILL BE SCREENED BY THE EXISTING VEGETATION TO THE NORTHWEST 30 15 7.5 0 30 AND WILL NOT BE VISIBLE FROM ADJACENT LOTS. 4. SEVEN (7) TREES ALONG THE STATE FARM BOULEVARD FRONTAGE HAVE BEEN PROPOSED WITHIN / 1"=30' THE RIGHT OF WAY TO PROVIDE THE REQUIRED 41V INTERSECTION SIGHT DISTANCE. ^''''''�'''''� PROPOSED TREE CANOPY EXISTING TREE CANOPY + + + + TREE CANOPY + + + PRESERVATION AREA PARKING LOT AREA PARKING LOT LANDSCAPE AREA County, of Albemarle V Conservation Plan Checklist -To be placed on Landscape Plans � (Handbook, pp 111-284-111-297 for complete specifications) 7 L The fallowine items shall he shown on the elan: ® Trees to be saved: r , ® Limits of clearing (outride dripline of trees to be saved); W ® Location and type of protective fencing; NA ❑ Grade changes requiring tree wells or walls; NA❑ Proposed trenching ormnneling beyond the limits of clearing. 2. Markings: W ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the are marking has been inspected and approved by a County inspector. FW 3. M Iree Preservation Conference: F-1 ® "free presenatinn and protection measures shall be reviewed with the contractor on site. 4. Eouipmem Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including sail shall not be pertained within the driplines oftmes O to be saved. 5. Soil Erosion ad Erosion and Starmwater Detention Devices: Devl��: 131 Such Devices shall nut aJvcreely a n, trees to be saved. 6. Fires: Fires are not permitted within 100 feel of the dripline others to be raved. _ 7. Toxic Materials: w D3 Toxic materials shall not be stated within 100 feet of the dripline of trees to be saved. 8. Protective Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: NA ❑ When the ground level must be mixed within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: NA ❑ When the ground level must be lowered within the dripline a tree to be saved, a nee all shall be provided; and a constrocnon detail submitted for approval. 11. Trenchine and Tunneling: NA ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy, feeder roots. 12. .Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: W Damaged trees shall be treated immediately by pruning. fertilization or other methods recommended by a tree specialist. TE: IT IS THE DEVF.I.0 R•1 Digitallys0iI T 'kf, ginWIT�-fHE CONTRACTOR ON TREE CONSERVATION tly DIN: C=US, E=Michael@shaminhotels.com, O=Sharnm Hotels, CN=Michael 1132020 OWNER SI TURE �WMney (DATE) Date: 2020.01.03 10:30:24-0600' CONTRACT PURCHASER SIGNATURE (DATE) 5/1706 Page 1 of VERIFICATION OF COMPLIANCE: THIS LANDSCAPE PLAN SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF ZONING ORDINANCE SECTION 32. LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMONNAME CAL. CONT. CANOPY TOTAL CANOPY SHADE TREES AR 5 ACER RUBRUM RED MAPLE 11f2-2"CAL. B•B 397 1,985 BN 4 BETULA NIGRA MULTI STEM RIVER BIRCH 10-12 BsB 397 1,588 CBF 3 CARPINUS BENWSTASTIGRTA' PYRAMIDAL EUROPEAN HORNBEAM Ii/2-2"CAL. BxB 177 531 CJ 3 CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA TREE 11f2-2"CAL. BxB 222 666 GRS 4 GLEDITSIA TRIACAMHOSVAR. INERMIS'SHADEMASTER' SHADEMASTER HONEYLOCUST 1112-2"CAL. BsB 424 1,696 NS 2 NYSSA SYLVATICA SOURGUMORTUPELO Ii/2-2"CAL. BxB 123 246 PLO 2 PLATANUSOCCIDENTALIS AMERICAN SYCAMORE 1112-2"CAL. BxB 1253 2,506 QP2 4 OUERCUS PALUSTRIS PIN OAR 1112-2"CAL. BsB 370 1,480 QPH 5 QUERCUS PHELL03 'MLLOWOAK Ii/2-2"CAL. BxB 370 1,B50 ZS 4 ZELKOVA SERRATA JAPANESE ZELKOVA 11f2-2"CAL. BxB 350 1,400 SUBTOTAL: 36 TOTAL 13,948 DECIDUOUS SHRUBS CA 22 CLETHRAALNIFOLIA SUMMERSWEET CLETHRA 2430' #3 CAN NA NA IV 20 ITEAVIRGINICA'HENRYS GARNET GARNET SWEETSPIRE 2430' #3 CAN NA NA VCA 24 VIBURNUM CARLESH KOREANSPICE VIBURNUM 2430" #3 CAN NA NA SUBTOTAL: fib EVERGREEN SHRUBS ICBUR 23 ILEX CORNUTA'BURFORDII' BURFORD HOLLY 24-30" #3 CAN NA NA IGS 23 ILEXGLABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 2430' #3 CAN NA NA SUBTOTAL: 46 ALBEMARLE COUNTY LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE LANDSCAPING ALONG STREETS EAST PROPERTY STREET FRONTAGE D. ONE (1) LARGE STREET TREE REQUIRED SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET STREET FRONTAGE: 406 LF OF STREET FRONTAGE, OR PORTION THEREOF, IF LARGE CANOPY TREES REQUIRED: 1/50 x 406 = 8 TWENTY-FIVE (25) FEET OR MORE. WHERE MEDIUM CANOPY TREES REQUIRED: 1/40 X 406 = 10 PERMITTED, ONE (1) MEDIUM SHADE TREE SHALL ROW OF SHRUBS SPACE V APART REQUIRED BE REQUIRED FOR EVERY FORTY (40) FEET OF 32.7.9.5.d & e ROAD FRONTAGE, OR PORTION THEREOF, IF PROPOSED LANDSCAPING TWENTY (20) FEET OR MORE. LARGE CANOPY TREES PROVIDED: 8 COMPLIES ALONG STREETS MEDIUM CANOPY TREES PROVIDED: 10 E. SHRUBS ALONG PUBLIC STREETS. WHEN A ROW OF (112) SHRUBS SPACE 5' APART PROVIDED PARKING AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE FROM AN OFF -SITE STREET, . 1"INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT THE AGENT MAY REQUIRE ADDITIONAL PLANTING OF LOW STREET SHRUBS BETWEEN THE STREET AND THE PARKING AREA, SUBJECT TO THE FOLLOWING: SPACING OF SHRUBS. SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE (5) FEET ON CENTER. INTERIOR PARKING LOT LANDSCAPING INTERIOR PARKING LOT LANDSCAPING AN AREA OF AT LEAST (5) PERCENT OF THE PAVED REQUIRED PARKING AND VEHICULAR CIRCULATION AREA PARKING LOT AREA: 48,997 SF SHALL BE LANDSCAPED WITH TREES OR SHRUBS. AREA REQUIREMENT: 5% INTERIOR LANDSCAPING: 5% x 48,997 SF = 2,450 SF REQUIREIE PLANT MATERIALS MAY BE A MIXTURE OF SHADE TREES AND SHRUBS AND SHALL INCLUDE ONE (1) PROVIDED 32.7.9.6 LARGE OR MEDIUM SHADE TREE PER TEN (10) INTERIOR LANDSCAPING = 3,360 SF (6.86%) PROVIDED LANDSCAPING PARKING SPACES OR PORTION THEREOF. COMPLIES REQUIRED PLANTINGS WITHIN A NUMBER OF PARKING SPACES: 118 PARKING AREA REQUIREMENT 1/10 SPACES CANOPY TREES: 118 x (1110) = 12 SHRUBS:NA PROVIDED PLANTINGS CANOPY TREES: 13 EVERGREEN TREES: NA -@- INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT MINIMUM TREE CANOPY TREE CANOPY CALCULATION COMMERCIAL OR INDUSTRIAL USES. IF THE SITE IS REQUIRED TO BE DEVELOPED FOR COMMERCIAL OR GROSS SITE AREA: 192,249 SF INDUSTRIAL USES, THE MINIMUM TREE CANOPY IS CANOPY COVERAGE: 10% 32.7.9.8 TEN (10) PERCENT. CNOPY AREA: 10% x 192,249 SF = 19,225 SF COMPLIES TREE CANOPY PROVIDED PROPOSED TREE CANOPY = 13,948 SF EXISTING TREE CANOPY = 73,467 SF 87,415 SF (45.47%) k i8 Z g� UJ . Y UJ po W Z W W �5 H D Z S W O 2 U S2 C) s. (DzWW(n>LU a¢ Z r (9 of U) g _j>Qc)JU)O Z (n� W ZFF «p O Z a Q 15 0J(D U)- J - Q a w UJ ~ J ~ k� U) �o REVISIONS REV DATE COMMENT DRAWN BY CHEUKLU BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • - Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: LSP-2 r PROJECT: ]FINAL SITE ]PLAN DOCUMENTS -FOR- PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA m BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com O NICHOLAS T GEORG S r Cert. No. 001653 1, 9y 01/03/20 (vV S.4 PE r SHEET TITLE: LANDSCAPE ]LAN SHEET NUMBER: C-i®1 REVISION 3 - 3/31/2021 -AV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV772065-LSP-3.DWG PRINTED BY: CHEDGES 3.28.21 Q 9:41 PM LAST SAVED BY: CHEDGES LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING FINISHED GRADING SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS ROCKS LARGER THAN ONE INCH(1"),WOOD ROOTS VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH -THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1%.", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED INCLUDING ORGANIC MATERIALS BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (6) 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 "i). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6') THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY THE PROPOSED LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIATOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER 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 %." LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2) FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6) DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT Ito%) 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. ALBEMARLE COUNTY ]PLAINT HEALTH NOTE: 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. DO NOT STAKE OR WRAPTRUNK ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER GREATER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO - = - M•!rci' I � - '.._ •.••- .. :row. ......._ b•n x.. .. .t:. �, • ., ° : — — - BED AND TILL INTO TOP F O O 6 O � -III- PREPARED SOIL. III=ICI= �I=ICI=ICI- - I- -III II - - it — I UNDISTURBED — - - -I - -III-II - - - -- - 4-6" DEEPER THAN ROOT BALL SUBGRADE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE BASE OF ROOT BALL SET ROOT BALL ON FIRM 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 00 o o o SHALL BE PURCHASED. DO NOT PRUNE oa d TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE OR WRAP TRUNK FOLD BURLAP AWAY FROM PREPARE WIDTH OF o ° TOP OF ROOT BALL PLANTING HOLE 6 FT OR TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE d THE ROOT BALL; ov a ao OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 3" THICK LAYER OF DARK BROWN DOUBLE 1 PART COW MANURE SHREDDED HARDWOOD MULCH 3 PARTS TOPSOIL BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR UNDISTURBE RECYCLED YARD WASTE TO BED SUR RADE _-- wti ,'" y' .:k•.r�.,. �� ICI.'•,"`. _ .-i,v',�,.;'+ 9"7' .' — — � AND TILL INTO TOP 6" OF =1 I I —I 15 I —III —III- PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL DIG WIDE, SHALLOW HOLE —III-III- III— —III—III=I 1- REMOVE THE TOP 1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES "—III— ' I— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS SCREE ]PLANTING DETAIL NOT TO SCALE 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 8-12" ... REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUk"JUS AND EVERGREEN SHRUB ]PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE MINIMUM 6" TOPSOIL D= PROPOSED ON CENTER (D.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING 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 REINFORCED RUBBER HOSE 1/2" DIA. 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 213 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 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. 3" 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 NOT TO 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 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LEIS 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 LEIS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND 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. TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER ]PLANTING DETAIL NOT TO SCALE THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. Z D_ W UJ LLI 0) Z F Of W LU(7mU-Oit Z W W W Z W(7Z~0LU UCO J F W 2 Z Z) of Z U UJ c/) O (n72,<z< Z (n W - Of Z � H O a-- Of 0 Qof U 50 2 d Q J af 0 0O W Z Z Q (L J J Of d U W H U) 5� 2 REVISIONS REV DATE COMMENT DRAWN ev cxEcxEo BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 PROJECT: ]FINAL SITE ]PLAIN DOCUMENTS FOR ET HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA B HLER IIII/� E N GG I N E E R I N G I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com CHOLAS T GEOR( Cert. No. 001653 IF A- 01/03/20 , A SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-702 H:\1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:42 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 1992 3.38 Site Plannine for Tree Protection 1. If lot size allows, select trees to be saved before siting the building. No tree should be destroyed or altered until the design of buildings and utility systems is final. 2. Critical areas, such as flood plains, steep slopes, and wetlands, should be left in their natural condition or only partially developed as open space. 3. Locate roadways to cause the least damage to valuable stands. Follow original contours, where feasible, to minimize cuts and fills. 4. Minimize trenching by locating several utilities in the same trench. Excavations for basements and utilities should be kept away from the drip line of trees. 5. Construction material storage areas and worker parking should be noted on the site plan, and located where they will not cause compaction over roots. 6. When retaining existing trees in parking areas, leave enough ground ungraded beyond the drip line of the tree to allow for its survival. 7. Locate erosion and sediment control measures at the limits of clearing and not in wooded areas, to prevent deposition of sediment within the drip line of trees being preserved. Sediment basins should be constructed in the natural terrain, if possible, rather than in locations where extensive grading and tree removal will be required. 17' T. T i 1 t. 1. Groups of trees and individual trees selected for retention shall be accurately located on the plan and designated as "tree(s) to be saved." Individual specimens that are not part of a tree group shall also have their species and diameter noted on the plan. 2. At a minimum, the limits of clearing shall be located outside the drip line of any tree to be retained and, in no case, closer than 5 feet to the trunk of any tree (Plate 3.38- 1). 3. Marking: Prior to construction and before the preconstruction conference, individual trees and stands of trees to be retained within the limits of clearing shall be marked at a height visible to equipment operators. According to the Virginia Department of Forestry, a diagonal slash of brightly colored paint approximately 8 to 10 inches in length is a common practice in areas where an accidental or purposeful alteration of the proper markings is a concern. In most situations, such as an area which is supposed to receive formal landscaping, a surveyor's ribbon or a similar material applied at a reasonable height encircling the tree will suffice. f. Additional Trees - Additional trees may be left standing as protection between the trunks of the trees to be retained and the limits of clearing. However, in order for this alternative to be used, the trunks of the trees in the buffer must be no more than 6 feet apart to prevent passage of equipment and material through the buffer. These additional trees shall be reexamined prior to the completion of construction and either be given sufficient treatment to ensure survival or be removed. g. Trunk Armoring - As a last resort, a tree trunk can be armored with burlap wrapping and 2-inch studs wired vertically no more than 2 inches apart to a height of 5 feet encircling the trunk. If this alternative is used, the root zone within the drip line will still require protection. Nothing should ever be nailed to a tree. Fencing and armoring devices shall be in place before any excavation or grading is begun, shall be kept in good repair for the duration of construction activities, and shall be the last items removed during the final cleanup after the completion of the project. TABLE 3.38-A TREE FERTILIZATION FOR PROTECTION FROM CONSTRUCTION ACTIVITY TREE TYPE SPECIAL CONDITIONS APPLICATION RATE & METHOD FORMULATION Normal 2-4 lbs. per inch dbh; Commercial 10-8-6 or 10- Greater than 6 inches dbh' except American broadcast 6-4 Beeches and Crabapples Grade 4-5 lbs. per inch dbh; Commercial 10-6-4 Broad -Leaf Deciduous Change broadcast Normal 1-2 lbs. per inch dbh; Commercial 10-8-6 or 10- Smaller than 6 inches dbh, including all broadcast 6-4 American Beeches and Crabapples Grade 2-3 lbs. per inch dbh; Commercial 10-6-4 Change broadcast Greater than 6 inches dbh, located in groups 2-4 lbs per 100 sq. ft. of bed area; Commercial 10-6-4 broadcast Evergr Evergreen Eeen Greater than 6 inches dbh, single specimens 2 lbs. per inch dbh; broadcast Commercial 10-6-4 in open area Smaller than 6 inches dbh 5 lbs. per 100 sq. ft. of bed area; Tankage or Cottonseed incorporated into soil Meal Where nitrogen in soil is sufficient Liberal quantities incorporated into soil Acid Peat Moss or Rotted Broad -leaf Evergreen and applied as mulch Oak Leaf Mold Where additional nitrogen is necessary Also add 5 lbs. per 100 sq. ft. of bed Tankage or Cottonseed area incorporated into soil Meal • dbh : Diameter at breast height (4.5 feet above ground level). I DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS Or CLEARING AND GRADING PROPOSED GRADING r • MIN. 5' ---wI waIll WHERE DRIPUNE IS LESS THAN S sN CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 4. Pre -Construction Conference: During any preconstruction conference, tree preservation and protection treasures should be reviewed with the contractor as they apply to that specific project. 5. Equipment Operation and Storage: Heavy equipment, vehicular traffic, or stockpiles of any construction materials (including topsoil) shall not be permitted within the drip line of any tree to be retained. Trees being removed shall not be felled, pushed or pulled into trees being retained. Equipment operators shall not clean any part of their equipment by slamming it against the trunks of trees to be retained. 6. Fires: Fires shall not be permitted within 100 feet from the drip line of any trees to be retained. Fires shall be limited in size to prevent adverse effects on trees, and kept under surveillance. 7. Storage and Disposal of Toxic Materials: No toxic materials shall be stored closer than 100 feet to the drip line of any trees to be retained. Paint, acid, nails, gypsum board, wire, chemicals, fuels, and lubricants shall not be disposed of in such a way as to injure vegetation. Tunnelling is almost always preferred over the trenching method. The tunnel should be 18 inches or greater below the ground surface and should not be located under the center of the tree (an off -center tunnel has the least impact on the roots). d. Roots shall not be left exposed to the air. They shall be covered with soil as soon as possible or protected and kept moistened with wet burlap or peat moss until the trench or tunnel can be filled. e. The ends of damaged and cut roots shall be cut off smoothly and protected by painting promptly with a tree -wound dressing. f. Trenches and tunnels shall be filled as soon as possible. Air spaces in the soil shall be avoided by careful filling and tamping. g. Peat moss or other suitable material shall be added to the fill material as an aid to inducing and developing new root growth. h. The tree shall be mulched and fertilized to conserve moisture, stimulate new root growth, and enhance general tree vigor. i. If a large amount of the root system has been damaged and killed, the crown leaf surface shall be proportionately reduced to balance the reduced root system. This may be accomplished by pruning 20 to 30 percent of the crown foliage. If roots are cut during the winter, pruning shall be accomplished before the next growing season. If roots are cut during the growing season, pruning shall be done immediately. 12. Removal and Replacement of Damaged Trees: Should a tree intended and marked to be retained be damaged seriously enough that survival and normal growth are not possible, the tree shall be removed. If replacement is desirable and/or required, the replacement tree shall be of the same or similar species, 2-inch to 25-inch (minimum) caliper balled and burlapped nursery stock. However, today, with the aid of a "tree spade," the same caliper tree may be required as a replacement. 13. nUR: Clean-up after a construction project can be a critical time for tree damage. Trees protected throughout the development operation are often destroyed by carelessness during the final clean-up and landscaping. Fences and barriers shall be removed last, after everything else is cleaned -up and carried away. 14. Maintenance: In spite of precautions, some damage to protected trees may Occur. In such cases, the following maintenance guidelines should be followed: a. Soil Aeration - If the soil has become compacted over the root zone of any tree, the ground shall be aerated by punching holes with an iron bar. The bar shall be driven 1-foot deep and then moved back and forth until the soil is 8. Fencing and Armoring (Plate 3.38-2): Any device may be used which will effectively protect the roots, trunk and tops of trees retained on the site. However, trees to be retained within 40 feet of a proposed building or excavation shall be protected by fencing. Personnel must be instructed to honor protective devices. The devices described are suggested only, and are not intended to exclude the use of other devices which will protect the trees to be retained. a. Snow Fence - Standard 40-inch high snow fence shall be placed at the limits of clearing on standard steel posts set 6 feet apart. b. Board Fence - Board fencing consisting of 4-inch square posts set securely in the ground and protruding at least 4 feet above the ground shall be placed at the limits of clearing with a minimum of two horizontal boards between posts. If it is not practical to erect a fence at the drip line, construct a triangular fence nearer the trunk. The limits of clearing will still be located at the drip line, since the root zone within the drip line will still require protection. C. Cord Fence - Posts with a minimum size of 2 inches square or 2 inches in diameter set securely in the ground and protruding at least 4 feet above the ground shall be placed at the limits of clearing with two rows of cord 1/4-inch or thicker at least 2 feet apart running between posts with strips of colored surveyor's flagging tied securely to the string at intervals no greater than 3 feet. d. Plastic Fencing - 40-inch high "international orange" plastic (polyethylene) web fencing secured to conventional metal "T' or "U" posts driven to a minimum depth of 18 inches on 6-foot minimum centers shall be installed at the limits of clearing. The fence should have the following minimum physical qualities: Tensile yield: Average 2,000 lbs. per 4-foot width (ASTM D638) Ultimate tensile yield: Average 2,900 lbs. per 4-foot width (ASTM D638) Elongation at break (%): Greater than 1000% (ASTM D638) Chemical resistance: Inen to most chemicals and acids e. Earth Berms - Temporary earth berms shall be constructed according to specifications for a TEMPORARY DIVERSION DIKE (Std. & Spec. 3.9) with the base of the berm on the tree side located along the limits of clearing. Earth berms may not be used for this purpose if their presence will conflict with drainage patterns. loosened. This procedure shall be repeated every 18 inches until all of the compacted soil beneath the crown of the tree has been loosened. b. Repair of Damage 1) Any damage to the crown, trunk, or root system of any tree retained on the site shall be repaired immediately. 2) Whenever major root or bark damage occurs, remove some foliage to reduce the demand for water and nutrients. 3) Damaged roots shall immediately be cut off cleanly inside the exposed or damaged area Cut surfaces shall be painted with approved tree paint, and moist peat moss, burlap, or top -soil shall be spread over the exposed area. 4) To treat bark damage, carefully cut away all loosened bark back into the undamaged area, taper the cut at the top and bottom, and provide drainage at the base of the wound (Plate 3.38-8). 5) All tree limbs damaged during construction or removed for any other reason shall be cut off above the collar at the preceding branch junction (Plate 3.38-8). 6) Care for serious injuries shall be prescribed by a forester or a tree specialist. C. Fertilization: Broadleaf trees that have been stressed or damaged shall receive a heavy application of fertilizer to aid their recovery. 1) Trees shall be fertilized in the late fall (after October 1) or the early spring (from the time frost is out of the ground until May 1). Fall applications are preferred, as the nutrients will be made available over a longer period of time. 2) Fertilizer shall be applied to the soil over the feeder roots (see Plate 3.38-9). In no case should it be applied closer than 3 feet to the trunk. The root system of conifers extends some distance beyond the drip line. Increase the area to be fertilized by one fourth the area of the crown. 3) Fertilizer shall be applied using approved fertilization methods and equipment. 1992 3.38 TREE CARE 1 1 i p lh I1 I �na ,i11 TREE WOUND TRIM AND TAPER TREATING BARK WOUNDS I 2 I I 3 � II I\11QI �� I 1II` 1 IJ{I I 1I I� III TREE COLL I f If,lp ICI INCORRECT CORRECT CORRECT PRUNING DAMAGED BRANCHES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976. Plate 3.38-8 4) Formulations and application rates shall conform to the guidelines given in Table 3.38-A. Maintain a ground cover of organic mulch around trees that is adequate to prevent erosion, protect roots, and hold water. c� z UJ w w w U) z FD� w z WF(Dwj UJ02U—UIr Ozwww jw Z5 c- w x W P: W Q 2 W Z _J>Z0WW0 V) = 2 ¢ Q z °Z0 a< 0 Q J 00� W Z z a¢ > aJ � U w I- rn REVISIONS REV DATE COMMENT DRAWN ev cxrcKro BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 16� Know whats below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D. SPD-2 r PROJECT: �7 ]F I AL SITE PLAN DOCUMENTS FOR ]PT HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com rS rn AR0 IT GEORG A� S No. 001653 010�/03/2 PE r SHEET TITLE: TREE PRESERVATION NOTES & DETAILS SHEET NUMBER I:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\Vl72065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:42 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 REVISIONS REV # DATE BY: 1 1 1 /7/1 9 J.P. .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0. 0 .0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0. 0.0 .0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 .0 0.0 0.0 0.0 0. 0. .1 0. 0.0 0. 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 .0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + 0 0.0 0.0 0.1 0. 0. 2 0 1 1 1 0 1 1 0.1 0.0 0.1 .1 0 1 1 0.2 .3 0.5 .5 0.5 0.4 0.3 .1 .0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.2 0.3 0 0.9 0.7 0. 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.1 0. 1. 2. 2. 9 4 1 5 2.0 9 1.7 1.3 0.4 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + 0 0 0 2. 2. 3. 2.6 8 2.5 1.9 0.6 .0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0 0 2. 2. 3. 3.5 3.7 3.9 .0 3.9 .8 .4 2.9 2.6 2.8 3.2 3.7 3.9 4 0 3.9 3.8 3.5 3.2 3 2 3.9 3.7 3.9 4.0 3.9 3.6 3.2 2.9 2.8 3.0 3.6 3.3 2. 0.8 0 0 0.0 0.0 0.0 + + 0 0 0 - 3. 3. 3. 2.8 2.7 2.7 2.7 .7 2. .5 .5 2. 8 2.6 2.6 2.5 2.5 2.4 2.3 2.4 2.7 3.3 4.1 3.8 3. 1.0 0 1 0. 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 1 0 6 4. 3. 2.1 .7 1. 1. 1.6 6 1. 8 9 1.8 1.7 1 8 0 2 0 1. 1. 1.5 1 9 1.9 .9 .5 1.8 3.2 4.3 4.1 0.9 0 1 .0 0.0 + + Q + 0 1 0 0 4.2 3. 1.4 .9 0. 0. 0.7 0 8 .9 .0 0.9 0 2 .0 1 0 1. 0. 0.7 0 6 0.6 .7 .8 1.2 2 3.1 9.2 0.9 0 0. + + 0.1 0 9.1 4.1 3. 4 0.4 1 .2 0 2.9 4.0 1.0 .1 0. .0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0 4. 3.9 3.9 3. 1.8 0.9 0.2 0.1 0.1 0.1 0 0. 0 0. 0.1 0 1 0.2 0.2 0.1 0.1 0.2 0.2 0 .0 2.9 3.8 0.8 .0 0. 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0. 0 2. 3.5 3.8 2. 1.8 0.9 0.2 .1 0.1 0.1 ' 1 0.1 0.1 0.2 0 .1 3.0 3.5 3.2 2. 0.8 0. 0 0 0.0 A + + + + + + + + + + + + + + + + + + + 0.0 0. 0 2. 2.9 3.3 2. 1.9 1.0 0.1 0.1 0.2 0 1.1 2.2 3.0 3.4 3.2 2. 0. 0. 0 + + + + + + + + + + + + + + + + + + + 0.0 0. 0 1 2.5 2.8 2. 1.9 1.1 0.1 0.1 0.2 0 1.1 2.1 2.9 3.5 3.3 2. 0. 0. 0 0.0 0. 0 1 8 +2.4 1.6 A 2.0 1.1 , 1 0.1 0.2 0 1.0 1.94.8 f.8 3.6 2. 0 9 0. 0 0. + 4 0.0 0. 0 6 2.9 2. 1 0.1 0.2 0 0.8 1.7 2.8 4.0 3.8 3. 0 0. 0 .0 + + + + + + + + + + + + + + + + + + + + + 0.0 0. 0 .0 3.4 2. 1 0.2 0.2 0 0.8 1.7 2.8 4.1 4. 0. 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + 0.0 0. 0 .6 3.9 2. 0.2 0.3 0.4 0.5 0 1.0 1.8 2.9 4.1 0. 0. .0 0.0 + + + + + + j 0.0 0. 0 .3 4.1 4.1 3. 1.9 1.0 0 2 3 0.3 0 4 0.5 05 0.5 0.5 0.3 0.2 0.2 0.2 0.3 0.3 0.2 v .0.5 0.6 0.7 1.1 1 0 2.8 3.8 0. 0. + p g + 4 0.0 0.1 0 .2 4.3 4.4 3. 2.3 1.3 0.6 0.5 0.6 0.6 0.7 0. 0 8 9 1.0 1. 3 1.3 8 8 1.9 1.9� 3. 3 .4 .7 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + p+ 0.0 0.1 0.5 .0 4. 4.6 3.9 .9 2.1 1.6 1.4 1. 5 1 1.4 1 3 1.5 6 1.8 2.1 2.3 2. 2. 3. 2 2. 3 2. 2.2 1.7 0 0. 0.0 0.0 Olg + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0. 0.6 4.9 4.1 .6 .0 6 .4 2 2.5 2 7 .7 2.5 2 4 2.2 2 2. 2.2 6 .1 .7 3.9 3.9 3. 2.7 2.1 1.9 1.7 1. 1 0.3 0. + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0. 0. 3.0 3.8 3.9 4.0 5 3.5 6 ® 2.9 3 1. 6 3.9 3.9 3.7 3.0 2.3 1 1.1 0.9 .8 0. 0.0 + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0. 0.3 1 c 2.2 2. 9 3.4 3 4. 0 3.9 .5 2.8 1 1 .7 1. 2. 1 2. 6 3.4 4. 1. 6 . 1 0 0.4 0. 0 4� 0.0 0. 0.9 1.8 2.5 2.9 3.3 4.3 .6 4.9 .2 3.2 3.5 4.2 .4 .0 2.2 7 1.3 .6 1.2 0. 0.2 0 .2 .1 .0 0.0 0.0 + + + + + + + + + + + + + + + + + + 0 0 1.3 1.9 5 1. 0 6 1 0.1 .0 0.0 0.0 0.0 0.0 0.0 + + 4 + + + + + + + + + + + + + + + + + + 0 0.1 0 0.3 .3 0.3 0.2 0.1 .0 0 0 .0 0. 0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0. .0 0.0 0.0 0.0 0.0 0 0.0 0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0. o o .o 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOTE: THE FINAL SITE PLAN CANNOT BE APPROVED UNLESS AND UNTIL ALL THE OUTDOOR LIGHTING INFORMATION REQUIRED BY Z.D. 32.6.2(K) IS PROVIDED TO DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE OUTDOOR LIGHTING REQUIREMENTS AS SPECIFIED IN Z.O. 4.1 7, AND WITH ALL OTHER APPLICABLE CONDITIONS OF APPROVAL ESTABLISHED THROUGH PREVIOUS LEGISLATIVE ZONING APPROVALS. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. Calculation Summary Label Units Ava Max Min Avg/Min Max/Min PtSpcLr PtSpcTb PARKING Fc 2.79 4.6 0.5 5.58 9.20 10 10 Luminaire Schedule u,'LS11845 HAMPTON INN ALBEMARLE, VA PM: KEN PLEASE EMAIL US FOR PRICING AT KBRONSTAD@WLSLIGHTING.COM Symbol Oty Label Lum. Lumens LLF Description Lum. Watts rff+ I 10 A 15919 1.000 WLS-MIM-LED-24L-SIL-FT-40-70CRI-IL 25' MOUNTING HEIGHT 187 ALBEMAEZLE COUNTY LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. T W J Q Z� z_ W r Z j N Q 1 a. 5 W Q Q M I Q �/� 1.1 l 11 03 r s- 13.17t 1317A611 f 7.P Collins) f Ilpfl No P, P, 31T 17ESRR1 BIBNMI Rwtauu 4reaer H65MI I_ Eli Type: MIM SERIES LED AREA SPECIFICATIONS 0 tical System St • rate -of -the -Art one eslli one optic shee delivers Indus leading optical control an integrated ske t r viol S ec c t ead t rot o provide W n1 M 9 P9a P IP66 rated sealed optical chamber In 1 component. • Proprietary Accrue refractor optics prowde exceptional coverage and uniformity In IES Types 2, 3. SW. FT and FTA. • Silicone optical material does not yellow or crack with age and provel a typical light transmittance of 93%. • Zero uplight. • Available in SOODK, 4000K, 3000K, and 2700K color temperatures per ANSI C78.377. Also available in Phosphor Converted Aml consult factory for availability • Minimum CRI of 70. Optional 80 CRI available, consul) factory for lead time. • Integral louver Ilt) option available for improved backlight control without sa<rificirlg street side performance. Electrical • High-performance driver features over -voltage, undet-voltage, short-circuit and over temperature protection. • 0-1OV dimming (10%- 100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Ha or optional High Voltage (A7-480 Vac). - LBO Calculated Life: >10ok Hours • Total harmonic distortion: e20% • Operating temperature: 4O'C to KO"C (-40"F to+I 2TF). 42L lumen package rated to+40 C. • Power factor. �.90 - Input power stays constant over Ilfe. • Field replaceable surge protection device meets a minimum Category C Low operation (per ANSMEEE C62411). • High -efficacy LEDs mounted to metal -core circuit board to maximize heat dissipation • Terminal block provided accepts up to I Oga wire. - Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. Construction • Rugged die-cast aluminum housing contains factory prewired driver and optical unit. Cast aluminum wiring access door located underneath. • Designed to mount to square or round poles. • Luminalre is proudly manufactured in the U.S. of US. and imported parts. • IP65 rated lumbill protects Integral components from harsh dnvlronmvish. • 3G rated for ANSI C136.31 high vibration applications • Fixtures are finished with WLS's Dural polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Other standard WLS finishes available. Contact your sales ie uinam lhve. • Shipping weight: 30 lbs in carton, Controls ontacl your sales representitive for available wireless controls. Installation A single fastener secures the hinged door, undemeath the housing and provides quick 6 easy access to the electrical com pa tment far installirglservicing. • Included terminal block provides quick and easy on -site wiring, • Utilizes WLS's traditional 3* drill pattern for easy fastening of WLS products, waeranty • Wl5 LED Fixtures pry a 5-year warranty. Listings • Listed to UL 1598 and UL 8750. • Fall Compliant. • American Recovery and Reinvestment Act Funding Compliant. • IDA compliant with 30004(color temperature selection. • Title 24 Compliant; see local ordinance for qualification information. • Suitable For wet Locations. • IP66 rated Laminate, IP66 rated optical chamber. • 315 rated for ANSI C136.31 high vibration applications s� Al IP66 ROI'IS ARR�A 0 �L BB \tea 6? Di�ble irein`1�ii CUSIRLIAN7 IdIB '�� d1 IIII1M Made m the U.S.A. of the U S, and imposed pans ®� Meets Bury Amerac n requimlwnts M AREA. WLSI '/`,� LIGHTING Fort wortthh. rx sor 761 t0 SYSTEMS 800.6Z28711 www.wlslighting.com MIM SERIES LED AREA MIM SERIES LED AREA ORDERING Refer to example INFSELECT below. ORMATIONAPPROPRIATE CHOICE•.M EACH COLUMN TO FORMULATE ORDER CODE. SERIES LIGHT LUMEN LIGHT DISTIIIBUTION ORIENTATION VOLTAGE DRIVER COLOR TEMP SOURCE PACKAGE' OUTPUT MIM bon 9 LED 7L ;0,1,, . SIL :.cone 2 Tyoe 2 (Wank) staMard UNV Universal Vohage DIM -. .r m 5o i,00o CCl 91. 9.030Ims 3Time 3 L Omlamtatedleft90 (12P27NV (a Ill 40 Agw CR 12L 12o00kns SW Type 5 Wide R Opticsmutedrlght 90 NV H,gh Voltage 30' 3,00DCR ISL I&OOObm FT Forward Throw D4741OV) 27' 4700CCT 24L 24,0001.. FTA Forward Throw Asmr AMR'' Phosphor Convertea 30L 30.0001ms motive Amber 361. 36,000Irm 42L 42.=k ORDER: WLS MIM LED SIL DIM COLOR 7;*4e4 OPTIONS 70CRI OCRI @lank) None BRZ Brave (blank) r,. �� all 3o CRl Stand-Alppg,(pntrial3 BLK Black IL' bI,1EI Luse, Hen EXT P� w ournme g (how eldemal signal GPT Graphite IMSOM7''' integral Mowpn Sensor t12' 120l MSV mean. saw, IMSOM2" integral Marion Serasor 12-x0120-277V WHC while IMSOM4" integral Atouon Senor 20-0U' 11P277V PUP Platinum Plus IMi07 HVIntegral Morton Senses 8-1T347.48ai, SVG Soon Verde Green IMS02HV ' Integral Morton Sens. 12-]0'aV4a0V CC' Custom Cob, IM504HV'' Integral Motion Senso, 2oQ`M74N79 CR7V 719n Conool Kecepvde ANSIC13641 Burson Type Photocells PCI120 UN PC120&277 19a-277V P0347 34N ORDER: Example: WLSMIM-LED-9L-SIL-3-L-UNV-DIM40-80-EXT-BRZ-IL 1 Nor avalaNe on "Type V' cHurbaboun 2 cal Fia lacy for avarlabrbty. 3 Only avalable, in 91. arhd 12L Lumen Packages 4 Not avaeaNe in HV 5 IMS Is field adlusublq via a hand Wit Remote Configuraror Tad, wWCr must be .Nr separa[Ny $ee A<cessay ONn1rg Information Project Name: Project Name: Date: LIGHTING Fort Worth, TX 76110 Date: Location: I WLS SYSTEMS 900.622.8711 Location: Notes: www.wlsfighting.com Notes: OIREV.OI719 Spedfi.lwns subject to charge wxh.a ..it. DEUVEREDWMENS Lumen Patkag6 Pslnbubon CRI 27W CCr 30DOKCCT 40MCCT SOON CR wastage Defamed Lumens ��' BUG Patios Delivered lsmens EfiaQ' atin Rating Oelm. Wmem �� BW Rating Delivered lumens Flfrury atiG flalkl9 2 70 26SBI 108 W UOG3 28900 117 Isl 30905 125 84UOG3 31551 128 B4-UoG3 ]IL 70 Hall 68 BlUl 10132 73 at, Ell 19390 79 a1'UP62 IW% 80 111-Ul 1 70 27575 Ila B341gG4 3W89 122 83ol 32176 130 noose 32850 131 83-0l 31L 70 20150 92 ol-U064 2190a 69 al-thl 23428 95 111-U0G4 21910 97 BI-Ul .''I Say )a abase 1% B5-UPG3 28557 116 85U0-G3 30536 124 fls Wu 3117 126 BS-0OGe 247 Tf 70 27S12 III 93-U" M12 Ill 81 Uo-G4 31910 130 B3410G/ 1206 1 142 93 Ul ETIL 70 174M 71 BI-UOGI 18951 A 01 UO-G4 20266 Q III Vol M60s 94 at AOGs Fps 70 A365 III 113-UOG3 29752 120 Bl.U0G3 31815 129 644xaGI 32482 132 W-UPG3 r7A IL 70 193W Te B24JOG2 21075 a5 B2-UOw 225V 91 In Val 23009 91 32-U0 2 70 32214 102 B4-U0G3 35025 Ill Bal 174M Ila 114-Ul 38238 12? B44Ul 21L 70 M212 W Bt-Ul 21975 69 81-Uil 23499 74 B2410G3 23991 76 02-Ull 3 M 33W 1% B}UOG4 36466 115 83-UO-GS still is B3410-GS 39812 126 B3-UOGS 31L 70 24421 A 81-UOW 26551 W 81-tAl M93 90 814WG4 28967 92 111-000S 36L SW M 31032 101 BPUl 34W M9 85-UPG4 3M10 117 85410-GI 37735 119 BS-UOCA 317 FT M 33312 105 B3-UPGS 36251 114 B}UslG5 W66 in a4LOG3 39M 125 1114-Until FTIL M 311 ]5 67 Bl-Ul nags 73 Blol 34551 78 BI4 G`I 2SD75 79 Bl-Ul 7A M 331W 105 84-ul 36058 114 "UOG4 m559 IJZ BNIOGA 393" 124 840003 RAIL M 2N92 74 B2-U0G2 25541 81 82-Ul 27313 86 32410-GI 27885 88 B2-Ul 2 70 16785 en W UOG3 39W 103 85-UO-G4 42765 110 135-vil 43663 112 85-UOG4 IIL 70 230]9 59 a1.Ul 2501 W Ba-Ul 16833 69 BR-UOG3 27395 70 02-Ul 1 70 382" 96 B3_Ul 416W 107 Bar Ull a1528 114 48 W-GS 45460 117 84ol 31L 70 278a6 A B1-U064 X319 78 fll-u(l 32422 W al-UOGS 33100 e5 BH-06G5 I-L Sw 70 mug 93 BS-U6G4 M20 101 8SW-G4 42261 IN Bs- Gil 41145 fit all 3% FT 70 M73 98 &WOGS 41395 lob B "S 44265 114 413 qGS 45192 116 34-UOGS FTE 70 24122 62 st.0 4 26226 W B1-Exi 28045 72 el-ml M632 73 W-Ul ETA 70 37070 97 84-UO W 41174 1N 84U0 G4 4030 113 B4-UPGI 44951 115 M UPW I TA IL 1 70 1 26825 69 B1-UOG2 29165 75 57 Uo G2 311M Bo 0 all 31941 a2 82 Ul ELECTRICAL DATA (AMPS) LUMINAIRE EPA CHART - MIM SERIES Lumens Watts 120V 20&V 240V 277V 347V 490V Singk 0.6 7L 53 0.4A 03A 0.2 0.2 01 0.1 D780' 1.1 9L 69 Ol 03 03 0.2 01 0.1 12L 94 OAA 0.S OA 0.3 0.3 01 pg0' 0.9 IeL lso 1.IA 0.7 0.6 os oa os ■ f�� T90• 1.9 24L 197 IAA 0.9 0b 0.7 o.S 0.4 30L 247 2.IA 1.2 IA 0.9 0.7 OS Till r3� 1.9 36L 317 2bA 1 1.5 1 13 1 1.1 1 0.9 1 0.7 Q9D 2.1 42L 390 3121 1.9 1.6 1.4 1.1 0.8 Hechioi data n 25C pHj. Actual wattage mwdiaer by+/-10% WLSI /l\LIGHTING Fart Wdwir MIs.TX Place6110 SYSTEMS 800.6229711 www.wldighting.com Project Name: Date: Location: Notes: 01 REV. 01119 specifications subject to change weraut notice MIM SERIES LED AREA 6 Coo l device must be wae,ed separately 7 pin standard. See Accessory Ordering Info rra . 7 Not avalaNe in UNV a Consult factory for Programmable wattages and lumen packages 9 Consuh sal osprnemsove for custom color RI REV.Olf19 Speci6cahuns subject to change vamout swore DELIVERED WMENS hantimsed an oat Pagel Lumen Ornnbrnlon ea 17WKCCT 30NKCR 40001(CR stil R Wall Wa turne Lumensr, EH.cary BUG Patrng Delivered Lumens Eficacy BUG Kerins Delivered Lumens EMcxy tin Rating Dell Lumen;l Efficacy BUG Rasing 2 70 sill 124 BbUOGI 6711 127 824MG1 7208 117 B7-UOis2 7S96 144 VUl 1-It 70 last 77 Sol 4167 79 B6WG1 4476 65 NU6G1 4717 89 80'U0G1 1 70 6724 127 91-UO-GI 6889 130 B14WGl 7400 1" Bt4l 77" Hill 111-1.10G1 3-iL 70 4929 93 RO410G2 Soso 96 1104W-G2 5414 103 90,410-02 5716 IN 8n110-G2 7L SW Ili "On 121 B3-Ul 6557 124 111M Gt 1043 133 113 UOG2 7422 sit B3UII 53 FT JO 6540 124 1 81 ul 6701 1 127 814.10.62 7197 1 IM at ul 7SB4 im E2-1 iT.R M 4231 N BPUOG2 4314 B7 IRIVIl G2 4656 88 80 UPG2 AM 93 BO UOG7 FTA ]0 bfilfi 116 BTUOGI 6799 179 62416G1 7303 138 81-UOG1 76% 146 O70001 fTbR ]0 4664 92 Bl-IIOGI 49W 9s Bl4M-Gt 530 101 61410G1 SWI 1W 814JOG1 2 70 6349 122 82-U061 BS2b 125 lit-MW 93% 137 Bl-U0G2 97" 143 B." 2-IL 70 Sias 76 B0U0G1 5326 78 80-U0 GI 5835 05 BO-UOGI Q76 N likuG 3 70 6571 125 Bl-U0G2 88041 in BCUO-G] 9546 141 82 UPG2 Until 147 8-UG 3 li 70 6283 83 Sol 6454 1 94 BOUjol 7071 103 110-ul 7363 107 0 U-G 91. 5W 70 81" 119 63-UOG2 8300 in In-Vi 2 9101 134 93 ul 9560 IQ &V-G 6n 11 70 9337 122 ail 9563 125 fil 9392 111 Ill 9769 143 8-UG FT -IL M 5393 N BOUOGl 5540 at B0410-W sass 89 BOUO62 6320 92 8_U-G FTA 70 W59 123 ea -Lill 86" 127 82410-G2 9520 139 82i10G2 Sol 145 &UG FTA-It 70 62M 91 81-1.10,13I 6369 93 81430-GI 078 102 81-U0G1 7d66 1% 8-UG M 11157 119 Ill IM`51 122 82•UO•G2 12556 1Is 113-1.PG2 13075 139 83•1xil a , M 6929 14 elol 7117 76 st1-2 Aga a3 at Ull 6119 % a]ul 1 70 11454 122 111 r 2 117W 123 B1-Ul 12M 137 91-0042 13423 143 aNW-Gl 3 1_ 70 9396 89 all 9625 92 BILUO-62 N49 101 86LOG2 9939 105 Bal I& SW 70 10901 116 04111 1119, 119 Oil G2 12269 13, Oe Ull 12175 136 84t30-G1 h FT 70 11141 119 B2410G2 t144a 121 824JOU 12538 f33 82-U6G3 13055 139 B2lroG3 FT-Il M 7207 A WUOG2 7403 79 B0 W silo 86 Boblij 8445 90 BD UOG] fTA 70 113W 120 B2-UOG] 11612 114 62-Ul t2722 His 07-UOG2 13247 141 82t10-G] FIA-IL 70 112116 88 111-u 1 9511 91 61-UO-Gl 9325 99 81-val 9710 103 Rl-1I0G1 - 70 1014 111 91-U G3 1?166 115 83i10-G3 1moo 12h 33-1.0ilG3 195t6 131 BY-UOG3 2141 M 10379 W a1 U0 G2 Hall 71 11"I'l 2 11691 78 8f-0662 12163 81 aL0002 3 M 17159 115 InUil 17625 its 112-Ull T9310 tag 83-Ul 20107 134 83-UPG3 3-It 70 11578 W 81-UPG3 12920 86 81-00-0 14155 95 81 I.Ol Hill 99 81-UPG3 i81 5M 70 16331 IN W ul 16776 112 BLUal 16379 123 84 UPG3 19132 128 85-U0-G3 ISO FT 10 16619 Ill 63-0DG3 17143 its 83l 18781 126 RI-UOG4 19557 131 63-1MG4 a It M 10795 72 BI-0002 Ila" 74 11141042 12149 61 81-U6G3 12651 115 BB-UoC3 fTA M Ib934 113 83 Ul17395 116 63 M ci Hall 127 83Ll 19844 133 83 Ul FTA J'. 70 12412 Bl at Ull 127W 65 81 UD-G2 3900 93 BI-Uo-G2 145Vi 97 aI.UO-G2 2 70 30a80 112 113-tal 3=1 121 B4-UO-G3 24276 130 8401>G3 24754 133 B LMO 1-IL M 131N Al BB-Ulsl 14243 76 Bt4J0-G2 15231 81 BPUPG] 15550 83 at'UPG2 3 70 21739 116 113-U0G3 23636 126 all ]SITS 135 83410G4 258W 134 63-t1ol 3-IL 70 Iwo 85 sI_UOG3 171N 92 8141P43 1W03 % Bi-UOW 167" IN at-UO-CA 244- SW 70 2002 110 as UOG3 naCIZ 140 BS Val am 128 BS UPG3 244M 131 95 UPG3 18: FT 70 21611 116 83-UOG4 234% 126 0N10-G4 25126 ;U 03-UPW 251 137 Moil FT - IL 70 13692 73 11I-14J0G7 14886 Bo 814ifil 15919 65 BI UPG3 16252 87 51'Val RA J0 114% IIS BLUPG3 233J1 125 83WG3 14991 1st a3-U6G3 25515 1l6 83410G3 FTA-IL 70 151J6 fll BI-1NYG1 16555 69 gl-{!0-GJ VM3 95 81-06G2 iW13 97 92V0-Gl 0 k S� Z s W po CO z F W W W os ZLU m W Ur U C7 U >9y Z s W W W F W ZrC7-DIYZ g¢ �ILL Z Ofa�JfnO fn 7 2 Q oo Q S� Z Col 2 W Z Z F gh 0Eu ZaQa~O 5'oa Dif- �Ur U)COOf� Q OfZEiaZ J d Q aw LU o U) E 06 REVISIONS REV DATE COMMENT Dll BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW Joe Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 PROJECT: �7 ]FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3131 /2020 SHEET TITLE: LIGHTING DETAILS Project Name: LIGHTING WLS F, wo h,TTX76110 800.622,8711 Date: Location: SHEET NUMBER SYSTEMS wwwovislighting.com Notes: C-8®2 ff�� at am.aing SPenficatam subject to change Mosel notice H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V772065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 Q 9:42 PM LAST SAVED BY: CHEDGES REVISION 3 - 3/31/2021 'y r to �CBIIER PO:J �� TW.HWGE POST ur..W PROVIDE MANUFACTURERS STANDARD CAP FOR ALL POSTS 2X6 WOOD NAILER TOP AND BOTTOM: COUNTERSINK UBOLT FASTENERS WITH WASHER FOR FLUSH INSTALLATION OF FENCING NEW NORTHERN WHITE CEDAR STOCKADE FENCE (CLEAR STAIN), COORDINATE WITH LOCATION OF 2X6 NAILERS. HOLD FENCE BOTTOM 6' ABOVE CONCRETE PAD HEAVY DUTY, 6- DIA STEEL GALVANIZED STEEL POST. SET IN CONCRETE FOOTING, STEEL U•BOLT, TYP. 6' THICK CONCRETE DUMPSTER PAD W/ SPREAD FOOTINGS I@ POST LOCATIONS. PROVIDE A4 BARS I@ 1T O.C. TOP AND BOTTOM WITH 6' CRUSHED STONE BASE MATERIAL UNDER SLAB, IN ADDITION PROVIDE 7-0" x 7-0" x 18' THICK SLAB I HAUNCHES AT POST LOCATIONS u ` 3'6' DEEP 12" DIA SONONBE FOOTING UNDER PIPES SECTION DETAIL AT FENCE AND PAD SCALE N.T.S. TRASH ENCLOSURE DETAIL NOT TO SCALE A DOWEL, 8" LONG 0 12' C-C B �L T MA% B 5' 5' `TRANSITION GUTTER PAN SLOPE A TO 20:1 THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE GUTTER PAN MPXIMUM SLOPE 2DN TO 2011THROUGH RAMP LENGTH Min. 4'-0" Min. BACK OF CURB 12-1 MAX. 46U MA%. 20:1 2-MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES: 1. FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4- WIDE) REOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLE YELLOW AND W/ CONCRETE PAINTED TRAFFIC EMBEDDED IN CONCRETE BASE v TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. —III—III—III •'"' >.j II —III— o -III-III-III-I .ti ' III -I •. ; -III-III-I;•-1�"�•� -r'- III-11, r -III.. III-•,._I1r NOTE" "—III-11 L—III 111—' 1. SEE SITE PLAN FOR LO(:ATION(S). ] MIN. L z Y BOLLARD DETAIL u NOT TO SCALE TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `vpOT REPERENGE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET z OF 5 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.02 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CG-B NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIA ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR I A WIDTH OF 5 FEET. I j A *XSTREET APPROACH SAME SURFACING I 8 GENERAL NOTES (RADIUS TO BE AS CI A5 MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) u, 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CO -),THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 CR CG-B ` — — — CONFIGURATION. / J 2 FOR RAMP DESIGN TO BE A r• 8 SIDEWALK USEEDSWITHAiHISCC-12 STNAARD.CURB _ _ _ $I E ALK I I (SEE — — — — NOTE 51 ¢ I OPTIONAL UNPAVED SPACE I FLOW LINES J. MANI PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION — — "----t---- REOUIRED FOR MAINLINE PAVEMENT WHICH CAN BE E %PMSION yl EXPANSION OMITTED IN THE ENTRANCE.1 JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND CUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: "O 2'-0" OR M IuI MARLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN aN TYPOAL SECTION_ A SOW PLAN VIEW ENTRANCE NOTES 5_ WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MANLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK 6 CURB RAMPS 10'PMABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RA)IISHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LIE 8X MAX. D GRACE CHANGE -- I ® 6 PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW -----p ( LINE IS REQUIRED TO PROVIDE POSITIVE ORNNADE (DROSS MANLINE ROADWAY — — — — — — — — — — —NOTE 71 NOTE THE ENTRANCE. 8X MAX. D 7 TIE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRACE CHANCE "0" ME LISTED IN THE ALLOWABLE ENTRANCE GRIDS D TABLE. THESE VALUES ME NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CO-111S USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE CONNECTION MUST DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REWWEMENTS SECTION A - A DIST�E NE VAALUE REOUIREMENT'S.G STOPPING SSIIGHT MD 9. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A PORTION GUTTER TO RADIOS POSITIVE DRAINAGE H m r:r —I MAE N I$ IH.E.S.I°.i s. n. C., CONCRETE C-C ft— SECTION ENTRANCE VOLUME GRADE CHANGE DESIRABLE MAXIMUM HIGH MORE THIN 1500 VPD 0 % 3 X MEDNM 500-1500 VPD S S Y 6 X LOW LESS THANS00 VPD L6% BX NOTE: ALLOWABLE ENTRANCE GRADE TABLE 6 NOT APPI.ICIBLE TO STREET CONNECTIONS SPECIFICATION �VDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS soz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REVISION DATE sIEEr 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION O7J75 203.04 3,000 P.S.I ASPHALT OR CONCRETE AS—� DETERMINED BY TRAFFIC SURFACE, JJ JJJJJJJ JJJJJJJJ JJJ.' IJJJ JJJ. IJJJ JJJ � JJJ JJJ. IJJJ JJJ. IJJJ JJJJJJJJ JJJJ 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE) TRAFFIC RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE 4" SEWER CLEANOUT CAPS 7ETE SAND CUSHION3000 P.S.I. CONC 6" PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE 12" EFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND PARKING BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES VAN ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW i I ---GALVANIZED "U" CHANNEL POST Z LLO 0 p "DIA. SID 40 GALVANIZED STEEL PIPE 20 • BOLLARD PAINTED OSHA YELLOW FILLED O ULI 1 WITH CONCRETE 00 mQC F DELI O o > AINT CONCRETE BLACK AFTER 0 CURING AT ASPHALT LOCATIONS J 6 /--4000 PSI CONCRETE F 1 F GRADE 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 DET ° ° .4 4d.. /A 3•�f s d < .a dq. .. a 4, SLpP�',4 .. TRUNCATED 1:12 SLOPE DOME PATTERN NOTE: 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. TRUNCATED DOME PATTERN EDGE OF CURB 4 A, d. 4 4 C a ;SLOPE. i' 4 N 4 SLQP,E.. I(7 A .12:1 MAX:. d "' ,a <' 12i1 MAX-, °.. .P ...� ae n a 00000000 '000600000 °,''d .; .' 00000000 000000000 'A GA . 00000000 000000000 „A' ,< 4 " . ' ' :' o0000000 000000000 ' I MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE NOT TO SCALE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE -TO -ASPHALT DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE / (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) L-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE 4" CONCRETE r 6X6 VWVM (10 GA.) 6" COMPACTED STONE BASE `COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS FOR BIDDING PURPOSES ONLY. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY CONCRETE SECTION NOT TO SCALE �1.5" ASPHALT SURFACE COURSE (SM 9.5A) ASPHALT BINDER COURSE (25.0) f--6" COMPACTED STONE BASE (21-A) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) N®TE: 1. SECTION SHOWN IS FOR BIDDING PURPOSES ONLY. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY ASPHALT PAVEMENT SECTION PAVEMENT DIMENSION(S) ON PLAN VIEW I PAVEMENT DIMENSIONS ON PLAN REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB 2 2' 0" '-0" �'?"" 1-1/2"R ,'' 1-1/2"R MP Ev ED A.. N 1 SPILL CURB & GUTTER COLLECTOR CURB & GUTTER NOTES: 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (31/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. V, IBM WmIp` Ip'11 511 k 68 a� Z g� W =2 W W co ` Z 1-- Of�5 S WZ (DU U Et El(DZW W�>W E¢ ZrC7~DO_En� >Qc)JUO m< z Z (n� W ZFF «p Ozof< 0 0 J (9 U) U) Q OZU)(Lz J O Q Of w J F H oS CIE os REVISIONS REV DATE COMMENT DRAWN By cxEc%ED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • Know what's below. Call beforeyou dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 r PROJECT: ]FINAL SITE PLAN DOCUMENTS FOR PT MOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT C. N0.046960 3131 /2020 r SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: -901 2016 ROAD & BRIDGE STANDARDS I-AV172065XDRAWINGSXPLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:42 PM LAST SAVED BY: CHEDGES NOT TO SCALE REVISION 3 - 3/31/2021 2016 ROAD & BRIDGE STANDARDS i i' �3p. pL I %" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) 2016 ROAD & BRIDGE STANDARDS GALVANIZED STEEL STEP MINIMUM OF 3" EMBEDMENT OVERHANG CAP UNIT 1 " EACH SIDE SPLIT OFF BACK 2" OF ALL UNITS ABOVE GRADE TO MAKE SPLIT FACE ON BOTH SIDES SEE FREESTANDING WALL INSTALLATION SEQUENCE DRAWING AND VERSA-LOK TECH BULLETIN #6 GRANULAR LEVELING PAD MIN. 6" THICK - UNDISTURBED SOIL - 36" MAX. FREESTANDING WALL DETAIL HARMONY UNITS -AT GRADE SCALE: 3/4"=1 ' THESE PRELIMINARY DETAILS ARE INTENDED AS AN AD IN DESIGNING VE�tSA-CALK® VERSA-LOK HARMONY DETAILS i0."£ ATTRACTIVE. DURABLE RETAINING WALLS WITH VERSA-LOK UNITS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR Retaining Wall Systems THE USE CONTEMPLATED, AND ITS MANNER OF USE, IS THE SOLE RESPONSIBILITY OF THE USER. A FINAL PROJECT SPECIFIC DESIGN SHOULD (glp)no-Hu3 r DI nD-ewes FREESTANDING WALL DETAIL w2o+e BE PREPARED BY A QUALIFlED, LICENSED. PROFESSIONAL ENGINEER. 1M,6 H-X34 Sul. oo�4yiuN 55129 Solid Solutions. ST-1 N4 GRADE 50, REINFORCING ROD ENCASED IN A IORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) I� CORROSION RESISTANT MATERIAL p4 REINFORCING ROD TYPICAL SECTION NOTES STEPS WILL BE REQUIRED N ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 4'/2" FROM INSIDE FACE OF STRUCTURE WALL. 171'.II:!B[3HX1.?7.'d3.iL.7-1�::]�.IIi STEPS SHALE WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/z' FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR RIVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221. ALLOY 6005-T5. TUNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-OD498A ALUMINUM STEP SPECIFICATION VI REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 108.09 IS-1 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SHAPE TO CONTOUR OF PIPE SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I � I I 9 SLOPE TO DRAIN TO INVERT OF OUTLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WEER INVERT OF PIPE IS ABOVE INVERT OF \ , SLOPE TO DRAIN TO INVERT OF STRUCTURE. j OUTLET PIPE ` TO BE FORMED ARID OR DROP INLET TO I STANDARD OR SPECIAL DRAWING. N ACCORDANCE WITH APPLICABLE SPECIAL DRAWING. IN ACCORDANCE THE INVERT SHAPING AS DETAILED HERON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE .^,': • . '• UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, I � A;. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAD TROWELLING. NONE I 1 VVV��I•-p;` ..:::v; ;;::.• •4•. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ,• ' w PETALS OF INVERT SHAMAN AS SHOWN HERON ARE FOR EXAMPLE - PDIVIDUES ONLY. EACH CROP INLET 6 TO RE SHAPED AR TO BEST FIT THE PARTICULAR INLET AND OUTLET IT THE CONFIGURATION COIFNXIRATDN AND FLOW LINES. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES ROAD ANDDGE STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS DB.DS 302 VIRGINIA, DE'PARl1O1T OF TRANSPORTATION S D x SEE NOTE 1 I L SHAPE TO BE BEVELED WITH MORTAR DO NOT BEVEL INVERT NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS(0•TO 45•). 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" IS" 21" OR 24" 7" OR 30' 33" OR 36' A O'_g" 0'-8" 0'-9" 0'-11" T_O" 1'-D• B O.-IT. T.T. I.-N. T.6.. I. -IT. 2'-0" C 1'-4„ 1'_7" 2,-2" 2,_16„ 2'-9" D 1'-0" I'-3" 1'-6" 2'-0" 2'-8" S'-0" F 0'_v O.-B.. D._g.. O._g.. O'_g.. O.-S.. H 2'-3" 2'-1T' 3._2" 3,_g„ 4'_3" 4'-9" L 4'-0" 5'-0" 8'-0" 8'-0" 101 12'-0" 0 0-4/4"0'_IY-" 0'-2"0'-2%i' 0'-3'/i' 0'-3i�i' b 0'-1" V-Y/x" 1 0'4/," 1 0'-2" 1 0'-2'/i" 0'-3.• CUBIC YARDS OF CONCRETE CONIC. PIPE 1 0.241 0.492 1 0.697 1 1.319 2.067 1 2.947 C.M. PPE 1 0.257 1 0.521 1 0.739 1 1.398 1 2.198 1 3.145 EW-1,1A 11 I I C 1 6. BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. a. ON SHALLOW FILLS, WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9.;'4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-IA ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"04" 304'x19" 34"x22" 3EIN24" 42"x27" 45"x29" 49"x32" 53"x34" A O'_g" 0'-9" 0'-D" O'-11" O.-IT. 1'-0.. 1'-0.. T-0" B T-2" 1'-5" T-6" I'-8" I'-9" TALI 1'-11" 1'-11" C 1,_8,. 1'-11„ 2.-1" 2._4" 2,-5„ 2,-7„ 2,-B„ 2,-g„ D T-2" T-7" 1'-10" 2'-0" 2'-3" 2'-5" T-e" 2'-10" F Q._a.. O.-B.. O�_g�. 0,_g., ()._a.. O._g.. 0•-9.. O'-g.. H 2`10" 3'-3" 3'-7" 3'-9" 4•-0" 4'-2" 4'-5" 4'-7" L 15'-5" 7'-2" B'-B" W-Z" MI 10'-11" 12'-1" IT-11" 5 1•-11�. 2.-g.. 2._IO.. 3•_2.� 3._g.� 3._9" 4'-p" 4'-5. 0 0'-2V," O'_31/e' 0'-3'/2" 0•_4•• 0'-4'/i' 0'-4�'i 0•-5'• 0'-5%i' b 1 0'-2" O'-2Y," O'-2Yi" 0._3.� 0'-31/2" 0'-3�'i 0'-4" 0'-41/2' CUBIC YARDS OF CONCRETE CONCRIPE 1 0.502 0.855 1 1.238 1 1.500 1 1.811 1 2,101 2.512 1 2.801 SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. NVD❑T REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS IRON) AND BRIDGE STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF I 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 D1.01 2016 ROAD & RRIDGF STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A AN COMERCIAL ENTRCE THE CROSS SLOPE SHALL BE 21. FOR SLOPE Y I A WIDTH OF 5 FEET. 3 A� GENERAL NOTES TO AS --STREET APPROACH SAME SURFACING (RADIUS BE SHOWN ON PLANS? o G w AS MAINLINE ROADWAY (SEE NOTE 3) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO _ _ _ _ _ _ SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - - a 0 SIDEWALK USED WITH THIS STANDARD. r (SIDEWALK (SEE UJ ---- NOTE 5) OPTIONAL UNPAVED SPACE FLOW LINES 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE -- - - ----� }----- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION ,�-� EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT 4 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �cv SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR 8% MAX. D OPTIONAL FLOW LINE -� I GRADE CHANGE ® - - - - p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ _ - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® _ D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A �.14••� PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. IT --)III ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3. ,p (H.E.S.) CONCRETE ` SECTION C-C ENTRANCE VOLUME GRADE CHANCE D' DESIRABLE TMAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-15T VPD <3% 6% OW ESS THA 500 VPD 5 6 % 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION OJ/15 203.04 GENERAL °9-1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEMNG SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. % - 12 WHERE d IS LESS THAN 36". X . IB" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEMT OF COVER 15' OR LESS. S. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE I. S1 - OUTSIDE SPAN DIMENSION OF PPE. 2. S2 - INSIDE SPAN DIMENSION OF PPE. 3. R - OUTSIDE RUSE DIMENSION OF PPE. 4. X - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S2 15 LESS THAN 36". X - 18" WHERE Sp IS 3B" AND GREATER 5. WHERE gRECTED BY TIE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER W OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15-OR LESS. PIPE ARCH 1. S - SPAN DIMENSION OF PPE. 2. R - RISE DIMENSION OF PIPE. 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36". X - IB" WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS AND !EIGHT OF COVER W OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND HEJGHT OF COVER 15-OR LESS. SPECIFICATION REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS VarF ROAD AND BRIDGE STANDARDS GENERAL NOTES REVISION GATE SHEET 1 OF 1 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 WP-2 TACK COAT THE PROPOSED 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EDGE EXISTING PAVEMENT I EDGE DETERMINED IN FIELD) 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 1 V2 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 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 OF THE SPECIFICATIONS. `VDOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET 1 of 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 30302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS cCI NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHIAI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. . D iP A , Is L • D D D D D s D D D D D D_ D-- THE BOTTOM OF THE CURB AND gN 2-p GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 k aB F. (4 Z gS LU W aN LU LUa z I - of W ws Z S LTA W 0ZwWCO�W as z p:W<1: UJIz >Q0JU)OE " (nD2QQZQ S�5 zU)2 W zF - OUzof< 0 -20 J D U) Of U) zZ 0 O D LUZ a �Z`�aa pq W U� LU o U) 3 E o5 o9 �o REVISIONS REV DATE COMMENT DRAWN By CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW • 1 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 r PROJECT: �7 ]FINAL �� SITE PLANDDOCUMENTS iOC NTS FOR PT HOTEL, ]L]LC PROPOSED H WlyrON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com )HN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: I REVISION 3 - 3/31/2021 2016 ROAD & BRIDGE STANDARDS HA1_AV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:42 PM LAST SAVED BY: CHEDGES 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS W-2 FOR DETAILS OF ALL COMPONENT PARTS NO GENERAL NOTES- PRECAST" SEE SHEETS D3.01-103m SPACER LNT TAPER OR o e TOP UMT I_ e --r-- It e — — — — — —UNIT— W Lz HrLL,°�y RISER L_M_ J 7FRED wsERe IG4r S� RGEIR AUNT ________ __ __ -rJ-Y MONOLITHIC REDUCER WIT —+-- BASE a BASEUNIT BASE M4T fir -T1r I FOOTNC FOOTING SPECIFICATION �� FERENCE PRECAST MANHOLE flOAD AND BRIDGE STANDARDS D5 MRONA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 302 De.D7 bLU I IUN A -A BB L 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS A El p 0000000 V. D. O. T. RING 01 El 0 El VAL DDO APPRO%MATE WEIGHT CAST IRON FRAME D4 ± 9 CBS. TOP COVER 137 i 7 LBS. B 23I'(' DIA I/T 22" DIA 2011 DIA Q t'.fryi' DIA SECTION B-B-B TT BOTTOM ECIFICATION ROAD AND Bflv�S ANDARDS STANDARD MANHOLE FRAME AND COVER �' "`E 224 SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 " M 3oz 2016 ROAD & BRIDGE STANDARDS (4) 1" (25mm) DIA HOLES 27 1 /2" DIA ON 32 3 4" (034TI DIA BOLT CI LE [699mm] 26 1 /4" DIA [667mm] T� 24" DIA [606mm] 1 1/2" [38mm] 7" r [178mm] GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL j IL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION aMN INITIAL BACKFIL aMN UNSTABLE a 8• g $• SOIL MIN MIN _ MIN MIN ��•,_ O_ #68 STONE =-GRANULAR FILL AS -` - —APPROVED BY ACSA lT RO C7E L ABLE SOIL OR ROCI? NOTE I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 28 7/1 6" DIA I 5 [722mm] [16Mm] 36" DA 26' O O 6- m] [660mm 1 1/2" 13/16" [38mm] FRAME SECTION [20mm] Z" (51mm) LETFERS (RECESSED FLUSH)11, 25mm] N 1 A 3 1/8" 1/2• _+ I P r [79mm] [13mm] S 3 13/16" 0 22 13/113" 2 1 /8" [97mm] [579 m m] 1 / 1 1 0 1 3/8" [635mm] [351 9/16" O.D. OF GKT GROOVE [17mmmm] [14mm] SECTION VIEW 1 4" 6mm DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 2 CORED .1800• RUBBER PART# 00981045 S () 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS E W PICKBARS [Smm.2400 [41mm] PAIn# 00981250 [6mm 1/2" .53 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS PLAN VIEW 1 1/8 (28mm) DIA BOSS 113mm 1 PART# 0098131E PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NUT H% 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT FIX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WALL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. TYPICAL WATERTIGHT i i PAN# 00; 3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TD-2 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA--" 2'- STREET SURFACE OR NON -PAVED AREA L - 0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS ® 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H.5" 4'-0" 5, FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRET VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER O CONTRIBUTING SEWER. n A FILLETED INVERT FOR A SMOOT ` :A. 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. IN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOIRIE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO RESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE — IN m E E 0) �E n^ u E LEI ¢i iv E W wN 0m f� �O N\m Om JLL OJ VED Ew E U_ Ew wAM �U "w 0 0 r -i oEoY of oE�i 0 Q E 3 _ a r N e E c3 'J No W w'-' E z w to < 0 O E L U, a 6 < 6 CO �z Em A E EIIin Y u n E \U n vF U 0 n� N E E z0 �E n 40, f O S < ¢ O 0 E 0 E 0^ H �m E ciE N 0E KID mW a N ^u n Nm nu nrn� SW N N N IN u LL O OL t TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-26 TD-25 N.T.S FIG. S-I-A TD-21 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" F MIN BRANCH 2" FLEXIBLE CONNECTION) NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 41MN INITIAL BACKFIL 4IMN UNSTABLE 5" s• SOIL MIN O MIN i MIN MIN #68 STONE GRANULAR FILL AS APPROVED BY ACSA INN ST 0 Z STABLE SOIL OR ROCI? NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER NTS FIG. W - 2 • 1 _ O .�1 � IN (2). S' FOR COMPWND MEIER)_I a I_ 36' a 1, a (22 5' FOP COMPOUND METER) IB MIN L2'MI WINGNUI LOCKING ASSEMBLY ® 5YPAR NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4'. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C NTS FIG. S -I -B TD-23 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUB. a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE H ADJUSTABLE VALVE BOX W/ LID II z u � M.J. GATE VALVE n WATER dl b Il 1 I (1 b fF LINE 2500 P.S.I. CONCRETE .8 n 2'x 2' BEARINGAREA. THRUST BLOC d a. n e a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE TYPICAL GATE VALVE NTS FIG, W-5 TD-8 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"" MI LARGER THAN 5" IN ANY DIMENSION I INITIAL BACKFILL* (6" LIFTS) EMBEDMENT* 4MIN THOROUGHLY COMPACTED SPRING LINE BY HAND APPROVED OF PIPEMECHANICAL AL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NTS FIG, S - 3 L. a8 a� Z x� �a W =� W ` z W F LU W 5 S Wz O Of 2 U U Et Eat C7 Z W LU % W E¢ Zr(DEUj xU) >Q0JU)O U)72QQzQ zcn2ufzp ahp EDED zQQQFO '2Q Of z U) EL z J 0_ Q Of w J F U) CIE os REVISIONS REV DATE COMMENT DRAWN By CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 1 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVEDFOR CONSTRUCTION PROJECT NO.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-2 r PROJECT: FINAL, SITE PLAN DOCUMENTS FOUR? PT HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA [E BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@Boh/erEng.com 10 )HN C. WRIGHT Lic. No.046960 3131 /2020 r SHEET TITLE: �di1�JL',JIT� d-',AV` llJl SEWER UTILITY DETAILS SHEET NUMBER REVISION 3 - 3/31/2021 HA1TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-3.DWG PRINTED BY: CHEDGES 3.28.21 @ 9:42 PM LAST SAVED BY: CHEDGES TD-13 TD-28