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HomeMy WebLinkAboutSDP202000004 Plan - Revision 2020-08-26CONTACT INFORMATION REFERENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: ALTA/NSPS LAND TITLE SURVEY, SHAMIN HOTEL STATE FARM ROAD ALBEMARLE COUNTY, VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV11720653. DATED 4126/18 ZONING MAP AMMENDMENT: 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 WING CHARLOTTESVILLE, VIRGINIA 22904-4596 (434) 296-5832 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) 977-4511 (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 305 4TH ST NW CHARLOTTESVILLE, VA 22903 CONTACT: CHRISTIAN CHIRCO PHONE: (434) 970 - 3811 E-MAIL CHIRICOC@CHARLOTTESVILLE.ORG COMCAST 324 W. MAIN STREET CHARLOTTESVILLE, VA 22903 CONTACT: PHILIP PERRY PHONE: (434) 951 - 3812 E-MAIL: PHILIP PERRY@COMCAST.COM � "M LOCATION OF SITE 1628 STATE FARM BOULEVARD TAX MAP 07800-00-00-06500, 07800-00-00-06400 W RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA N S SITE W.d Rd a o-� P,neroWn,• '^9 ( O j M1�.fi Up` mo s = 2 J�N S .y 7 OIImWD a oo O, 8 s Ra +� '�sq nu ]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 ]PREPARED BY TIM 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@BohlerEng.com CONTACT: JOHN C. WRIGHT, P.E. S HIEET INDEX 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 ARE DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT z LU W W W U) Z W W z W�;W; W(7gU—UtY C7ZW WW z>c9:oD WW 5 W Q 2 W Z JWZUW(n0 cW §-W§aQZ¢ �zQ¢a-0 Q JOW W Z Z EL aQ U W H to REVISIONS REV DATE COMMENT NRAWNECKS BY NECKEDE N BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 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 ]PLAN DOCUMENTS FOR ]PT ]HIOTEL, LLC PROPOSED HA-MPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER HLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com ©F )HN C. WRIGHT Lic. No.046960 8/20/2020 SHEET TITLE: COVER SHEET E`][° SHEET NUMBER: C-101 REVISION 2 - 8/20/2020 H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:48 AM LAST SAVED BY: CHEDGES GENERAL NOTES (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 INDMDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURALBUILDING 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, RESURVEY, 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 RECORDS 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, ATTORNEYS 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. BOH LER 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 OWNERIDEVELOPER, 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 PLAN(S) 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 ACTMTIES 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 ACTNITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTES) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. SITE LAYOUT NOTES (Rev- 112019) 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. GRADING 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. 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 OFFSITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORTS GUIDANCE. MOISTURE CONTENTAT 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 CONFLICTS) 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) AND10R 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. 12019) 1. ALL ACCESSIBLE (AKA ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES PUBLIC TRANSPORTATION PEDESTRIAN ACCESS AND INTER -BUILDING ACCESS TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 120 (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 112-INCH ARE PERMITTED ONLY IF THEY INCLUDES A (WINCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1144NCH 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 604NCHES BY 604NCHES. 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 ATA 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 All7.1-2009 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- 1/2019) SOIL EROSION & SEDIM[ENT CONTROL ]PLAN 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 ACTNITIES 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 ANDCOMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER 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 ACTNITIES, 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 ACTMTIES 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. IT 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- 112019) 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 ARCHITECTS, 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. STABWZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCEIEXIT 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 PLANS) 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 OFFSITE 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 0 z Imo( P4 W W z 1.0 0 z W CD Z D_ W W W U Z F � W Z Z 7 Z W U W U W U� U� Ur ZwW�1 jW Z}C7 F-�IYU F W Q 2 W Z J> Z U LU 0) O Z)D'Qa'mCD~ U Z) 2 Q Q z Q 00gaa~o U Il z 0 DOfU) Q of0U)WZ � a J > F U W I- 0) REVISIONS REV DATE COMMENT DRAWN BY CHECHED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW • Know what's below. C811 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 ELAN DOCUMIENTS FOR ]PT HOTEL, 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 8/20/2020 SHEET TITLE: ��A� E��L SHEET NUMBER: C-1®2 REVISION 2 - 8/20/2020 H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMVl72065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 Q 6:48 AM LAST SAVED BY: CHEDGES STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET LIMIT OF WORK LIMIT OF DISTURBANCE EX157/NC NOTE TYPICAL NOTE TEXT PROPOSED NOTE ONSITE PROPERTY LINE / R.O.W. LINE NEIGHBORING - - PROPERTY LINE I - - INTERIOR PARCEL LINE EASEMENT _ LINE ---_------ SETBACK LINE CURB AND GUTTER SPILL TRANSITION CONCRETE CURB & GUTTER DEPRESSED CURB AND GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT O UTILITY O POLE n TYPICAL LIGHT 4 1^ ACORN LIGHT TYPICAL SIGN A PARKING ^ COUNTS x / ^ \ - -170- - CONTOUR 190 ------------- 169-------- ---- LINE 187 TO 5164 SPOT Oi16.0 C 516.0 OR 516.4 ELEVATIONS 515.5 SAN SANITARY SAN LABEL # STORM e LABEL # SL SANITARY SEWER eI LATERAL W UNDERGROUND WATER LINE W E UNDERGROUND E ELECTRIC LINE C UNDERGROUND 0 GAS LINE .H OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE c UNDERGROUND 0 CABLE LINE STORM _--- - - - - -_ SEWER S SANITARY 5 SEWER MAIN �cf HYDRANT 100 O SANITARY O MANHOLE STORM i O MANHOLE M WATER 0 METER WV WATER • VALVE GAS VALVE ® GAS METER TYPICAL END SECTION a� HEADWALL OR ¶IOR� ENDWALL O GRATE O INLET CURB INLET O CLEAN O OUT O ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC NE BOX EP ELECTRIC PEDESTAL MONITORING WELL YY TEST PIT BENCHMARK BORING W."It LN IIIo 1.0,41 F.11 1 Gr1111 1 11 FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CONN CONNECTION CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT US LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICALJOINT OC ON CENTER PA POINT OF ANALYSIS PC POINTCURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION POG POINT OF GRADE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY,. CURB RETURN PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE RET WALL RETAINING WALL RAN RIGHT OF WAY S SLOPE SAN SANITARY SEWER SF SQUAREFEET STA STATION STM STORM SAW SIDEWALK TBR TO BE REMOVED TBRL TO BE RELOCATED TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UP UTILITY POLE W WIDE WA_ WATER LINE W/M WATER METER t PLUS OR MINUS ° DEGREE 0 DIAMETER # NUMBER ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. T 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 EXCEPTIONSANAIVERS (MUST BE INCORPORATED IN THE PLAN): • ACCESS MANAGEMENT - DATE OF APPROVAL N/A • SSAR- DATE OF APPROVAL: N/A • DESIGN WAIVER - DATE OF APPROVAL: WA • OTHER - WA 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 AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. STANDARD GUARDRAILS AND/OR 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 AND/OR 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, AND/OR 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 AND/OR DEVELOPER. 16. THE COUNTYTFOWN 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 I SIGHT DISTANCE - STORM DRAIN SWM FACILITY - SANITARY SEWER - WATER - PUBLIC ACCESS COMMON SHARED IE INGRESS -EGRESS I �- PUBLIC UTILITY VARIABLE WIDTHS V- ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE ]PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. 10. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 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. PARCEL NUMBERS: 07800-00-00-06500 07800-00-00-06400 ZONING AND OVERLAY DISTRICTS: PROPOSED DEVELOPMENT - MIXED COMMERCIAL (PD-MC) THIS SITE DOES NOT LIE IN AN OVERLAY DISTRICT ASSOCIATED PLANS: ZMA201800005-APPROVED 6/19/19 MAGISTERIAL DISTRICT: RIVANNA DISTRICT PROPOSED USE: HOTEL SITE AREA: 4.41 ACRES BUILDING YARD SETBACKS: PERMITTED PROPOSED RESIDENTIAL FRONT 10' (MIN) 30' (MAX) 30' (PORTE COCHERE) SIDE(WEST) 50' (MIN) 83.7' SIDE (EAST) 50' (MIN) 116.5' REAR 50' (MIN) 80.2' (TO FUTURE PARK LINE) 302.8' (TO CURRENT PROPERTY BOUNDARY) PARKING CALCULATION: 1 SPACE/ 1 ROOM. 109 ROOMS = 109 SPACES PARKING SUMMARY: REQUIRED PROVIDED 109SPACES 118SPACES ADA PARKING: 5 SPACES 5 SPACES REQUIRED PROVIDED SPECIAL LOT (PARK) AREA: N/A 2.00 ACRES` (45.5%) HOTEL USE: N/A 2.41 ACRES (54.5%) IMPERVIOUS AREA: N/A 1.70 ACRES (38.5%) TOTAL LOT AREA N/A. 4.41 ACRES *TO BE DEDICATED TO COUNTY AT FUTURE DATE. MAXIMUM PROVIDED HEIGHT OF ALL STRUCTURES: 65' MAX (6 STORIES) 65' MAX STEPBACKS: 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. APPLICATION PLAN NOTES: 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. O Z It W W Z W fD F of W Z W F 0 W UE Zw WU1 jW F W Q 2 W Z J> Z U W W O �of<it-j FnD 2aco <zQ 0z�Qa~O agofoU)WZ dJ a � U W I- rn REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW • I Know what's below. C811 before you dig. ALWAYS CALL 811 It's fast. Its 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 ELAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA ® BOH LER 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 MN C. WRIGHT Lic. No.046960 8/20/2020 r SHEET TITLE: SHEET NUMBER: C,1®3 REVISION 2 - 8/20/2020 i'\17\V172065\DRAWINGS\P1_AN SETS\FINAL SITE PLAMV172065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 Q 6:48 AM LAST SAVED BY: CHEDGES 101-r OF Al eat t niGtNtP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 2%-5832 Fax (434) 972-4126 July 22, 2019 John C. Wright, P.F.. Bohler Engineering VA LLC 28 Blackwell Park Lane, Suite 201 Warrenton VA 20186 RE:ZMA201800005 Proposed Hotel Dear Mr. John C. Wright, On June 19, 2019. the Board of Supervisors took action on your Zoning Map Amendment Application on TMP 07800000006400 and 07800000006500 in the Rivanna Magisterial District, The 7.oning Map Amendment Application was approved by the Board's adoption of the attached ordinance and proffer statement. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted 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: • compliance with the terms and details of the 70NING MAP AMENDMENT, inclusive of commitments that were handwritten onto the proffered Application Plan and corresponding "Exhibit I" and signed by an authorized agent during the June 19 Board meeting; and • approval of and compliance with a SITE. PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. If you have questions regarding the above -noted action, please contact Rebecca Ragsdale at 296-5832. Sincere) Tim Padali AICP Senior Planner Planning Cc: Kimco, LC 1510 E High Street Charlottesville VA 22901 Mike Sweeney PT Hotel LLC 200 Ware Bosom Spring Rd Chester VA 22836 File ZMA201800005 Attachments Ordinance and Proffer Statement Paatops Hotel —State Farm Mulevard ZMA 2018-00005 PRG+TFRSTAl1T4INT Date: Junc 4, 2019 ZMA#: ZMA 2018-WO5 Tax Map Parcel #: 07800-00-00-(16400 and 078CO-00-00 06500 Owner of Record: Kimco, LC Approximately 4.42 acres to be rczon d from plumed Development Mixed -Commercial ("PD-MC") to PD-MC with an Application Plan. The following pari;cIs are subject to rezoning application ZMA 2018-00005 (the ".Application') and thus to dtis proffer statement: Tax Map Parcels 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 purchaser of the Property is PT Hotel, LLC. Ile Owner herchy vohtntarilV prof:ers that if Ore Albemarle County Board of Supervisors acts to approve the Application, as requested, the Owner and its successors and assigns shall develop the Property in accord with the following proffers pursuant to Section 15.2-2203 of the Code of Virginia, 1950, a.5 amended, and pursuant to Sxtion 33.22 of the Albemarle County Zoning Ordinance. These conditions are voluntarily proffered as pan of die Application, and the Owner acknowledges that 11) the retuning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to :he rezoning requested In the event the Application is denied the proffers sha.1 immediately he null and x oid and of no further force or effect. 1. Development of the Property shall be in general accord with the plan entitled "Zoning Map Amendment 2018-00005 for PT Hotd, LLC" prepared by Bottler Lngmeering. dated June 18, 2018, last rc%iscd April 15, 2019 (the "Application Plan"). 2. 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 Prcperty. Upon the written request of the County, the Owner shad: dedicate in fee simple to the County the Reserved Land :o permit the constntction by the County of public access trails or other pedestrian connections from the Reserved Land to the future park. Such dedication shall occur after fatal site plan approval, after ssuance of Cc.-tiflcate 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. Thc dedication shall be completes within six (6) months after delivery of the Dedication Request Notice. The Reserved Land shall be dedicated by ORDINANCE NO. 19.A(5) ZMA 2018-00005 AN ORDINANCE TO AMEND THE ZONING MAP FOR TAX MAP PARCELS 07800-00-00.0641110 and 07800-00-00-06500 WHEREAS, tire application to amend tire zoning map for Tax Map Parcel 07800-00-00-06400 and 07800- 00-00-06500 is identified as ZMA 2018-00005, Proposed Flotel ("[.MA 201 "0005"); and WHEREAS, ZMA 2019-00005 is a request for approval of an Application flan 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 Mixed Commercial (PD-MC) planned development district and for which an application plan was not previously approved, in wnjunction with the proposed development of a 109-Ixxrm hotel; and WHEREAS, on May 28, 2019, after a duly noticed public heaving, the Planning Commission recommended approval of ZMA 2018-00005; and WHEREAS, on June 19, 2019, the Albemarle County Board of Supervisors held a duly noticed public hearing on ZMA 2019-00005. BE IT ORDAIN ED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the hansmittnl summary and staff report prepared 1'or ZMA 2018-00005 and their attachments, including the proffers rind the application plan, the information presented at the public hearing, the Imderiul 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 18-33.27(B), and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-00005 with the proffers dated June 4, 2019, and the application plan entitled "Zoning Map Amendment 2018.00005 for PT Hotel, LLC;" prepared by Bottler Engineering, dated April 15. 2019. •1.• I, Claudette K. Borgersen, do hereby certify that the fowgoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on June 19, 2019. Clerk, Board of County SuF5isors CD Z It W W W rn Z FW W z w�;W; �zw WU1 jw z>c7Lo�tn F W Q 2 W Z J>Zowwo to 2QQZQ 8 21 o< O Z 0ij�wz dJ a� U W I_ r4 REVISIONS REV DATE COMMENT DMWN BY HEM BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW pyg Nay Mr. Dill Y Mr. Gallaway Y _ REVIEW AND APPROVAL IT IS NOT INTENDE CONSTRUCTION DOCUMENT UNLESSINDICATED Ms. Mallck Y Ms. McKee] y Ms. Palmer Y ' Mr. Randolph Y Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. Its free. It's the law. subdivision plat, and the Owner shall be responsible for the cost of a survey and preparing the deed to convey the Reserved Land to the County. Witness the following signature: KIMCO, LC, a Virginia limited liability company / B Printed Name: a0j, _LIX Title: SHARON EAGLE NOTARY PUBLIC Cnmmorwo th of Virginia Reg :f265730 Canmismar Lxpires .7. 31 .l0 y-, SC_ 17211504' h 2 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 VOTED,, ]LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA ® BOH LER 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 8/20/2020 r SHEET TITLE: PROFFERS SHEET NUMBER: C-1®4 H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 Q 6:48 AM LAST SAVED BY: CHEDGES REVISION 2 - 8/20/2020 EIFS COLOR #2(TYR) 6PAFF. 747 CAP A00FSTEELFRAMIRGIV \ /`59'-YJ3 dFF TO HOOF FRAMING EIFS COLOR #2ITYP) TO.frH FLf,OA FAAMNO PAINTED HARDI PLANK (TYP)- EIFS COLOR#2(TYP) 49sa2'Arr T0: S_ fFGOA FRAIdNO _ EIFS COLOR #2(TYP) !� 3L2 /2" dEF Y TSATd FmOR FRAMN5 STONE TO MATCH MARTHA JEFFERSON HOSPITAL T(P) Tp3RD FLOGR FRAM NG 12A' AFF. 702NDFD0RFRAMN6 0' O' NSF [ICU 0 15 ,1 0 0 1, 000 50914 0 00 0 0 0 0 MET GPAVEd STOP SEE ROOF MET GRAVEL STOP SEE ROOF MET COPING SEE ROOF DETAILS MET GRAVEL STOP SEE ROOF -7 - DE A�LS ( ) DETAILS ;PIP) RESCOLOR #1(iC: EIFS COLOR #2(TYP)��� EIFS BRICK COLOR#1(11'P)� EIFSCOLOR#2(IYP)- EIFSCOLOR #2(TYP)� (TYP) � IFS BRCKCOLOR#FWYP)� DETAILS(TYYPF �RFS COLOR ! CE L I 1 r - I-. �� I 0 TY CI T_ CI CI n Lk_ I I PAIN PI/1K '(TYP) TLC FAPD I n - T Imo{ -TI I �R P 17 6 N 1 T -. L u I N ' I F41 u — _ T r T _ EIFSBRICKC LOR#1(TYP;J / I CEMENT WOODPANE_RAIN 1111 NBRICKCOLOR# (TYPI CEMENT WOOD PANEL RAIN ROMANBRI KCOLOR#1(TYP) / EIFS CC LOR#1(IYPJ- -EIFS COLDR#2 PP) L EIFS COLOR#2(PfP) SCREEN #1(TYPI SCREEN #1(TYP) EAST ELEVATION 2 SOUTH ELEVATION 4.OJ 1/811 - 11-01 EIFSCOLOR >#2(TYP) A 1E'-03/8' 6' PA,FF,I TO. ENO APRDO FZC 50-21,7' A F F. TA ROO=FUMING 49-'01/2' REF. EG ATN FLOOR FRANIING _ 40-6 1,7AEF TA. 5TH FLOOR RtAMING 31'-2 I,Q' AF.F. El 41N FLOOR FRAMING 21,o A'AIk. r.D.3RD FLODR FRAMING B' AF- T- 2ND ROOK TUNING C' O' FNGHFWOR 6'41A FF E ENE EAP ROOF REEL FRAMING \ 59-214? ATE TO NOW FRAMING 49'--'A 112` AF.t TO BEEF FLOOR FUMING 42 A 112 AP.F. L0.5111 FLOOR FRAMING 31'2I 'REF. LOATH FLOOR HUMING 21'Iq O,,Q'AF F. I.U. 3NO FL GR HUMING 19$' T C. 2ND FLOOR FRAMING F'MSR FLOOR W N H W a m i c h a e S w e e n e y ARCHITECT zeoo Ware Bottom Spring Road Chester, Virginia 23836 Tel. 804.777-9000 MEMBER OF THE AMERICAN INSTI—UTE OF ARCHITECTS NEW ZEALAND INSTITUTE OF ARCHITECTS AUSTRALIAN INSTITUTE OF ARCHITECTS Dann IiptloI ELEVATIONS Project HIS Project Number 1511 IGI Date 5/19/2017 Revision Dates 9//201 9/1313/201 B 3 "0/1312018 4A 1 7/2019 Drawn By MCS THE ARCHITECT EX°RERSLY RESERVES HIS COMMON LAW COPYRIGHTAND PROPERTY RIGHTSTO LIEGE DRAWINGS WHICH MAY NOT DE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR CAN TFFY RF ASSIGN:) -0 ANY PANTY WRHOLfT THE ARCHITCCTS WRITTEN PEPMISSION. fil 9 d=.F 0 1ND:A-1111COF9D[rLmAMNrS COLOR 2j -� 92t2'AFF _ _ CG 'ODF FFAMING OFS COLOR #2 99-10 i�2'A=F. T�. 71F =LOOA fPaMIVfi EIFS COLOH#2(TV) 0.15 1,91A FF T05 TOTOOR THAN N6 WAF.F FLDOR RiMUus STONE TO MATCH MAARTHAJEFFERSON HOSPITAL Ty i.0. 91D ARE FRAMING 10 12'�' AFF T.0. 210 fLCOA fAAMINS 4) 0-0' DwRH n 0oi EIFS COLOR #1 (TYP) A A A A a a A f4, = I L•I =L c� I Fell Fell FF V]I III It711 II� 2 NORTH ELEVATION A4.01 /8" - 1'-0" EIFS COLOR42(IYP) o Lr -1 EIFS COLOF #21TY`'1 0 1- V EIFS CC -OR #2 (TIP) cIi - J VIM mmmmI M,2 EIFS COLOR #2 (PP) — EIFSCO.OR#1(1YP) - EIFS COLOR#2(TYP) ETO MATCH - M IIIJEFFERSONHOSPITAL EIFS COLOR #2 PP) OFS ERICN COLOR #1(TYP) CEMENT WOOD PANEL RAIN SCREEN #1(1YP) )256SF1 0, A F.F. ]FSCOLO�#�j1YP� — —rIO NDCAI 00rc17_rFAt 59-2112 AF F WN I . ROOF FFANYNG 1- r rS COLOR #2 pYP) �f FIF3R?IC JIOR#111YP) E- ' 1 — TLC T EIFS COLOR #2 (TYP) PAINTED HARDI PLANK JYP) � o�L o STONETOMATCH �� NIARTHAJEFFERSONHOSPITAL PP) 9 614'A F= AdI TO.END CA= ROOF MI FRAMING _ 59'-21/L'4.F.F. T.O. HOOF FFAId1 49'.,OI(0A.eF. C05I55-555 A—m7 40-G A.EF. T.).57H ROOA FPAMLI6 _ 31'21�AEF. T.0.41H FW RFAM111'G 21-1Dv2�A.1 To. 3FD ROOA ffAMING 12'8' A.F.F. T 0. 2ND FLOOR W,AMING F.NISH F-0OH 49-101 l FFAMNGA.F.F. T:O.ATHRDOR 4l'1/2"AFF T.O. S7H MDR FFVANGO 31'-2 P2' A.F.F. T.0. 4TH R 0513 ffANtlNG 21-101/2' A F F 9^0 UR FFAMING T2d' AFF. T➢, 2N0 FLOOD FFAMING O-0" TIED FI DOA m i c h a e S w e e n e y ARCHITECT 2COO Ware Bottom Spring Road Chester, Virginia 23836 Tel. 8o4.777.9000 MEMBER OF THEAMERICAN INSTITUTE OFARCHITECTS NEW ZEALAND INSTITUTE OFARCHITECTS AUSTRALIAN INSTITUTE OF ARCHITECTS W D U w ❑ Lu /Ir z�- Qco z° Q zo< zm oUW L>u J 0. > Q r Q It T co rrJj�� i T V Descdptioi ELEVATIONS Project HIS Project Number 1511 Iaaue Dete. 5/19/2017 Ravi sio Dates 9/6/2018 9/1 a/2018 3 - 0/15/2018 ® 1/7,/2019 Drawn By MCS THE ARCHMT FXPREBSLY RESERVES HIS COMMON LAW COPYRIGHT AND PROPERTY RIGHTS TO THESE DRWNWGS WHICH MAY NOT R- RFPRODHCFD, CHARGE OD COPIED IA ANY I ORM OR Wrn-H, NOR CAN I tU 9t P5516HLD UANY PARTY WFHOUT THE AHCHRECTS WRITTEN PERMISSION. A4 0 0 04. - l (1) 6 0 w 0 n 0 x r M, W, WO z� m (D w rc WIr a Wr J Mo Ul ow CID NOTES. 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 0780000000650D 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 22358 ACRES 1 1 3 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 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. BCT. 1708507, WITH AN EFFECTIVE DATE OF AUGUST 26. 2017. OUR OFFICE HAS REVIEWED THE FOLLOWING SURVEY RELATED EXCEPTIONS IN SCHEDULE B. SECTION 11 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 15' DRAINAGE EASEMENT ARE SHOWN. THE DRAINAGE EASEMENT MAY BE RELOCATED AS NECESSARY FOR SITE DEVELOPMENT. 5O PLAT OF SURVEY PREPARED BY B. AUBREY HUFFMAN & ASSOCIATES, LTD DATED SEPTEMBER 29. 1982, RECORDED IN DEED BOOK 750, PAGE 689, SHOWS (A) 20' 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 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 DF PARCEL 20 O 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.R. 1151 PC. 352 IN RECORD DOCUMENT. THERE IS UNDERGROUND ELECTRIC AND CABLE ALONG STATE FARM BOULEVARD SHOWN. [ANDS N/F 9O EASEMENTS GRANTED TO VIRGINIA WESTERN POWER COMPANY BY INSTRUMENT RECORDED IN MARTHA ✓EFFERSON HOSPITAL DEED BOOK 185, PAGE 493, MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION D.B. 497i PG. 550 IN RECORD DOCUMENT. THERE WERE NOT OVERHEAD LINES OR POWER POLES LOCATED WITH THE PID: 07800-00-00-020F1 I SURVEYED AREA. I 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 RIVANNA RIVER. Z.I� IN DEED BOOK 210. PAGE 457 DO NOT AFFECT SUBJECT PROPERTY, AFFECT LAND NEAR UNIVERSITY iV OF VIRGINIA. AND IN DEED BOOK 241. PAGE 387, MAY AFFECT SUBJECT PROPERTY, VAGUE AND C1� INSUFFICIENT INFORMATION IN RECORD DOCUMENT. THERE WERE NOT OVERHEAD LINES OR POWER 1 W POLES LOCATED WITH THE SURVEYED AREA. 1 w Do 12 EASEMENTS GRANTED TO ALBEMARLE COUNTY SERVICE AUTHORITY BY INSTRUMENT RECORDED A c> o I DEED BOOK 812, PAGE 123, AFFECTS SUBJECT PROPERTY, APPROXIMATE LOCATION SHOWN. iv 13 EASEMENTS GRANTED TO THE COUNTY OF ALBEMARLE, VIRGINIA BY INSTRUMENT RECORDED IN - FTj ED BOOK 4632 PAGE 123. AFFECT SUBJECT PROPERTY, PERMANENT RETAINING WALL EASEMENT IS - v A SHOWN. THE TEMPORARY CONSTRUCTION EASEMENT MAY AFFECT, IT IS UNCLEAR IF ALL - co IMPROVEMENTS HAVE BEEN COMPLETED, SHOWN. _ _ 14 EASEMENTS GRANTED TO THE COMMONWEALTH OF VIRGINIA BY INSTRUMENT RECORDED IN DEED OK 178, PAGE 52, MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN 'rY RECORD DOCUMENT. �6T p9 I 6. 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 y 7 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 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 I 9 LOTS 4 AND 5 HAVE DIRECT PEDESTRIAN AND VEHICULAR ACCESS ALONG STATE FARM 1 BOULEVARD 10 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 PANTOPS . CURB ALONG EASTERLY PROPERTY LINE DB 681 PG. 33O REFERENCE 1 MAP ENTITLED " CIS UTILITY INFORMATION, STATE FARM BOULEVARD" PER ALBEMARLE COUNTY SERVICE AUTHORITY I"1 TITLE DESCRIPTION rc ALL THOSE TWO CERTAIN LOTS OF LAND. SHOWN AND DESCRIBED AS LOTS 4 AND 5. PANTOPS. m 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, ALBEMARLE COUNTY VIRGINIA" RECORDED SEPTEMBER 27, 1979, IN THE CLERK'S OFFICE, CIRCUIT d w COURT, ALBEMARLE COUNTY. VIRGINIA, IN DEED BOOK 681, PAGE 330, AND WHICH LOTS ARE SHOWN ON ALBEMARLE COUNTY TAX MAP 78 AS PARCELS 64 AND 65 ml BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO KIMCO, LC_ A VIRGINIA LIMITED LIABILITY x COMPANY BY DEED FROM E GRANT COSNER AND BARBARA H CORNER. HUSBAND AND WIFE. DATED m DECEMBER 16. 1992. RECORDED DECEMBER 29, 1992, IN THE CLERK'S OFFICE, CIRCUIT COURT, p ALBEMARLE COUNTY. VIRGINIA. IN DEED BOOK 1280, PAGE 603. LANDS N/F AWTM JUFERSON HOSPITAL OR 4973 PC. 550 PID. 07800 — 00— 00 — 06600 t9J'Lelz�J?_ PARCEL 73A PANTOPS D.B. 2019 PG. 125 LANDS N/F ALBEMARLE LAND, LLC D.B. 4416 PG. 460 PID: 07800-00-00-07JA N47°06'22"E (M) 400. N49°52'17'E (F 200.00' (R&M) LOTS RUMPS D.B. 681 PG. 330 PART OFLAADS OF KINCO, L.C. D.B.1208PC, AV PID. 07800- 00- 00- MS 90 AREA: 97,391 S.F. OR2.2358AC. "NOBUILDINGO i \\ \\ 1APPROX LOCATION \\ \ OF 15' DRAINAGE £A5EMENT \\ D.B. 681 PC 330 ® \ \ ©D.B 669 PO 12 \\ \1 1\ \I \I NEW PERUMS)VT RETA/N/NG R=735.00' (R&M) ` \\ WAIL EASEMENT A=015°41'00" D.B. 4632 PC 12J 1© L=201.19' (R&M) \\ _ �1 CHB=S51023'35"W \\Y 12°_> CHD=200.56' —� 20" > ____ --_ �- \ 11FHOW BOX —° C—_ WALL ' � C RB PvfT RLM=51483 AV A=51D 1 (APPROX.) X-CUT SET COW CURB (RECESSED) aEV=51680 CW/,F'? INV 8=50798 SICWM MH �//AAA1 RIM S17..54 80;nM=51. ZZ(RECESSED PIRES) stzE- INV=51597�- AREA RIM=454.J2 LOT4 PAA7'OPS DB.. 681 PG. 330 PART OFLANDS OF KIMCO, L.C. D.B.1208PG. 603 PID.• 07809-02619-06 M2 AREA: W,856 S.F. OR2.1776AC °NOBUILDINGN NEW IEMPOPWY CONSTRUCTION 0S'EWW LUB 402 PG. 12J 1© 30' BUILDIN. ,iJ004 ONE1fi DB 68 1 `-COAC APRON CURB /NLLT \\ RIM=519.46 R=735.00' (R&M) IW=51291 A=03148'50" \\ 1E INLET L=405.98' (R&M) \\ RIM=51eo9 /AN A=512.99 CHB=S43`24'40"W A \\ 1NV B=5127.9 CHD=400.83' 6TATE FARM BOULEVARD \\ iLARIABLE WIDTH RIGHT-OF-WAY �y ASPHALT PAVED PUBLIC RL}40WAY D.B 669 PC. 12 6 OR 6B1 PG. 330 X J OB. 681 PG 12 1J CONC. R=735.00' (R&M) A=015°57'49" L=204.79' (R&M) CHB=S35°34'10"W CHD=204.12' A y LOT 3 w cn DID PANTOPS Ao D.B. 681 PC 330 IT- A LANDS N/F "- P WRG/NIA HIGH SCHOOL m LEAGUE, INC. v o D.B. 906 PG. 157 PID: 07800-00-00-06300 � I 1 I I 1 BC OCR BUILLVA6'—BU/LD/A6'HT=12B' tRIM=51558 N509.4J D PIPES) R & GUAR J ASPHALT CURB /5 0.4' INLET PAVEMENT Jl WEST OE R8/=549.88 PROPERTY L/N£ MM=512.79 (S££ NOTE T I) z 02 y Phg1i'' BOX _/ BENCH,ILWX X-CUT SET EZEY.=522.90 m o 1111 / 12% 30 15 7.5 0 30 1 "= 30' A y0 N,,40003 g Ja 1Bw 3 � AParAN 64AY -14 1VS3� ♦ HGM z e ! a¢ eY' RnVl.,u a' ��- �' SITE ,E `,ems `�♦ �_...... LOCATION MAP COPYRIGHT 2009 DELORME STREET ATLAS USA 2009 SCALE: 1 "=2000' LEGEND — — 12J— EXISTING CONTOUR < 12J. 45 EXISTING SPOT ELEVATION X TC 12J 45 EXIST TOP OF CURB ELEVATION X O 12295 EXIST. GUTTER ELEVATION HYDRANT DQ WATER VALVE C APPROX. LOC UNDERGROUND CABLE LINE PER UTILITY MARKOUT C APPROX. LOC. UNDERGROUND GAS LINE PER UTILITY MARKOUT N APPROX. LOC UNDERGROUND WATER LINE PER UTILITY MARKOUT 7 APPROX. LOC. UNDERGROUND TEL LINE PER UTILITY MARKOUT [ APPROX LOC UNDERGROUND ELEC LINE PER UTILITY MARKOUT S APPROX. LOC. UNDERGROUND SEWER LINE PER REF #1 Q SANITARY MANHOLE STORM DRAIN MANHOLE i SIGN X FENCE AREA LIGHT O TITLE REPORT EXCEPTION 1A DENOTES PARKING SPACE COUNT BENCHMARK LM{-'1�1./♦J�J TREE LINE ( . ) TREE (SIZE AS NOTED) PROP CORNER TO BESET UTILITIES THE FOLLOWING COMPANIES WERE NOTIFIED BY DELMARVA MISS UTILITY SYSTEM (1-800-552-7001) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST SERIAL NUMBER(S) A808902070-OOA UTILITY COMPANY PHONE NUMBER ALBEMARLE COUNTY SERVICE (434)531-0714 COMCAST (804)562-3861 DOMINION ENERGY INC (434)970-3800 LUMOS NETWORKS INC (804)608-5640 CENTURYLINK INC (804)608-5640 CITY OF CHARLOTTESVILLE (804)550-7740 MARTHA JEFFERSON HOSPITAL (434)531-0549 UVA - WATER (434)260-9221 UVA -COMMUNICATION (540)908-5773 N/ 61 C CT UTILITY PLAN INDEX UTILITYCOMPANY LOCATE STATUS 1st REQUEST 2nd REQUEST RECEIVED ALBEMARLE COUNTY SERVICE MARKED 3130/18 4/4/18 COMCAST MARKED WILL NOT DISCLOSE DOMINION ENERGY INC MARKED 3130/18 3/30/18 LUMOS N ETWORKS INC MARKED WILL NOT DISCLOSE CENTURYLINK INC MARKED WLL NOT DISCLOSE CITY OF CHARLOTTESVILLE MARKED WILL NOT DISCLOSE MARTHA JEFFERSON HOSPITAL NO CONFLICT WILL NOT DISCLOSE UVA - WATER MARKED WILL NOT DISCLOSE WA -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 AL TA/NSPSLAND TITLE SURVEY MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR SHLINIIN HOTEL ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 7(A), 7 p)(1), 7( , 9, 11 &14 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED V1*i2Q1$ OF, (APRIL 19, 2018) � G SO C STATE FARM ROAD .ti ALBEMARLE COUNTY. VIRGINIA �/ JANE SALES CLAUSS q 22636 DAVIS DRIVE, SUITE 250 �� j„(p`�JjdTJ� ALFD 412e, � �� SV172065MBOHLER7.3V709.9500-FILE NO STERLING, �JG709,001 AXDATE E N G I N E E R I N G wewbwiemngmwng.cam JANE SALES I SS DATE VIRGINIA LICENSED LAND SURV Lq;14g$Vf,.' 4 04/26/18 :2knMCREMG wSaUroMMWVExraW KM mNOMHEffiV»F�+,ru.kq#1 v,DC TIfPj4 NJ aDDRAV GMuOfr.va.sa?HenALMI a ■aatn#oReRc .swnlBalaa�n/4®.rlprnEravRaM .wrsslcral,ce ■tallasLVRrx+.cwaonL�c .PxDcxRc THIS CERTIFICATION IS MADE TO ONLY NAMED PAR iR 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 FIELD DATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DVJG. NO OTHER PURPOSE INCLUDING. BUT NOT LIMITED TO, USE OF SURVEY AFFIDAVIT. RESALE OF PROPERTY. OR TO ANY OTHER PERSON NOT LISTED IN CERTIFICATION, EITHER DIRECTLY OR INDIRECTLY 04/19/18 JQ/CB BAS II JB JSC 1"=30 1 OF 1 C-1®7 5 a 0 0 / /ZQIOE.• COMMERCIAL OFFICE,-- PID: 07800-00-00-02 �502\ 500.71 / + - 1 h0� hpti -- C.71 hp9 � I w PORTIO, D.B. N PAP NTOPSA D.B. 2019 PG. 125 \ I \ \ LANDS N F ACBEMARCE LAhD, LLC D.B. 4416 PG. 460 USE.' VACANT ZONE PD-MC PID: 07800-00-00-073A.4 N47°06'22"E (M) 400.00' (��m) \' \ N49052'17"E (R) 1 \ I V 44z_ A¢A V APPROX. LOC 20' SANITARY SEWER EASEMENT DL? 750 PG F,89 \ D.B. 812 PC. 12J i 484- op� -_452 486 l ------------- 1454 % .T- oo /' 490 /o LDS 330 P 62 � Pt11�f7'®P� D.B. 61PG rQ -�4 494� PART FLAVDS0� W _ _ _ -' LC�,14 / I� LYi�� L. � 1 Z oo - - - i�A ? QPS i DB Ii08F 603 = z D.B. 681PG33�1 / ZQ.�'.'PD11IL' IV � 4g6 ;- PID 07800 00-� 065619 PARTOFLAWDS AiF� ARE,4: 993915F. 2.23.�8AC �OD KIMCO L.C. / 'NQBUILDEVG RR 1208PC 603 � /�0 / / 498 °o PID 07800-0040--0640D �' ; / 600�I _ ,ZQ PD-MC -TOPOGRAPHIC CONTOURS; Q' AREA: � 856 SF. OR2.1776AC FROM ACBEMARCE / 4' ` wo0-REWN) "WOBUILDING„ p ° 502 / (IO7tEMAlNJ ,:. _ LIMITS Of` o I'1"I "DISTURBANCE o / � � __ JC \ I / O w r _ O / °p LOD I -\ \' ^COD LOD LOD LOD _ LOD LOD LOD LOD LOD LOD LOD `� fll 1 / 5 \. t _ _ - - \\ \1\ PANT��3S \ �\ \\1 - `WOODED AR \-WOODEO AREA -- ! D.B.�66C77 Y _ - / lNv=469.81 (�RJ (�RJ P LANDS N/F sa° \ VIROlNIA�l/GH SCHOOL B p y \ It ` \ i ` LEAGUE, /go ao D.B. 906 PG 12/� '- _ 75 +fin p� +scce2e., tig7 + \ \ \\\ -.... t �. ? o PID: 07800-00�00-0630 W949+^` n hp(7/ +50978- 9 ' S08 \� \ \ n7 ^� S7? ? 1509 6B -hi.n II F 986 ,1 577 4 1 +s08.55 .5--- ____ \ \i-�nnf.n -S73 _ 5 BLOCK / 0 n -�a ---- \\\ rr� + / / --"- +51L29 - + �K +507.35/ -' LIMITS OF - +SRRBf _-�...n.,,�nn-��„J\ Oi--- - 512N '` B G DISTURBANCE _ I \ \ \ - 51 I 15 - o• 6 HT. =t28" / 57 0 \ \ \ EX. THE �, i \ `\\ 511 5 51 STORM MH 516' RIM=51558 1 o OTTOM 509 3 +5/0.J8 \ \ (RECESSED PIPES) TOPOGRAPHIC CONTOURS 511 - +514.35 5-CURB INLET APPROX.. LOCAT?ON \ I 2 1 PlM 5a49. FROM ACBEMARCE - OF 15' LIRMMGE EASEMENT COUNTY GIS D.B. 681 PIG J30 11 c 518. cl n Ed RE 669 PC 12 � _ TO \\\\ \ \ 573 +sr2' LOT 6+sn.n i1D VACA/DJ I S \ GuP 512 PANOP5r EXISDNG 21'RCP BYPASS PIPE 8 D.B. 681 PG. `330 ' - BE RE 0140. SEE- SEOUENCE OF s1 es + ` \ / ` \ ' _ CONSTRUCDON ON EROSION \ - +515.95 LANDS N// SEDIMENT CONTROL PLAN. �� a " I_� MARTHA ✓EFFERSON HOSPITAL J RASS AREA 46 PAVEMENT +51a.z9 (TBRJ � A D.B. 4973 PG. 550 \ \ / 515 / _ ---- ? CURB IS 04' EST OF 518.81 USE VACANT ------------- _ �. \\" It _ PROPERTY LINE ---------- ZONE COM ERCIAL OFFICE +5112e � / rze9 W NE PID: 07B�00-00-06600 _ _ r r \ \\\ / +515.75 (-�ma -/ / +51,178 ____� \\ \ 51 __ �== \ _ ~ 2 \\ ��� (TRRJ + - 5 / , DISTURBANCE - EX. TREE 1a- r 1/2' v ff177i5� LIMITSO 517J9 �'Y '$ .98-v Q \X/ C 51552 �i 519.5 NEW-' fRMANENT RETAINNG \\~ \ - 12" WALL EASEMENT 1 ' - 0 E D -- - 012" D.B. 4632 PG 123 X. PEE �' \\\R� _ - - PHONE BOX / -52 (S NOTE EX TREE (MR) +51s57 _ ONC: ,�•�245�� y�yy 51 \� 51592+_ \\ _ - - -BUILDING 330 sz0.a7 i i �' 6� 1 \� 12P SETBACK / ,/,1BRL}�'� ✓EFFE-R ON R +51[38 �% - - - _ _ _ _ 12 O 0 30' 681 PG. / + ' �-� G5 88 O/Hj- 514 -1 LINE D.B. i c s2z88 O20' 5154J +'-.-- -- 516-META RAILING PAVtI°�c�', - `` :517 !�- - 00� EDGE OF TOPoc�PH/C �N URSJ I 1 ENCH RK TO TC 51528 = -� OOl - - I 00 _ G 514.69 -- 'Ci91YC=SfBEr8q{ }_- -OOT OOl 521.03 _ -- I SAWCUT _. ELEI!C 512 0 FROM ACBEMARL _ ,^ 1-----"\ (TBRL PRIOR TO COUNTY , - s,9z7 o� -p0� s� G LbNSTRUCTIONJ CIS . _ - CURB -�lBQL-- _ _ s _ RIM- 14. 3 0 __ -�-�. SlD£WALK � � r �� INV A=510J (APP?rZ BENCHMARK �T �-='-"'may �7 - �0 OOl NEW TEMPORARY LItT'1 MESSED X-CUT SET GONG CURB & CU -°Yc ski .D-T- - - Tc sz0sv� C. APRON -CONSTRUCTION lNV B= O B_ ELEV.=516.B0 ER R) G s1857 ROP SAWCUT G 520..a7 `\ (TB/TJ-- EASEMENT - PROP. SAWCUT - __ D.B. 4632 PG. 123 -- SAWCUT STOP r uEMFW CANE "TRIPING� KNOIYN S/IE oT' i : 4 1NV s . R=7350U' (R&M) �� -- / (RECE ED PIPES) - G % �=03�°•38�50"- - ---1M=A5180 9 / / Ep�E OF PAVEME L=405.98 (R&M) A\\ 1NV B=512.79�- = CHB=S43'24'40"W I LANE STRIP _ CHD=400.83 N PAVEMENT _ - --- NV=51597J STATE FARM BOULEVARD t? DA SWA[F - mRIABLE WIDTH ASPHALT PAVED PUBLIC ROADWAY -•- EDGESPEED LIMIT- T5 MPH ENT _OFEMENT D.B. 669 PG 12 PAVEM ED DA 668 PG 330 & JJI 1-T D.S. 68 ---- - - D.1 PG 12 & 15 DEMOLITION/REM[OVAL LEGEND DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT ____--- - - - - - - - - - - EASEMENT LINE CONCRETE CURB & ---------- GUTTER y----o UTILITY POLE WITH LIGHT e�--� POLE LIGHT TRAFFIC LIGHT 1 ry UTILITY C POLE TYPICAL l ) LIGHT h r ACORN LIGHT ---�-- TYPICAL SIGN �X \ PARKING L COUNTS SPOT ELEVATIONS mSAN SANITARY # LABEL TM STORM # LABEL ____---SL---__-_ SANITARY SEWER LATERAL _--__-_Vy___--__ UNDERGROUND WATER LINE E_______ UNDERGROUND ELECTRIC LINE C_______ UNDERGROUND GAS LINE ------- OH -_____- OVERHEAD WIRE T-_____- UNDERGROUND TELEPHONE LINE _-----_C _------ UNDERGROUND CABLE LINE ------------------' STORM SEWER _-----_S _-_---_ SANITARY SEWER MAIN HYDRANT (\S I SANITARY MANHOLE STORM MANHOLE WM WATER ® METER WV WATER m VALVE ❑ 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 LINULKISKUUIVU U I ILI I ItA. r1UVVI VLK, LAUKINU t LAVA IUN, I Kt t I., I 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 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. t, z ILL w W W I Z I.-� 111 z wF2wj �Zw WEn jW z>C7�WpofW F W Q 2 W Z of < �x O ��mC7F fn D 2 Q Q z Q Z'O2 W ZFF 0z�<a n < of0U)Wz (L -I o > U W 55 REVISIONS REV DATE COMMENT DRAWN BY HEMBY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW fo Know what's below. C8116efore 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 SITEE ELAN DOCUMENTS FOR ET HOTEL, 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 8/20/2020 r SHEET TITLE: DEMOLITION PLAN SHEET NUMBER: mot/ 30 15 7.5 0 30 - 2 ® 1 1 "= 30' REVISION 2 - 8/20/2020 :\171V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:48 AM LAST SAVED BY. CHEDGES PORTION OF PARCEL 20 PANTOPS D.B. 7151 PG. 352 LANDS N/F MARTHA ✓EFFERSOON HOSPITAL D.B. 4973 PG 550 USE VACANT ZONE COMMERCIAL OFFICE RID, 07800-00-00-020F1 LOT 6 PANTOPS D. B. 681 PG. 330 LANDS N/F MARTHA JEFFERSUON HOSPITA D.B. 4973 PG 550 USE VACANT ZONE COMMERCIAL OFFICE RID. 07800-00-00-06600 PARCEL 73A PANTOPS D. B. 2019 PG 125 LANDS NlF ALBEMARLE LAND, LLC O.B. 4416 PG 460 USE VACANT ZONE PD—MC PID. 07800-00-00-07M \ ¢ _ J - - w C MErn n'A1c;No-� B V"[Aa W.17,1911I= --- _ _ PROP. 01 V=512.J4 JSED PIPES) ----- EDGE - - OF PgVEMENT PAVLMLNI LANs �/n'/nrvv AL LOT SEE NOTE SHEET -RES #) rnvr. wrt — UthSI I L WUHK U.O. coat --AND GUTTER EASEMENT - 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 3P0 & JJ1 OR 681 PG. 12 & 7J --- I LIMITS OF DISTURBANCE 1� 0 \ 1 0 1 LOT 3 PANTOPS D. B. 681 PG 330 LANDS NIT VIRGINIA HIGH SCHOOL LEAGUE, INC. D. B. 906 PG. 157 USE. OFFICE ZONE PD—MC PID.' 07800-00-00-06300 -- OF PAVEMENT EDGE EDGE DE PAVEMENT r NE STRIPS PAVEM , / c OFF=50.967 B[OCk' BUILDING' �&11 01N'G SITE TABULATIONS .ZONING DATA: SITE ADDRESS: 1628 STATE FARM BLVD. CHARLOTTESVILLE, VA 22911 CURRENTZONING: 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) 116.50, REAR BOAT (TO FUTURE PARK LINE) REAR 302.79` (TO CURRENT PROPERTY BOUNDARY) HATCH [][ LEGEND PAVEMENT ADA STRIPING STANDARD DUTY CONCRETE a_a a' MILL & OVERLAY VDOT HEAVY DUTY ASPHALT PAVEMENT PROP BUILDING (SEE ARCH DRAWINGS) STANDARD DUTY ASPHALT PAVEMENT AlHEAVY DUTY ASPHALT PAVEMENT CURB AND GUTTER SPILL TRANSITION CONCRETE CURB GUTTER DEPRESSED CURB AND GUTTER DOTE: 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' O z LU w w w fn z I- o w z w8wj zwW2 UWjW z>C7t=oItU) Fwax wZ J>Z0UUW0 fn D 2 Q Q z Q Zinmwz_F� 0z�QQ~O Q 0 0 Z) W z (-Jo� 0 w H F5 REVISIONS REV DATE COMMENT DMWN BY HEM BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW fo 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 HOTEL, ]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 8/20/2020 r SHEET TITLE: SITE PLAN SHEET NUMBER: C-3®1 I:Xl TV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:48 AM LAST SAVED BY. CHEDGES REVISION 2 - 8/20/2020 PARCEL 75A PANTOPS D.B. 2019 PG 125 LANDS N/F ALBEMARLE LAND, LLC D.B. 4416 PG 460 USE. VACANT ZONE PO -MC 910.• 07800-00-00-073AA I 1 N I 1 O 00 O^ Op O �OT5 I PARCEL X mop/ °°^ PANTOPS PORTION OF PARCEL 20 / D.$. 681 PG .130 PANTOPS / D.B. 7151 PG 352 I mop °° PARTOFLANDS OF LOT I LANDS NIF I / / KIMCO L.C, PANTOPS MARTHA ✓EFFERs N HOSPITAL °o D.B 1208PG. 601 DB. 681 PG..?30 0.6 4973 PG 550 °p / ZONE. -MC USE VACANT PID,• 07800 M-00-06500 PART OFLANDS OF ZONE COMMERCIAL OFFICE PID: 0800-00-00-020F7 po /o°^ AREA: 97391 S.F. OR2,23S8AC KIMCO, L.C. 'rW BUILDING" D91208PG 603 PID 07800-00 06M I PROP. RIP RAP OUTFALL. ZONE.' PD-MC O O SEE SHEET C-401 FOR / AREA: 91,856 .SF OR 21776AC. ADDITIONAL INFORMATION, 'NOBUILDING" LIMITS OF Op 00 DISTURBANCE PROP. �Op \ PROP. 6'MAX p0 \ RETAINING WALL (DESIGN BY OTHERS) OQ L00 LOD LOD LOD LOD LOD LOD OD LOD LOD LOD LOD !O 0 �00 _ LOT 3 PANTOPS =PROP. LIGHT,!o 687 PG 330 \ ° (TYP ) ANDS N/F VIRGINIA HIGH SCHOOL LEAGUE, INC g `$ D. � USE. OFFICE 906 57 PID: 07800 00- 00C 063 LOT 6 PANTOPS D. B. 681 PG. 330 MARTHA 1EFft1Y5ON HUSEIIA D.B. 4975 PG 550 USE VACANT ZONE COMMERCIAL OFFICE PIP. 07800-00-00-06600 D.B. 402 PG._123- STATE FARM BOULEVARD VARIABLE W10TH RIGHT-OF-WAY - ASPHALT PAVED PUBLIC ROADWAY SPEED LIMIT. 35 MPH D.B. 669 PG 12 D.B. 681 PG. JJO & JJ1 _ — --- - OR 681 PG. 12 & 7J 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 318" 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 Vx6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE NOT TO SCALE CURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING) ^^kNO PARKING FIRE :1, MIN. MN 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 ATf_%YV'U` C . 1. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION OF KNOX BOX WITH FIRE MARSHAL'S OFFICE 30 15 7.5 0 30 1 "= 30' t, z LU w w w U) z I- O w z WQ WF�wj UJI (DzUjUU jw z>C7t=o(rIn F w Q 2 w Z J>ZOULI �o_¢o_mC7F fn D 2 Q Q z Q ZlnmwzFF­ 0z�QQ~O ag020- 0wz o _j Z)o U w 1n REVISIONS REV DATE COMMENT DRAWN BY CHEM BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW fo 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 HOTEL, ]LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER E N GI N E E RI 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 8/20/2020 r SHEET TITLE: ]SIRE LANE PLAN SHEET NUMBER: C-3®2 i'\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:48 AM LAST SAVED BY. CHEDGES REVISION 2 - 8/20/2020 14• RAMEY KEMP j ASSOCIATES TAANioORTLT,ON EYG,NFER,^. RAMEY KEMP & ASSOCIATES.INc 43A3 Co. aaed Gl.n All., VA 23060 M., W4217,8580 F..: 80Y217-0 63 . F.."k.mp rom State Farm Boulevard Hotel Albemarle County, VA ITE Trio Generation-TvDlcal Weekdav- 10" Edition Average Daily Traffic AM Peak Dour PM Peak Hour Land Use Size (vpd) h (vp) h (vp ) (ITE Land Use Code) Enter Exit Enter I Exit Enter Exit Hotel 130 rooms 544 544 36 25 40 38 (310) April 24, 2018 6 RAMEY KEMP -ASS061ATES April 2015 Page 611-7 Figure 611-1, Symbols Used In Typical Temporary Traffic Control Figures Application ® ARROW BOARD ARROW BOARD ON TRAILER CHANNELIZING DEVICE ACTIVE TRAFFIC SIGNAL INACTIVE TRAFFIC SIGNAL ♦► TRAFFIC OR PEDESTRIAN SIGNAL —• FLAGGER 17 OR ® 1 WAY PAVEMENT MARKER WORK VEHICLE 7ZTRUCK MOUNTED ATTENUATOR RMIAW ENFORCEMENT VEHICLE WORK SPACE WMBLE STRIPS ® IMPACT ATTENUATOR 1: Revision 1- 4/1/2015 d01 --- O D M PROPOSED SOUTHWEST SITE ENTRANCE CHANGEABLE MESSAGE SIGN SUPPORT OR TRAILER 0 0 o ARROW BOARD ON VEHICLE O TEMPORARY TRAFFIC' BARRIER — LONGITUDINAL CHANNELIZING DEVICE i TYPE 3 BARRICADE .6 SIGN M HIGH-LEVEL WARNING DEVICE 1 (FLAG TREE) OR e 2 WAY PAVEMENT MARKER 21111111111 TRACTOR ® SLOW MOVING VEHICLE EMBLEM WARNING LIGHT MILLED PAVEMENT DIRECTION OF TRAFFIC AUTOMATED FLAGGER ASSISTANCE DEVICE Page 6H-38 April 2015 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadlvay (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 130W--1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 3. 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 611-3. For Limped Access highways a minimum of I000' is desired 4. All vehicles, equipment, workers, and their activities should be restricted to one side ofthe pavement. Standard: 5. Taper Length (L) and Channelizing Device Spacing shall be: Taper Length (L) Speed Limit (mph) Lane Witlth (Peep 9 10 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 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper= %L Minimum Channelizing Device Spacing Location Speed Limit (mph) n+ 0-ed 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 I/. 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 6H-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 80L120' 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, or' 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 GH-39 Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) 500' + i/ 80'- 120' SHADOW VEHICLE c REQUIRED � (TMA REQUIREMENT SEE NOTE 8) ji ILLUMINATED FLASHING SEE ® (AMBER CAUTION MODE) NOTE 7 TYPE B OR C SEE NOTE 5 ® ILLUMINATED FLASHING ® AMBER ARROW ® H TYPE C SEE NOTES 3 & 6 SEE NOTES SHOULDER®®�SEE NOTE 5 TAPER 2&3 i e W4-2R r SEE NOTE R4-V7L KEEP 6 ANE�EMDS W9_2L LEFT En SEE NOTE 2 flIGNT RIGXi uxE �i . uxE W9_3R CLOSED ' CLOSED ANEAO ANEAO SEE NOTE 2 1 ROAD ROAD WORK __ .- j� - WORK W20-1 AHEAD AHEAD iop / \ COD / / is do / oo- i NOT R11Ni �O OWAY VAR IABLE WIDVEp P0e35 MPH / - �� ASPHA SPEED 1bM61g' PG. 01 331 p.8 1 Pp' 3312 & 13 p.6 5 6161 Pp' / / PROPOSED NORTHEAST SITE ENTRANCE (7 z w w W w rn z FOf w Z LW w > ZDZ OZW WW jw Z5 0 LUofW F W Q 2 W Z >z0WW0 �ofQitmC7~ W52<MZQ Zrt,�WZF� Z 0Qa~O < 0U)wZ dJ a � U W I- 55 REVISIONS REV DATE COMMENT DRAWN BY CHECxED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW fo 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 HOTEL, ]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 8/20/2020 r SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER: C-3®3 :\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20 (d 6:49 AM LAST SAVED BY: CHEDGES 10 5 2.5 0 10 1 "=10, REVISION 2 - 8/20/2020 w LL 0 a 0 r 0 OO r6'C gi24•-. FNCHMARK CUT SET LEV=516.80 530 520 510 t PROPOSED HOTEL 13,864 SF 109 ROOMS 6 STORY BUILDING HEIGHT 65' MAX FFE = 518.50 ® *ROW � � % � � � �1p1, (� 1 mil-=i e PROP. T± LANDSCAPE WALL (DESIG 4 BY /THERS ).Z;6k,,ZPROP. Tt LANDSCAPE , i �r�.AA 87w� V. � J ; ru `jr r1 VYA� 1• cc u• ■�'Oj�a'��'$ 04✓L�i�ii1,..� V`N'r!'t7Y_ vv Rw'i,� �IQTIv�w ��`.j1Q "'� i.''I\.si.�l1 1 1 II[� KO�I'31n; V `1'oidd il�� IGeQ+.S "�"14� � � Ih��1�@cl�. � - � �I►� . R v - - I AP PAVEMENT - - - �_ v 13+50 13+00 LIM� / 0 1 ✓1 DISTURBANCE 12+50 role \ EDG OF PpVEMEN / pLK 1z+oo I Onn-L D /GONG1 9I0 ❑ & 1 1 + NT MARKING PAVEME GE OE PAVEMENT (DESIGN BY E� / .. .GO, QO _ GO' - _- OTHERS) ---- _ 6 TICE CONC.51"WK _ -- o GONG CUkB PAVEMENT LANE STRIPING -- / VARIABLE WIDTH RIGHT-OF-WAY _ ASPHALT PAVED PUBLIC ROADWAY EDCE - SPEED LIMIT J5 MPH OF PAUEAlENT OR 669 PG. 12 OR 681 PG. JJO & JJ1 ---------- D.B 681 PG 12 & 1J EDGE OF PAVEMENT \\ PAVEMEN11 NE STRIPING ��C'DNG�'WAL �nrF OF PAVEMENT PROPOSED A15' SIGHT DISTANCE INE OBJ EE £X. GRADE - PRO GRADE - - FX. GRADE 530 540 520 530 510 520 N 30 15 7.5 0 30 1 "= 30' OBJ (STANCE LINE 415' SIGHT ROPOSED EVE EX. GRADE _ EX GRADE PROP: GRADE - - _ - - - 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: 1"= 50' HORIZONTAL SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL 1"= 5' VERTICAL (NOTES: 1. FOR ADDITIONAL LANDSCAPE INFORMATION, SEE LANDSCAPE PLAN ON SHEET C-701. 2. SEVEN (n 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 0 z ILL w w w U) z I- o w Z w F 2 W j (DZW WEn jW z>CD�oofin Fw¢x wz J>ZUw(n0 �ofaitmC7~ fn D 2 Q Q z Q Z1nmwzF� C)z�< 0 < of0U)Wz o J o U w 1- V5 REVISIONS REV DATE COMMENT DRAWN BY CHEM BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 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: DSH 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 8/20/2020 r SHEET TITLE: %� SIGH T DISTANCE PROFILES SHEET NUMBER: C-304 IN. 171V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:49 AM LAST SAVED BY. CHEDGES REVISION 2 - 8/20/2020 4q5 PARCEL X PORTION PANTOPSPARCEL 20 D.B. 1151 PG 352 I age MARTHA EFFE S N HOSPITAL i D.B. 4973 PG. 550 i USE: VACANT \ ZONE. COMMERCIAL OFFICE / `sow 07800-00-00-024F 0p \ 5 500.71 / +50190 l RIM 502. ' 1 - MATCH E GROUND ELE �L 5p6 510 RIM 511.25 +5a577 TC 512.25 ABM 51� LIMITS OF TC 513. DISTURBANCE 510 \ P. IGI 0RAPHIC CONTOURS / FROM ALBEMARLE COUNTY GIS D.B. MARTHA D.B. , OPA 512 PG, JJO 7S07✓ HOSP/T,AL G 550 ACANT Tcsta. RCIAL OFFICE 20-00-06600 FTC 5 ---------- -515- — --- -- _ 516._. �B`-.�.. MATCHEX. 7c \ G 518.1± G 514.694.6B IMATCH EX. - OFFSr 5611�VM j1234 FJ 7RfCf5Y5'ED PIPES) PARCEL 73A ' \ PANTOPS D.B. 2019 PG. 125 \ ` LANDS N F ALBEMARLE LAND, LLC D.B. 4416 PG. 460 USE VACANT ZONE: PD-MC PID: 07800-00-00-07,44 1 I i \ � i APPROX. 'CC 20' 1 \ \ �.S4NlTASEWER EASEMENT 8 D.750 PG 689 1 D.B. 812 PG 123 1 SAN � d EX-1 — J54 ROPOSED SPECIAL LOT SEE NOTE 2 THIS SHEET (2.0 ACRES #) 468 _ �470� 1 4g0/ 492 494 1, 496 ^ONTOORS� 1 �/ 50 MARLE LIMITS OFF DISTURBANCE-. O O 0 50 BW502.50� LOT 3 hC' 505 71 D.3.4 1 P 33�0 D.B. 906 RG. 1 USE: O�F7 ZONEPD-MC `ID.• 07800-00-00-0630 r I 1 ,CURB INLET y\1,viM=54s. dd ,516`2 I 0 CURB IS 0.4 , WEST OF PROPERTY LINE SAWCUT - (;� �\ OTHERS) PROP.)' PROP, TEMPORARY FROM ALBEMARLE \\\\\L SAWCUT / BCTCH521 E OFFSITE WORK COUNTY GIS _ G 521.25± MATCH EX. EASEMENT - ,k — MATCH EX _- - ' - NEW TEMPORARY / _ - ,, STRUC UT P. TEMPORARY E4SEMENTIION OFFSITE WORK D.B. 4632 PG 123- \\ EASEMENT . / - RIM=518.09 lNV A=512.99 / A\\ INV 9=512.79 lei STATE FARM BOJLEVARD `= VARIABLE WIDTH RIGHT-OF-WAY / ASPHALT PAVED PUBLIC ROADWAY - SPEED LIMIT • 35 MPH D.B. 669 PG 68 D.B. 6PG & 330 331 D.B. 68- - - / 1 PG 11 & 73 GRADING ]LEGEND EVS77NGNOTE TYPICAL NOTE TEXT PROPOSED NOTE — 120 — __ ___125 ________ .CONTOUR LINE -•' ,, p; SPOT ELEVATIONS Pao C 516.0 C515.5 SANITARY LABEL SAN # STIM 1 STORM LABEL ST # STORM SEWER _ DJ STORM MANHOLE i O` I� TYPICAL END SECTION . III HEADWALL OR ENDWALL �OR YARD INLET O 1 CURB INLET ® MONITORING WELL BORING ® BENCHMARK TEST PIT SLOPE LEGEND MANAGED SLOPES HATCH LEGEND VDOT HEAVY DUTY ASPHALT PAVEMENT DOTES: 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 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 DISTURBANCE, CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY, IN WRITING, FOR RESOLUTION - RIP -RAP OUTFALL ALL COMPUTATIONS Cutfall Q (cfs) Do, Pipe Diameter (in) Tailwater Condition La, Apron Length (ft) Apron Width d50 (ft) Rip -Rap Depth (ft) Rip -Rap Class Upstream (ft) Downstream (ft) A-10 16.99 24 Max 6 6 5 0.5 1.1 Class Al 30 15 7.5 30 1 "= 30' C7 z ILL w w w rn z Fw ILL Z W F 0 W Ur Z w w w j W Z}CD~wQ D_U) F w Q 2 w Z J>Z0UJW0 Z)ofaitmCD~ Q D 2 Q Q z Q z U)2w ZFH UZ9<a O 20- www < of z d J o_� U w H V5 REVISIONS REV DATE COMMENT DRAWN BY CHEM BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW • Know what's below. C8116efore you dig. ALWAYS CALL 811 It's fast. It's free. Ifs 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 MOTET,, ]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 8/20/2020 r'SHEET TITLE: GRADING PLAN SHEET NUMBER: C-4®1 t71V172065\DRAWINGS\PLAN SETS\FINAL SITE PLANW172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20@6:49AM LAST SAVED BY: CHEDGES REVISION 2 - 8/20/2020 g a c*� Hydrant Flow Date of Report Servke Authibrity Y 2/14/2017 ° ��� Test Report lee>#saii mudclaaoasstm.v ants (�ten.W'tl 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 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 AW WA 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: see eq. 13, Walski 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: //%Pr DISCLAIMER Utilities, structures, lot lines. W an apptxtnances Indicated on this map are intndad for general layout and reference locahon only. This prmtoul is not intended for any other use than for pehrnnary ptarnsng and general location purposes The utisbes shown on this map are beloved to be at=rate, however, recent utility Improvements ndlcr system changes may reeve oxen updated in our mappng since the ame of this pdntma. Conran ACSA directly for spec laibty, IOcaboris Aenai Imagery O Contmomeafth of Virgnia Ptanimemc Data Property of Courry of Albemarle `i tr 1 20011 ./1 :11 Service Auth6rity Sfyng�Ccn'dwi� STATE FARM BOULEVARD 100 50 25 0 100 1 "= 100' 91 z W W W W In z , � W Z W F co W(7gU—U� U Z W w j W Z)-(D owcn �Z>ZQUJWylo Zcn�WZF� O z jr < — O Q J to C)� W Z z IL Q aQ W U W H to REVISIONS REV DATE COMMENT DRAWNBY CHECKS Y.ECREO BY GY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW ju Know when 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 ]HIOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BE INOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com Op )HN C. WRIGHT Lic. No.046960 8/20/2020 r SHEET TITLE: OVERALL UTILITY PLAN SHEET NUMMMB'ERR'� /\: \ -501 H:Xl7\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:49 AM LAST SAVED BY: CHEDGES REVISION 2 - 8/20/2020 PARCEL 73A \ PANTOPS D.B. 2019 PG. 125 <\ ALBEM LE LAND LLC � D.B.USE 4416 ANT 60 a ZONE- PD-MC PID.' 07800-00-00-073AA \ 1 \ o I\. I \ I \. PORTION OF PARCEL 20 PANTOPS D.B. 1151 PG. 352 STORM-bL`' - -� - J c, -rrtur. cc t\rvu o ov- PROP.TEMPORARY CURB-M�EEI Illr UNK RlM 51 Z j4 OFFSITE WORK NOy'NS/ZE 80/70M-512.34 EASEMENT-- _-_----- - "� - (RECESSED PIPES) D _ _ - - A\\ INV=515.91 STATE FARM BOULEVARD VARIABLE WIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY SPEED LIMIT.,I5 MPH D.B. 669 PG. 12 D.B. 681 PC J30 & 3JI D.B. 681 PG. 11 & 13 1 I / . LIMITS OFF DISTURBANCE O I�'o l0 a \ LOT 3 LOPANTS t OPS D.B. 681 PG. 330 2 P7�� wrv� o�j SAWCUT i OOCONTRACT�� TO' kEEMOVE FIRE 001 ._ L�TO-EXISTING VALVE AND -PROP CG-12 j RELOCATE HYDRANT AS SHOWN. "ao� i i i 30 15 7.5 30 1 "= 30' UTILITY ]LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE N SANITARY SAN J' LABELo %f 1 STORM T LABEL # SC SANITARY SEWER tt LATERAL N' UNDERGROUNDS WATER LINE W E UNDERGROUND ELECTRIC LINE E G UNDERGROUND G GAS LINE Oh' OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE C UNDERGROUND C CABLE LINE - STORM SEWER S SANITARY S SEWER MAIN ii HYDRANT SANITARY MANHOLE J STORM i MANHOLE �\ i WATER 0 METER WATER • VALVE GAS VALVE GAS METER TYPICAL END SECTION l' HEADWALL OR �OR� v�` ENDWALL YARD O INLET - CURB O� INLET CLEAN p OUT ELECTRIC O MANHOLE TELEPHONE O MANHOLE ELECTRIC FEO BOX ELECTRIC PEDESTAL ® MONITORING WELL TEST YY PIT TEST PIT NOTE 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 SANI [°ARY LATERAL SCHEDULE Structure Invert Elev. Length (ft) Slope (%) Dia. (in) Material Upper Lower Upper (ft) Lower (ft) BLDG. SAN 1 513.00 512.50 16.93 2.95% 6 PVC PVC SAN 1 SAN 2 505.00 500.00 139.22 3.59% 6 SAN 2 SAN EX-1 490.00 446.00 201.75 1 21.81% 1 6 1 PVC BLDG. SAN GT 1 513.00 1 512.90 5.00 2.00% 6 PVC SAN GT SAN 1 512.65 512.35 14.37 2.09% 6 PVC MANAGED SLOPES 8/2/2019 HS Engineering, Inc. Consulting Engineers Domestic Water Sizing IPC 2015 Table E103.3(2) Fixture Occupancy Control Total WSFU Quantity Total Bathroom group Private Tanklyper 3.6 109 392.4 Bathroom group Private Flush valve 8.0 0 0 Water closet Private Tank type 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 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 1A 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 = 4" Domestic Water Meter Size = 2" based on Fixture Value Sizing C7 z LU w w w rn Z I.-O_ w Z W F en Ur W Z w W 2 j W Z>-0 DIY In F W Q 2 W Z J>Z0WW0 rn D Q Q Z Q Zul W ZFF C)z�QQ~O < 00U)wz dJ ag U w H rn REVISIONS REV DATE COMMENT DRAWN BY CHEM BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW fo 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: �T ]FII� AL SITE PLAN DOCUMENTS FOR PT HOTEL, ]LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOH LER 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 8/20/2020 r SHEET TITLE: UTILITY Y PLAN SHEET NUMBER: C-5®2 REVISION 2 - 8/20/2020 HA17\V172065\DRAWINGS\PLAN SETSIFINAL SITE PLAMV172065-SSP-2.DWG PRINTED BY: CHEDGES 8.20.20 (d 6:49 AM LAST SAVED BY: CHEDGES 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 Inten -sity (in/hr) 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 N Sw 1 Sx Eo (App. 9C-8) a (in) S'w =al (12W) (%) Se=Sx +S'w (Eo) (%) Lt,Comp. Length (9C-17) (ft) L,Spec -ified Length R L I Lt E Qi Qb Down Qi d h (ft) d I h Ts rev11/25 Eff. (9C.18) Int'x Flow (cfs) Byp. Flow (cfs) Stream InVx Flow (cfs) Depth (ft) Spread In Sag (ft) Str. A-70 Curb DI-36 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.3C 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 (inlhr) Q Inven Elev. Length (ft) Slope (%) Dia. (in) n Capacity (cfs) Velocity (fps) Flow Time Q/ Qfull Vl Vfull Vfull Remarks rev11125 Incr. E Incr. (cfs) Known (cfs) I (cfs) Upper (ft) Lower R 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 3541 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 OA5 0.81 5.61 6.48 2.91 - 5.24 508.25 507.25 89.56 1.12% 15 0.013 6.84 6.10 0.24 5.85 0.77 1.09 5.58 A-80 A-79 0.59 0.80 OA7 0.47 5.00 6.64 3.12 - 3.12 508.30 508.00 15.00 2.00% 15 0.013 9.16 6.73 0.04 5.04 0.34 0.90 7.46 A-31 A 30 - - - - - - - 5.44 5.44 506.00 503.60 58.48 4.10% 24 0.013 45.95 1 9.52 0.10 5.10 0.12 0.65 14.63 10 YEAR FIG L COMPUTATIONS Structure No. Outlet WSE Do (in) Oo Lo Sfo (%) Hf JUNCTION LOSS Final H Inlet WSE Top l Throat Elev. Inlet Shaping Pre -Cast Structure Junction Loss Reduction Remarks mv11125 Vo Ho QI A Qi • Vi ViA212g 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 OA3 - - 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 M01 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 5A 9 1.00 0.65% 0.01 5.83 0.13 5.24 6.10 31.97 0.58 020 - - 0.00 0.33 - 0.17 0.17 510.45 515.05 Yes Yes Yes A-60 510.45 15 524 89.56 M6% 0.59 6.10 0.14 2,39 4.85 11.59 0.37 013 92 0.70 0.26 0.53 0A9 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 51OA6 513.80 Yes Yes Yes A-80 510.46 15 3.12 15.00 0.23% 0.03 6.73 0A8 OA8 0.23 0.11 0.15 510.61 513.55 Yes Yes Yes RIP -RAP OUT FALL COMPUTATIONS Outfall Q Do, Pipe Tailwater La, Apron Width d50 Rip -Rap Rip -Rap Apron Upstrea Downstre Diameter Condition Length Depth Class m am ion) (in) (ft) (ft) (ft) (ft) (ft) A-10 16.99 24 Max 6 6 5 0.5 1.1 Class AI ROOF DRAIN SCHEDULE 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 06 513.50 512.00 29.50 5.08% 6 PVC 520 510 500 490 STM A37 STM AaD 58.48' - 24" RC N PROP. FILL 95 a COMPACTED EX. GRADE [V f.] U K Z y n N X O m aa- 5rc 0 NO t0 t0 of VNRz0 Dona KO<0 o. .n>p> + O M> �i :>+ '+ 0,Z a�z z z �a n_rr- 10+00 10+50 11+00 520 510 520 500 510 490 500 STM A B° STM A ]9 15.00' - 15" RCP p PROP.F LL95% COMPACTED EX. GRADE N t� F A - W � � J � m O U n anz v U c 0 a�O aO m �> c O � �> 10+00 10+50 520 510 520 50o 510 490 500 480 N'"��"'�. I I r' � I''"�I I SI MW 520 510 500 STM A ° tA-59 PROP. GRADE 4p�� . GRADE �� PROP.GRADE178.33' -15°RCP@1.04% 89.56' -1 .j PROP. FILL95%C MPACTED. FF m rD of a m r3 X z 1 8 0 m N > r m o m o Uow U O7 a Eo Nap 0i U' `n 0 m U 'o o o �+ ainz ma 0i> +� array +�> of 0 �+ a z0 r +��> av,p K >Z> + 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED STORM PROFILES A=59 TO A-70 SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL 500 STM A5G STM A 40 PROP, GRADE STM PROR GRADE STM X. GRADE i i 249% RGP 130�1'-Z4 @2.440 T.01 -Z4° RGP EX. GRADE STM A-10 13.20' 24" R P @1.8% 24" RCP 66.41'- 6'L, UX5W CLASS Al RIP RAP C7 b R G O M N Z X a 5 ¢� <a z a- 1- F Z o U s o if u> o M U a s cc; o_,nz p6 of a,nzz p a a o_,n 2 � Z Z � � � > > � Z K 2 mo � � Z rr o_--- + Z a - _ nm- . 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 Z LU w w w rn Z F O_ w z wF(9wj C7zwWTI jW z}CO~WOIY rn F w Q 2 W Z Z)O_Qa'mC7~ <<z< zUgwzFl- C)zO < of0U)wz (L _j o U W H 0) REVISIONS REV DATE COMMENT DRAWN BY CHECHEDBY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW fo 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 HOTEL, ]LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOH LER 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 8/20/2020 r SHEET TITLE: UTILITY PROFILES SHEET NUMBER: C-5®3 H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-PPU-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:49 AM LAST SAVED BY: CHEDGES PROPOSED STORM PROFILES A-30 TO A-31 SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL REVISION 2 - 8/20/2020 I 5 \ \\ `PARCEL 7.:A PPS D.B 2019 0i.9 PG.\ 1 LANDS Al,, \\• \ \ �. - a a l r vG a ALBEMARLE LAND, LLC • ` \ \ \ \ G 1 \ \ D.B. 4416 PG 400USE VACANT \ ZONE PD-M \ PID: 07300-00-00 073,4A ° + + + + + + + + + +\+0+� + + + + + + + /+ + ;1 / `•� 11 1 1 t ,♦ , s III I;. a. f �r •♦ •' 454 f' • s ,'• • 1 IIIIII D o 11 •♦ (r; 4.��` \ •� O •• •a Va U1 as 41 al -� •s .r �ir.K►ao�.r��er ��:���s���aaiiac .�aaaaaa ��.accc.�aa�.ar��aaasi�saJsa�=��aawiosr / -�-1,�„1�/�-.c- �r�rrr �rsrr� ���. rr rr� �_4Er apt r i1•:I /�� I �a u� \ �. �; o';'F'�/ �� �� . ���AIi.��a I/ P .a'.� Ili/ /�� . ! 41.Ir ►�.v �+ �@tj �i �s:C....►ii�._��_�_.___.J.C_���.9�.�L�/I t.G.PAMAV � ���� I I PAP .y_--�-i---/--r-VArA WA ,AmW FFA - --1�: ` ��r 1. /♦ /I III y .� --- ---- - ---__- - - ---- -- - ----WA WA �.,� HAIMMA WAWA NA �� /�►i ice► �ss�l 1 • ■ 1 "�! � � rrrrrrr�rrrr�rar��� �, /� WA _ iJ.l.�l►.�/�e��.►..r,i I .aaaaaaaa��av�a��a/,I,h v `a�.�as �aaaaaa.��► �aJ I Ifs �, ►�,/.�jl /�"/� /%.II ' � ,= ��'�����i�!/ �� /r Q ..... • . 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S1 Ktc t r t.,,.... / _ LANDSCAPE NOTES -- ---- ---_ Lvr�w�a�? FARM BOULEVARD-- �°j �% %� ID 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, - STATE JL JL e JL, C� B 'LJ JL E e ljJL s � -- - - - MATURE HEIGHT; THE TOPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED VARIABLE WIDTH RIGHT-OF,rvf+Y MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. �� --- ASPHALT PAVED PUBLIC DWAY -- -- __ -- -- - - - - 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE ___.___.- -- SPEED L/MIT.• MPH -- -------. _-_ D.B. 6PG. 12 CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. -- - -_ D.B. 68 PG. J30 & 3J1 -- - - _ REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. DK 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 416 INTERSECTION SIGHT DISTANCE. EXISTING TREE CANOPY + + + + TREE CANOPY + + + PRESERVATION AREA PARKING LOT AREA PARKING LOT LANDSCAPE AREA County of Albemarle Conservation Plan Checklist -'To he placed an Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. 'fhe fallowine ilrms shall be shnxn nn Ihr nlan: ® Trees to be lased: ® Limits ofcleanng (amsiJe dripline oftrees to be saved): ® Location and type ofprntecbve tell NA ❑ Grade changes requiring tree wells or wa6s. NA❑ Proposed trenching ortunneling beyond the limits ofelearing. 2. Markic ® 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 tree marking has been inspected and approved by a County Inspector. 3. Pre-Ccmotruclton Conference: M 'free preservation and protection measures shall he reviewed with the contmctoron site. 4. Euulomem Operation aad Smraee: 09 Heavy equipment, vehicular mtffic and Stamge of construction materials including sail shall not be permitted widen the driplines of trees to be saved. ±. Sall Erosion a d Starmwal r Detention Devices; Such devkes shall not advcrseIv affect aces to be saved. 6. Fir : Fires are not permitted within IM feel of the dripline of recta m 6e saved. 7. Toxic Materials: M Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. N. Protective Pencine: W Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shal I 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 mused within the dripline of a ace to be loved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: NA ❑ When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a consauction dcwil sabmined for approval. 11. Trenchine and Tunneline: NA ❑ When trenching is required within the limits of Bearing. it shall be done as faraway from denial of aces as possible. Tunneling trader a large tree shall be considered as an allemative when it is anticipated that necessary reaching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed dining the fmal cleanup. 13. Dural Trees: Damaged tree shall be located immediately by pruning, fcitilimtion or other methods recommended by a tree specialist. TE: IT IS THE DEVELO R'1 Digltallyls/i�i5 � f�'eFg �Tti�TNE CONTRACTOR ON TREE CONSERVATION DN. C=US, YI/ Y E=Michael@shaminhotels.com, O=Shamin Hotels, CN=Michael t1Brz9zo OWNER SI TURE �W Datte:e:2020.01.03 10:30:24-05'00' (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 oft VERIFICATION OF COMPLIANCE: THIS LANDSCAPE PLAN SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF ZONING ORDINANCE SECTION 32. LANDSCAPE SCHEDULE KEY QTY. BOTANICALNAME COMMONNAME CAL. CONT. CANOPY TOTAL CANOPY SHADE TREES AR 5 ACERRUBRUM RED MAPLE 1111 B.B 397 1,985 BN 4 BETULA NIGRA MULTI STEM RIVER BIRCH 10-12 B.B 397 1,588 CBF 3 CARPINUS BENLUS'FASBGIATA' PYRAMIDAL EUROPEAN HORNBEAM 11R-2"CAL. B.B 177 531 Gil 3 CERCIDPHYLLUM JAPONCUM JAPAN ESE KATSURA TREE 111i &B 222 666 G71S. 4 GLEDITSIA TRIACAMHOS VAR. NERMS'SHADEMASTER SHADEMASTER HONEYLOCUST 1111 8+8 424 1,6% NS 2 NYSSA SYLVATICA SOURGUMORTUPELO 1111. B.B 123 246 PLO 2 PLATANUS OCCIDENTAUS AMERICAN SYCAMORE 1112-2'CAL. 3l 1,253 2,506 OP2 4 QUERCUS PALUSTRIS PIN OAK 11f2-2"CAL. 8+8 370 1,480 QPH 5 OUERCUS PHELLOS WILLOWOAK 112-2"CAL. B.B 370 1,850 ZS 4 ZELKOVA SERRATA JAPANESEZELKOVA 11/1 31 350 1,400 SUBTOTAL: 36 TOTAL 13,948 DECIDUOUS SHRUBS CA 22 CLETIiRAALNIFOUA SUMMERSWEET CLETHM 24,30' #3 CAN NA NA IV 20 ITEAVIRGINICA'HENRY'S GARNET GARNETSWEETSPIRE 24-30' #3 CAN NA NA VCA 24 VIBURNUM CARLESII KOREANSPICE VIBURNUM 24-30' #3 CAN NA NA SUBTOTAL 66 EVERGREENSHRUBS ICBUR 23 ILEX CORNUTA'BURFORDII' BURFORD HOLLY 24-30' #3 CAN NA NA IGS 23 ILEXGLABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 24-30" #3 CAN NA NA SUBTOTAL 46 ALEEMARLE 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: 1150 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 8 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 REQUIRE E 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. REQUICOMPLIES WITHIN A NUMBER NUMBER OF PARKING SPACES: 118 OFPLANTINGSRKING PARKING AREA REQUIREMENT 1/10 SPACES CANOPY TREES: 118 x (1/10) = 12 SHRUBS: NA PROVIDED PLANTINGS CANOPY TREES: 13 EVERGREEN TREES: NA 'W 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%) Z w W w o In Z H W UU Z W H- (9 W ozwww5w z>0H-Wof n F w Q 2 W Z J>ZU W O3O Qd'm Ur I- fn QQZQ ZU) WZFH °z�0 -0 < 0� 1wz jd J d U W H_ 55 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 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: 11311 CAD I.D.: LSP-2 r PROJECT: ]FINAL SITE ELAN! DOCUMENTS FOR ]PT HOTEL, 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 a��pLTH pF` NICHOLAS T GEORGAS r Cert. No. 001653 �2 01/03/20 (`V Oscq PE ARG�\� SHEET TITLE: LANDSCAPE ]LAN SHEET NUMBER: C-701 REVISION 2 - 8/20/2020 17\V772065\DRAWINGS\PLAN SETSWINAL SITE PLANW172065-LSP-2.DWG PRINTED BY: CHEDGES 8.20.20 Q 6:49 AM 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 11W, 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. S. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48') HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN,. MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"t). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (61 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-M 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 12. 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 PLATANUSXACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA URIODENDRON TULIPIFERA ZELKOVA VARIETIES L PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER W CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A Y.." LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS; GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (Z) 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 SOX INCHES (61 DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6') DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFFSITE, 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 PLANT 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 TW ICE THE W IDTH 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 - BED AND TILL INTO TOP 6" OF I _� —� PREPARED SOIL. //I'� iTI — ' _ _ _ _ _ —_ - 4-6" DEEPER THAN ROOT BALL UNDISTURBED--� I_ _ — 11 SUBGRADE I I REMOVE THE TOP 113 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 44 o 4, o SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE ° OR WRAP TRUNK FOLD BURLAP AWAY FROM PREPARE WIDTH OF o o TOP OF ROOT BALL PLANTING HOLE 6 FT OR TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE o THE ROOT BALL; o 0 0o o OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER o POORLY DRAINING SOILS. e 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE 1 PART PEAT MOSS 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 _ SUBGRADE _ _ _ _ ' AND TILL INTO TOP 6" OF PREPARED SOIL. II=III= 4-6" DEEPER THAN ROOT BALL DIG WIDE, SHALLOW HOLE =III—, III III III —III— I (' REMOVE THE TOP 1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES - IIII 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 DECIDUOUS AND EVERGREEN SHRUB RUB PLANTING DETAIL NOT TO SCALE FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. LANT MATERIAL SPACED AS INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE�� MINIMUM 6"TOPSOIL"""""'11111111 EXISTING SUBSOIL =III=III== =III III II TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (D.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT ]PERENNIAL/GROUND COVER ]PLANTING DETAIL NOT TO SCALE 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 BEEFING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20.12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 22. 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/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. f7 Z EE W W W U) Z I_- Of W Z W F ( W (DZW WU) jW Z}(D F-D IYU) F W Q 2 Jul Z J>ZUWXnO CO 7 Q in zU) W H aZIQ-. Z — O a— T 0 z � Q � ~ O z 0 0 D W z a (L z Q J � C) W H rn REVISIONS REV DATE COMMENT BY CHE HECItE�BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW • Know what's below. C811 before you dig. ALWAYS CALL 811 It's fast. Its 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 B HLER IIIII® E N G 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 OF JICHOLAS T GEORGA( r Cert. No. 001653 I�2 01/03/20 (`V Oscq PE A-10 SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-702 H117W172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 Q 6:50 AM LAST SAVED BY: CHEDGES REVISION 2 - 8/20/2020 1992 3.38 Site Planning for Tree Protection 1. If lot size allows, select trees to he 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. Specifications 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. M r in : 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 Narrow -Leaf Evergreen Greater than 6 inches dbh, single specimens 2 lbs. per inch dbh; broadcast Commercial 10-64 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 UMITS OF CLEARING AND GRADING PROPOSED GRADING MIN. S' WHERE DRIPUNE IS LESS THAN S. sM 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 he 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 2's-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. n U12: 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: Inert 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 I lh I1 TREE WOUND TRIM AND TAPER TREATING BARK WOUNDS I 2 l t Ii 3 I �I`4 I III)J{p`II I TREE COLL INCORRECT CORRECT CORRECT PRUNING DAMAGED BRANCHES Source: Public Facilities Manual, Vol. 111, 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. REVISIONS REV DATE COMMENT DRAWNBY ECREO BY GYNECKS 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 0- Knawwharsbelow. 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 ]HIOTEL, LLC PROPOSED HA-MPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOR HLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com In q r ' O NICHOLAS T GEORG S r Cert. No. 001653 7 01/03/20 �V OS,cq PE ARG�`� r SHEET TITLE: TREE PRESERVATION NOTES & DETAILS SHEET NUMBER I:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 tQ 6:50 AM LAST SAVED BY: CHEDGES REVISION 2 - 8/20/2020 REVISIONS REV # DATE 1 1 1 /7/ 1 9 BY: 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 NOTE: THE FINAL SITE PLAN CANNOT BE APPROVED UNLESS AND UNTIL ALL THE OUTDOOR LIGHTING INFORMATION REQUIRED BY Z.O. 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. 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 Calculation Summary Label Units Avg Max Min Avg/Min Max/Min PtSpcLr PCSpcTb PARKING Fc 2.79 4.r 0.5 5.58 9.20 10 10 Luminaire Schedule PiS11845 HAMPTON INN ALBEMARLE, VA PM: KEN PLEASE EMAIL US FOR PRICING AT KBRONSTAD@WLSLIGHTING.COM Symbol qty Label Lum. Lumens LLF Description Lum. Watts f 0+ 10 A 15919 1.000 WLS-MIM-LED-24L-SIL-FT-40-70CRI-IL 25' MOUNTING HEIGHT 187 ALBEMIAEt]L]E 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. Ev:l4),140V1, 4 V w 0 cc U r L J ❑U a �C7 f1/ X z 0 � L lJ � J Z U1 r LL C f0 a. E 0 Mc 3 rfl V C-8®1 Ir. L.L r W W LO IL m� W W V a w J Q U w 1 W Q WLS DIMENSIONS •11 . /v� U v t.t 13emm1 E'er 11ena1 2.!' i61mm1 0 31.r 17lSam� Sara raIYIMRi P1Yfa9tl rr4rk61 > r LP If6mal eoarYYa Tor Vim Type: MIM SERIES LED AREA SPECIFICATIONS Optical Ebe• System -- h -A ii h I' i r h h r •State oft a none leceM cone Ucs eet de leers Indus 1 o Ina control wit an'nte aced sleet to provide P op ead P P Y ng 9 9a IP66 rated sealedoptical chamber In 1 compargent. • Proprietary silicone refractor optics provide exceptional coverage and uniformity In IES Types 2.3. 5W. FT and FIX • Silicone optical material does not yellow or crack with age and provides a typical light transmittance of 93%. • Zero uptight. • Available in SOOOK, 4000K. 3000K, and 2700K color temperatures per ANSI C78.377. Also available In Phosphor Converted Amber, consult factory for availability. Minimum CRI of 70. Optional 80 CRI available, consult factory for lead time. • integral Louver (IL) option available for improved backlight control without sacrificing street side performance. Electrical • High-performance driver features over voltage. under -voltage, short-dnult and over temperature protection. • 0-1 OV dimming (10%- 100%) standard. • Standard Universal Voltage 1120277 Vac) Input S0/60 Hz or optional High Voltage (347A80 Vail. - L80 Calculated Life: , 1001, Hours • Total harmonic dislation: <20% • Operating temperature: 40•C to+50"C (401 to +I22"n. 42L lumen package rated to F40 C. Power factor. s.90 Input power stays constant over life. • Field replaceable surge protection device meets a minlmum Category C Low operation (per ANSIAEEE C62.41.21. • High -efficacy LEDs mounted to metal -cone circuit board to maximize beat dissi pation • Terminal block provided accepts up to 1 oga wire. • Components are fully encased In potting material for moisture resistance Driver compiles 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 t0 square of round poles • Luminatre is proudly manufactured in the U.S. of US. and imported puts. - IP65 rated lummaire protects Integral comppnerit5 from harsh environments. • 36rated for ANSI C 136.31 high vibration applications - Fixtures are finished with WLS's DuraGnpr' polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Other standard WLS finishes available. Contact your sales tepresentitive. • Shipping weight: 30 lbs in carton. Controls • Contact your sales mprewntihve for available wireless controls. Installation • A single fastener sautes the hinged door, underneath the housing and provides quick a easy access to the electrical com- partment for installinglservrcing. Included terminal Mock provides quick and easy on -site wiring, - Utikres WLS's traditional 3'ddll pattern for easy fastening of WLS products. woreanty • WLS LED Fixtures carry a 5-year warranty. Listings - Lined to UL 1598 and UL 87SO. • RoHS Compliant. • American Recovery and Reinvestment Act Funding Compliant. • IDA compliant; with 3000K color temperature selection. • Title N Compliant: we local ordinance for qualification information. • Suitable For wet Localiom. • IP66 rated Luminatre. IP66 rated optical chamber. • 3G rated for ANSI C136.31 high vibration applications IP66 ROHS ARRA M,Mxdeg,heU5A.ftheI COnPIAANT .5 and lmpontedparts Meets Buy Amencan requimmnts (or ARRA. WLSWLS LIGHTING dw .TX�6110 SYSTEMS $00.622.8711 www.wlslighting.com MIM SERIES LED AREA MIM SERIES LED AREA ORDERING,.APPROPRIATEO Refer to example below. FORMULATE OROERCODE. LIGHT LUMEN LIGHT SERIES SOURCE PACKAGE OUTPUT DISTRIBUTION ORIENTATION VOLTAGE DRIVER COLORTEMP A51M11 .�v..-'-' LED Sll -.,, .rtog.- M 1, --m n, 50 9L OOoim.. 3�Me3 idgh990 Dl to%) 40'AWCC 12L 12.000 --: Sw T Wltle R Opbas MMegrated HVHgh Vdta9e C CT 181. IB.000tinr FT Forward Throw (347.4WV) 27' Z70OCCT 24L 24.0001ms FTA Forward Throw Auto AMB" Phosphoreommened 30L 30.0001ms mauve Amber 36L 36AO0hns 42L 42000kns ORDER: WLS MIM LED SIL DIM COLOR RENDERING MMF CONTROLS ICNOOSI ONE) OPTIONS 70CRI 3o. (blank) None 6RZ to. (blanki 8OCRI eau. Stand -Alone Controh BLK wadi IL'lnteyial wvver HSs EXT 0.10, C mmmg thorn extemal.9isail GET Cnimine IMSOMI•'' imegral Malian Senior &lYlffi2AV MSV Metallm Saw, I11115011 Imegral Morgan Similar 12.2W 120277V wHT white IMSOM4" Integral Mergon Semar 70HO'11P3]N PLP Platinum Plus IMSOI HV' Integral Motion Sens. 6-12'347.480v SVG Sahn Verfde Green IMS02HW Inegral Marion Semw12-ZDM74W CC'Custom Cola, IM504HV'' bxegral Motion Sensor2 347­4917V CR7P' I Pin Control Receptacle ANSI C13641 aLltwn Type Photocells PC1120 Ills, PC1208.277 ova-27N PC1347 34N ORDER: Example: WLS-MIM4.ED-9L-SIL-3-L-UNV-DIM44D W-EXT-BRZ-IL 1 Not ava4a1oh,to TWev'dimobulion 6 Canval device mug beWdaed separately. 7 pin standard See Arcesury Ordenng 2 Consult Factory for evulabibty Inlomutrin 3 Only avadablem 9L and 12L Wmen packages 7 Not avulade in UNV 4 Not avai6bt. In HV 8 ConsWt fact., for programmable wattages aryl lumen packe ag 5 IMS is fieldad,ustable, ova a hand Mod Remote Cmifiguralor Tod. which must W 9 Consult uI s rmuganorge for custom colors oldemd g,leatM, See 0.ccesay Onlevin9lnlormauon Project Name: Project Name: Date: LIGHTING 1919 Windsor Place Wo X 76110 Date: Location. WLS SYSTEMS 800.622.8711 Location: - Notes: www.wlslighhng.com Notes: 01 REV.01n9 Spai6atwns sublect to change wRh.rt nonce DELIVERED LUMENS Lumrn na<knye Dmnbolmn CRI 2700K CCT 3000KCC 4 NCCT S0001t CCT Watt •9• Delivered Wmms EfficacyEfficacy BUG Rating Dare Large. Bfiary, BUG WRrg Delivered Wmem Efficacy BUG Rating DeliveredBW lumens Efficacy Pa1k1g 2 70 26sel 108 841,10G3 28900 117 "Lli 3NOS 125 U_UOG3 31551 126 94UOG3 11 70 16677 66 BI-U1SG2 I9132 73 In UO G2 19390 79 Or MG2 197% 1N 81•1.10G7 3 70 77675 117 B3+)oG4 30069 122 93 Voiva 32176 130 8)WG4 321150 133 113-UpG4 31L M 7015n B7 01-1.10G4 V901, d9 111-U044 23424 95 31- 64 2311111 97 B1AOG4 SW 70 Z6266 HM BS-UOG1 LSS7 116 RSUII ladle 124 BSA10G4 1117 126 BS-VOGk 247 IT 70 2751I I "1 83LO64 29912 121 In UO G4 31987 130 834WG4 1 32656 1 132 83 -WLS RIL 70 17430 7I a1LOG3 le"I A 01-0OG4 20266 82 BI UO.W 20690 M BLUo-G4 RA 70 V365 III B3-UOG3 29752 120 04UOG3 33816 129 Ba.WG3 32482 137 54-U0G3 -A It '., 193M a 82-UO G7 2105 a5 02.UOG2 22517 91 82-WI DOW 93 02-mcgr 2 70 37214 102 B4-UOG3 35025 Ill 84.UO43 374M its 84410-G3 M238 121 114U064 21L 70 M212 M Bf-1,1042 21975 69 11"043 23499 74 B2430 G3 2301 76 02-1.14G3 3 N 33M He B3.0004 36466 115 1111 G large 1a 33� 39812 126 53rU6(i5 31L 70 24421 7) 8141(SCA 26551 8• el-V044 M93 90 81430-G1 28987 92 B1•UOG5 %L 51N N 31832 101 115-1.1944 34W 109 BS-U0G4 37010 117 85-1.0044 37795 119 B5-UO1A 317 IT 70 33342 105 83-UOG5 36251 114 03-Uo4s W66 122 B4-UOG5 39577 125 94-U"5 IT IL ro 31115 67 81-UOG4 22968 73 91-UOG4 User 76 113L0414 25075 79 BI-VOW RA 70 33164 105 BA-U043 36%8 114 B4-U1z44 38559 122 B4 w 39366 124 M4 UOG3 RAIL 70 23192 74 B2-1,0662 25541 W B24J0G2 27313 06 824)0G2 27885 88 B2-USG2 2 70 3085 or 64u0G1 39999 103 95.0004 42768 110 95410W 43663 112 BS-UO-G4 2 0. 70 230" 11 BI-U") 25093 61 82 U0 0 26833 1 69 82-UoGl 27M 70 02-U043 - 70 30299 tl341OG5 4I640 la 9a VOGS M57o 114 48 VI45a60 117 64U045 31L 70 77M n BI-uoG4 30319 78 61'1,OG5 32427 83 III-VOG5 351M 65 BLDDGS 42L SW 7o mug 93 BS-U"4 39520 101 85,1,10.64 42251 IM es`uu.W 43145 In BS-UOG4 3% R 70 3M7, 5a B4-06G5 4139S 106 84Uo05 "2611 114 4B+IDG5 4SI92 116 B4 UOG5 FT It 70 Mill 62 BI-UpG4 26226 67 aLWG4 26045 72 91uoG4 U632 73 Bl•UO64 RA 70 1 37870 97 64-UG G4 41174 1% 84 Uo G< 44030 113 84-110•(a 44951 115 84-VOG4 RA It 70 I 26825 59 52-DOG2 29165 75 62 UoG2 31199 80 a 2UOGI ),"1 42 82 UOG2 112JIMICAL DATA CAMPS) LUMINAIRE EPA CHART-MIM SERIES Lemons Watts 120V 206V 240V 277V 347V 4WV i Single 0.6 7L 53 0.4A 03A 02 02 02 (LI D180' 1.1 9L 69 OSA 03 03 0.2 02 0.1 12L 94 OSA OS OA 0.3 03 02 D90' 0.9 18L 150 12A 0.7 OA OS 0.4 03 ■■ tT� T90 1.9 24L 187 1.64 0.9 OA 0.7 OS 0.1 30L 247 2.1A 12 ID 0.9 0.7 OS TNtZO' ry 1.9 36L 317 2AA IS 13 1.1 0.9 0.7 W% Q90' L III 2.1 42L 390 32A 1.9 1.6 1.4 1 1.1 0.8 Bectiial data A 25C f17/1 Actual wattage maydrier by+7.10% iotnFTz�a Place F«v 0WIS SYSTEMS am.622.8711 www.wlshghnng.com Project Name: Date: Location: Notes: - M REV. 01119 Specdreaoons wblect to change without natke 01 REV.01119 Specifications subrccl to change mtMoi nonce MIM SERIES LED AREA DELIVERED LUMM kingtNued an n41l pa94f lumen package pmnbutlnn CRI 27cgK CC i000K CCT ezooK CCT 5000KCCT Wanage DWWeved Lumen. Cthcacy BUG 1xm9 Del,wred Lum Oficacy BUG RrIm, Delivered Lum Emmr7 BUG Rating pelivemd Lumen; ❑chary BUG Farm, 2 70 6550 124 82-1.16G1 6711 177 04041 7208 117 91 UOG2 7S% 1" 07-110.0 I It 70 also 7I so UOGI 4161 79 BIG u0G1 4476 a5 8000GI 1717 a9 BoU001 1 70 6724 127 81.00152 6889 110 BIUO-W 74011 lop 81-1.10-W 7798 UB 61-LI043 3-1L 70 4929 93 fin 0 2 Soso as 0041062 S474 103 011 $716 IN 801042 71 SW /0 5/011 121 BIUCIGI 6557 124 834ui MS 133 B34I6G2 7422 141 83-LI Se R 70 6540 124 B1 UOG2 6701 127 8/410.61 7197 1 136 BI-UOG2 1 7SM IN 02-LIO-G2 R-0 Ion 4z31 60 80 Uri 43" 82 80WG7 "M M BO UDGZ 4906 43 80-VOG2 RA ]0 6636 126 BI UO-GI 67N I" 62 W Or "Or Ila 81 UOG1 76% to BI WLI FT11-R TO J[64 92 61-WGl 49" M III L"I 530 101 814"1 5641 107 01-IOG1 /0 934a 122 Bl-U042 We 125 al_U CO 93% t37 Bl-U0G2 9711`1 143 B-1.14 I -IL l0 Sias 76 8000G1 Sim 78 B04MG1 5835 as 80UOG1 W76 Bo BLLG 3 70 6571 125 Bl.lI0G2 MN in BT.UISQ 9646 141 B2-U0G2 10(44 147 li 3 11 ]0 6283 83 wU0G2 M54 94 B0U0G2 Ion 103 1XOUoG2 7363 107 B-UG R SW M a," 119 83-UOG2 8300 122 B34JO-GI 9781 1U a3-UO(2 9560 1411 BUG 69 IT 70 9337 122 10-1.1131 8563 125 111 918] 137 82-L"z 9769 141 B-U-G Ff-IL m 5393 M 000062 5540 at Bssi 6669 89 801.101 6120 92 B-U4 R0. 70 8459 123 82-UO-G2 8689 727 112-110-0 %20 139 B2-UOG2 W13 145 8-UG RAIL 70 12M 91 BI`IK I 6369 93 81 W-GI 078 till at U0G1 720 1M 9-UG 2 M 11157 119 92.0002 11461 122 B2.UO-G2 12536 134 B3-U1SG2 13075 139 MIU062 2-IL A 697% 74 61 UOG1 I1 i7 76 al'u(Swo II% a3 fll 0G7 8119 B6 51uo G2 3 70 114'N 122 82-UD42 1111 115 e7-116-G7 Ia90 131 82- 2 IUD 143 82-u062 3 L. 70 S396 89 N4)oG2 861d 92 90-MGI 9449 101 BOUO(2 0939 105 BOUOL7 121- SW 70 109U! 116 B40002 I t l Ml 119 "Low 1t169 13, 84 W GI 1 11775 136 84-V G2 W FT 70 11141 119 82 Los G2 II4 122 82 u0G2 12538 111 B2.U063 13055 139 B2 LIOG3 FT -A. ro 7207 77 WUOG2 7403 79 BXI Bllo 86 80 LIM, 8445 90 9000G] RA 70 1130,11 120 W.u0G2 11611 124 112-101 12T22 135 52.0002 11247 141 02-USGI FIA-0 to Blab a BLW-01 $511 91 1134JpGI 9325 % 91-0 1 9710 1M at-t"I 2 70 16714 112 B3-UsG3 17160 its B34 w 19809 126 93-1.043 195" 111 834IDr.1 I-i! 70 10379 H Or UoG2 low 71 BtU041 it") 76 at uoG2 12163 el Bt-VoW 3 70 17158 115 82-U043 17625 118 62-U063 19310 129 63.UD43 20107 134 934)"3 3 1i 70 125M N BLUOG3 12920 86 B1U0-0 4155 95 BI'WG3 14739 19 61 0003 18L SW 70 16331 IN 04u0G2 16776 it? B4WG2 t9379 12) 54 WG3 19139 128 65 WG3 15o IT 7a 16689 112 9LLlai 17143 its III 187A1 126 fl -USG4 19557 131 613-t1i R-d- 7d 10795 72 BI-UO42 11099 74 Bt42oG2 12149 al BI-0003 12651 BS BI-W43 RA 70 I6934 113 83 U0G3 1?395 116 03 W G3 19038 127 BS U043 19844 'AS B3 Lo G3 "A IL 70 12412 83 Bs.W-GI 1275o IS BLUR-G2 1390 93 81 UGG2 145M 97 81 LIO-G2 2 70 ]Mono 112 B3-WG3 23701 121 BNN-Gl 24276 130 111 O 31 241744 In B Ui 2 1: 70 IIlaO W 01'U042 IQ43 76 aLW-G2 15231 91 OIUOGZ 15550 83 BLW-G2 3 70 21T39 116 6 3 23636 116 8)4 U 7527S 135 NABSC4 7%01 138 83-UO La 3 It 70 1Sa28 85 B1-Boo3 17210 92 111 Ow HAS % BI-UI G4 187M 100 81-1.104/ 24L SW 70 20632 110 as uo-W 22432 120 85 WG3 119" Ile as LK 3 24490 131 85-1.10-0 a? R M 21611 116 B3-WG4 234% IM 83UOG4 25126 134 83-1.1044 25652 137 lf! 3U)G4 FIT IL 70 13692 73 11I_0003 11806 80 BIHIOG3 15919 a5 BI-00G3 IU52 47 e1'1.10G7 RA 70 214911 175 83 UlG3 23371 175 03 W G3 24992 14 B3 U0-Cl 25515 136 63 W G3 RA -IL 70 IS726 III 81-UOCi2 16655 B9 rn G7 IA03 95 014"2 IW73 97 82-0002 WII LIGHTING F�wo;�N76110 LS SYSTEMS 900.622-8717 www.whlighting.com Project Name: Date: Location: Notes: z W W W fit z I- W W Z W F L9 W Ur KWF W(niW W Z>c9-p1Yz F W W Z J>Z 2 U W fn0 W 52<mUr F fit � � Q ¢ z Q Z U,2WZFF C) Z < O rL < of0U)wz dJ (L� L) W H fit REVISIONS REV DATE COMMENT DRAWN BY CHECKm BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 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.: SPD-2 PROJECT: ]FINAL SITE PLAN DOCUMENTS FOR ]PT HOTEL, ]LLC PROPOSED HA_MPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER E N G IN E E RI 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 8/20/2020 SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: C-8®2 H:\i7\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 @ 6:50 AM LAST SAVED BY: CHEDGES Ol AW.0109 5peclOcorwns wblee to chart9e without;I REVISION 2 - 8/20/2020 is w �r S "N@lIFR Pi AKa!li 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, V DIA STEEL GALVANIZED STEEL POST, SET IN CONCRETE FOOTING. STEEL U-BOLT, TYP. 6" THICK CONCRETE DUMPSTER PAD W/ SPREAD FOOTINGS @ POST LOCATIONS. PROVIDE A4 BARS @ 12" O.C. TOP AND BOTTOM WITH 6' CRUSHED STONE BASE MATERIAL UNDER SLAB, IN ADDITION PROVIDE 74'x 2'-0' x 18" THICK SLAB I HAUNCHES AT POST LOCATIONS u ` S-6" DEEP 12" DIA SONOTUBE FOOTING UNDER PIPES SECTION DETAIL AT FENCE AND PAD SCALE N.T.S. CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLE W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE 4 TOP OF ASPHALT OR v CONCRETE SLAB 3000 P.S.I. CONCRETE I II II _— I III =1IJ III —I > r II I— q III III —I I H III I I f t., -III III I � 1=1 ;III=1 1=ll III —I '� 111111 - - L®TE• -II IIIIII=IIL—III I - 1. SEE SITE PLAN FOR LOCATION(S). D MIN. L v Y BOLLARD DETAIL L NOT TO SCALE TRASH ENCLOSURE DETAIL NOT TO SCALE 2016 ROAD & BRIDGE STANDARDS A L PERMISSIBLE CONSTRUCTION H5 DOWEL, B" LOW C 12" C-C JOPIi 4' - � I 1 ' wn *' i B 0B B. erg' fI TRUNCATE DOME TYPICAL DESIGN A `ENE DDEEETATILS OF 5 W.O•' Mn. 4'-0" Min. BACK OF CURB 121 MAX 48:1 MAX. 20 , 4- 2' WHA SECTION A -A 4' PERMISSITRUCBLTION E 41 CONS JOINT .' TYPE A •SECTION 6-8 WITH BUFFER STRIP NOTES FOR GENERAL NOTES ON THE DETECTABLE WARMNC SURFACE. SEE SHIEST 1 OF 5, THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDNG (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RN.P LENGTH 8 FEET FOR NEW CONSTRUCTION. A 4'SWME LANDING A A 4'SOMME LANDING y Y AREA OUTSIDE OF AREA OUTSIDE OF TRAVELWAY SMALL TRAVELWAY SHALL �Q BE PROVIDED WALL BE PROVIDED VOTM 3 VI 3 N THE MMXED CROSSWALK AREA THE MARKED CROSSWALN AREA N O y V C�OSSWW K CROS W K p o TYPICAL PLACEMENT TYPICIIAL n PLACEMENT 0� II uT AT INTERSECTION CROSSWALK o55wAL'k AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION VDO REF"2EWDE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.06 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 3,000 P.S.I ASPHALT OR CONCRETEAST DETERMINED BY TRAFFIC SURFACE, JJJJJJJ JJJJJJJJ JJJ.' IJJJ aD JJJ�JJJ JJJ. S IJJJ JJJ. JJJJ JJJJJJJJ JJJJ 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE) TRAFFIC RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE i 4" SEWER CLEANOUT CAP—f 7!! SAND CUSHION3000 P.S.I. CONC6" PVC ENCAENT PIPE TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE cc-11 NOTES WHEN A PEDESTRIAN ACCESS ROUTE A COME CROSSES A CWEPCIAL ENTRANCE THE CROSS SLOPE SHALL BE 21. FOR I A WIDTH OF 5 FEET. 3 AEI —STREET MPROACH SAME SURFACING I GENERAL NOTES (RADIUS TO BE AS oWo C AS MMNJNE ROADWAYNOTE 3) SHOWN M PLANS) N 1. WHEN USED IN COJVNCTION WITH STMJDMD CG-3 — — — — — — ((SEE (RADRIs TO BE a5 OR CG-7 THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS, BE A% TED TO MATCH THE MOUNTADLE CURB OG-2 OR CG-6 CONFIGURATION. ` �/ 2. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE B 0 SIDEWALK USED WITH THIS STNAARDEALK— SI IOPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTE➢ TO THE 4NATWE FtOW UNE� R/W LINE (EXCEPT MY SUBGRADE STABUZATION REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXX AN OMITTED IN THE ENTRANCE.) JONT i EXPANSION 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ SHALL NOT BE CONSTRUCTED BEYOND THE R/W ENE NOTES WIDTH "O 2'-0" OR AS eJ w MARINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION- A - PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MMLNE RO�Xll TRAFFIC. THE DEPTH FOR SIDEWALK 8 CURB RAMPS w'PAR,MiOLIt CURVE (ENT WITHIN THE UNITS OF TC RAW SHWLD BE THE U TS OF HIE RA EDGE OF PAVEMENT OR OPTIMAL fLOW LANE-� G ADE CHAlwE 0 INCREASED 6 PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW lYE LIE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAPLT@ ROADWAY — — — — — — — — — NOTE 7) THE ENTRANCE. 8%YA%. ® -- D ---- 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE LISTED IN THE -D"TABMeE. U IRE NOTAPPLICABLEENTRANCEORADEEEET CONNECTIONS. S MIN" M MINIMUM FOR COMMERC,AL ENTRACE INTERSECTION NOTES 8. WHEN CGg11S USED FOR STREET CO CTIONS, THE ® CONSTRUCT GRIDS CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH A 1470 POLICY AND THE MPLICAHLE REQUIREMENTS SECTION A - A KE VALUE�WUI�MEN05NG STOPPING SSIIGHTDISTOMCE AND 9. OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A +N 4� UTTER T PROVOE POSITIVE DRAINAGE GUTTER B ACROSS H ION. MRTIO TIME TI T'_lp ALLOWABLE ENTRANCE GRADE CHANGES CLASS Rf. CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE OESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 02 31 MEOIRA 500-1500 VPO S 3 x 61 Low I LESS THAN SOO VPO S 6 x 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPEGIEIOAERENCTIEM METHOD OF TREATMENT voor REF ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I SHEET 1 OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 12" RESERVED PARKING LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST z LLO 000) 4" DIA. SCH. 40 GALVANIZED STEEL PIPE 20 BOLLARD PAINTED OSHA YELLOW FILLED O X d o 1 1 WITH CONCRETE m x p Er 4 AINT CONCRETE BLACK AFTER r`O I CURING AT ASPHALT LOCATIONS J r'4000 PSI CONCRETE 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 )LLARD MOUNTED ADA PARKING SIGN DET °a a d ° 1:12 ° $ °" SLOP.a a TRUNCATED 1:12 SLOPE DOME PATTERN 1. ADA NOTE:ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. TRUNCATED DOME PATTERN EDGE OF CURB d " A. a e ° a, a 7 4 SLOPE. a° a SLQPJ= ° f ° . 1 L 1 MAX . .a ° 121 MAX-1 00000000 000000000 a ° Oo000000 000000000 ° .. a° 000000oO o00000000 00000000 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 -CONCRETE PAVEMENT SECTION 4" CONCRETE 6X6 WWM (10 GA.) 6" COMPACTED STONE BASE AVEMENT SURFACE TACK COAT SEE PAVEMENT DETAIL) (APPLIED AT A RATEIr OF 0.2 GALLONS/S.Y.) CONCRETE -TO -ASPHALT DETAIL .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 `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 r4.5"ASPHALT SURFACE COURSE (SAL 9.5A) ASPHALT BINDER COURSE (25.0) r 6" COMPACTED STONE BASE (21-A) 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. 'iTANDAIRD DITTY ASPHALT PAVFM1FNT SECTION 1 NOT TO SCALE I NOT TO SCALE PAVEMENT DIMENSIONS ON PLAN VIEW PAVEMENT DIMENSIONS ON PLAN REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB 2'0" 2' 0" V 6" 1" 6" *P 1-1/2"R "'')-.`-f. 1-1/2"R 6s -'•'�� [V J io r r SPILL CURB I& 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 1@ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. CONCRETE CURB & GUTTER DETAIL 0 Z Of W UJ UJ U) z F � W z W F z W 5; Z W W U) 5;W z}(DAD Of F W Q 2 W z J> z 0 W W 0 (n Q ¢ z Q 0zQa~O z 0 0 D W z dJ aaL U W H REVISIONS REV DATE COMMENT DRAWN BY CHEWD BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW • I Know what's below. C811 before you dig. ALWAYS CALL 811 It's fast. Its 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 ELAN DOCUMENTS FOR PT HOTEL, 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 10 )HN C. WRIGHT C. N0.046960 8/20/2020 r SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: 2016 ROAD & BRIDGE STANDARDS 71V172065\DRAWINGS\P1­AN SETS\FINAL SITE PLAMV172065-SDP-2.DWG PRINTED BY: CHEDGES 8.20.20 Q 6:50 AM LAST SAVED BY: CHEDGES NOT TO SCALE NOT TO SCALE REVISION 2 - 8/20/2020 2016 ROAD & BRIDGE STANDARDS I, 14. A. R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) 2016 ROAD & BRIDGE STANDARDS GALVANIZED STEEL STEP MMMUM OF 3" EMBEDMENT OVERHANG CAP UNIT 1 " EACH clot 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 TECI- BULLETIN #6 GRANULAR LEVELIN MIN. 6" UNDISTU JVIL FREESTANDING WALL DETAIL HARMONY UNITS -AT GRADE SCALE: 3/4"=1 ' THESE PRELIMINARY RETAINING ARE INTENDED AS RS ND IN DESIGNING V ERS/� LO K u wlm ATTRACTIVE, DURABLE TAILS ARE WALLS INTENDED VERSAAID I LINTS. FINAL I� VERSA-LOK HARMONY DETAILS ^ ,a DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED, AND ITS MANNER OF USE, IS THE SOLE Retaining Wall Systems RESPONSIBILITY BE THE USER. A FINAL PROJECT SPECIFIC DESIGN SHOULD BEr2/m,a PREPARED BY A QUALIFIED, LICENSED. PROFESSIONAL ENGINEER. (w6)no-4626 Im(e6t)n6-4666 8316 Hn36 6L1, OOMON,NN M126 Solid Solutions." FREESTANDING WALL DETAIL ST-1 ROSEDµ�ERASED IN AOROSON RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANIFACTUER'S DESIGN) MATERIAL IE55TIWT Z074 REINFORCING ROD CAL SECTION I ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 41/x" FROM INSIDE FARE OF BE loll C-C. .MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. I dLY ALIGNED AND UNFORMA-Y SPACED FORrTIIENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR i%VEN, STEPS OFFERING IN DMENSIONS. 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. AL 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 WITH ASTM 6221 ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMMOU% SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00499A `< ALUMINUM STEP SPECIFICATION 1vMT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 D8.09 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Is_1 LilliIM s�l 9 OF OUTLET PIPE TO INVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS rIAAA/// NOTES: SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH �\\ THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF // SLOPE TO BRAN TO INVERT OF STRUCTURE. OUTLET PIPE IS TO E FORMD MANHOLE OR DROP )NET IS TO BE FORMED AND CONSTRUCTED OAST N ACCORDANCE CORN NET SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON S TO CONSIST OF A e PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AS OR CLASS c%EXCEPT THAT 25x OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE BROKEN BRICK / . BROKEN CONCRETEOR WOKEN CONCRETEII(. CRETE Ii THE SUNFACE • I I . i('_ SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLNG. !DINE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET S TO BE SHAPED - -- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET GOIFNAIRATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES STADARDS STANDARD METHOD OF SHAPING CIFICATION s"REF ROAD ANDRIDGE MANHOLE & INLET INVERTS SHn 1 OF 1 REVISION DATE VIRGINAL DEPARTMENT OF TRANSPORTATION 302 100-08 S x D SEE NOTE 1 7. ,L__ I L L r =T 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(O'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" 18" 21" OR 24" 7" OR 30' 33" OR 36" A 0'-6" 0'-8" 01-9" 0'-11" T-0" 1'-0" 8 0'-11" 1.4. 1'-3" 1'-61, 1'-9" 2'-0" C 1�_4�� P_7" p_9.. 2'_2" 2'_6" T-9.1 ❑ 1._0.. 1'-3,. 1,_6,. 2_D" 2._6" 3._0., F 0'-6" 0'-8" 0'-8" 0'-9" 01-9" 0'-9" H 2'_3" 2',11" S-2" 3,_9„ 4.-3" V-9" L 4k_pk. 5._p.. 6'-p.. 6._p.. 1p._O.. t2,_p.. a 0'-1'/a' 0'-11'i• p._2�. 0'-2'/2" p•_3'/i' O'-3Y," b 0'-Y. 0'-1'/ - 0'-t'/z•' p'_2" 0•-z'/i. 01-3.. CUBIC YARDS OF CONCRETE CONC. PIPE 1 0.241 0.492 1 0.697 1 1.319 1 2.067 1 2.947 C.N. PIPE 1 0.257 0.521 1 0.739 1 1.398 1 2.198 1 3,145 EW-1,1A 11 I G 6. BEVEL EDGE IS REQUIRED 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"x14" 30"KI9" 34"x22" 38"x24" 42"x27" 45"1,29" 49"02" 53"x34" A 0'-01, 0'-9" 0'-10" 0'-111, 0'-11, 1'-0" 1'-0" 1'-0" 13 Y-2" 1'-5" I'-6" TFV. 1'-9" 1'-10" 1'-11" 1'-11" C 1'-B" T-11' 2`1" 2._4" 2'_5" T-T- T-S" 2-_9„ 0 T-2" /'-7" 1'-10" T-0" 2'-31, 2'-5" T-B" T-10" F 0'-6.. 0._6.k 0._9. pl_9.. O._9.. 0._91, 01.9.. 0._9.. H T-loll 3'_3�� 3�_7.l 3�_9�. 4._0" 4'_2" 4'-5" 4'_7" L 5'-5" T-2" B'-6" 9'-2" 10'-2' 10'-11" IT -I" IT-11' S 1•_lT' 2._6,. T-10" 3._2'� T-6" 3'-9" 4-_l" P-5" 0 0'-2%z" 0'-31/a. p._31/," 0._4" D'-4'/," 0.-4ii. 0._5" 0'-5'/," 0'-21A-' O'-2Y," 0._3" 0'-3'/2" 0'-3Y4" U-4" 0'-4'/2" CUBIC YARDS OF CONCRETE DONL.PIPE 1 0.502 1 0.855 1.236 1 1.500 1 1,811 2.101 2.512 1 2.801 REFERENCE A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `V I x l STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS w6 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF I 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 101.01 2016 RCAF) R. RRIf7GF STANDARDS 2016 ROAD & BRIDGE STANDARDS G-11 NOTE'A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE CROSSES I. THE CROSS SLOPE SHALL BE 2% FOR SLOPE Y I A WIDTH OF 5 FEET. 3 A� GENERAL NOTES --STREET APPROACH SAME SURFACING I (RADIUS TO BE AS a G AS MANLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) V) 1. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 (RADIUS TO BE AS OR CCI THE CURB FACE ON THIS STANDARD IS TO �I SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SE NOTE 1) --- J 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE --- 6 e i r' SIDEWALK USED WITH THIS STANDARD. (SIDEWALK SEE W NOTE 5) OPTIONAL UNPAVED SPACE 3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE N LINE RLINE (EXCEPT ANY SUBGRADE STABILIZATION ------��.-�----FLOW -3 REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION y�-I EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT " 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" T-0" OR AS cal MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL 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'PARABOUC 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 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 "0' ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5'MIN. 20'MINIMUM FOR eoMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE M 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 4" " PORTION PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE B MITI ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES . a, iO CLASS A3` .e. •°' (H.E.SJ �•,p - - CONCRETE ` SECTION C-C ENTRANCE VOLUME GRADE CHANCE "O" DESIRABLE MAXIMUM HIGH MORE THA! 1500 VPD 0 % 3 % MEDIUM 500-7500 VPD <3 % 6 % OW ESS THAN 500 VPD <6% 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS `V DOT SPECIFICATION REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 DF I VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 GENERAL PS-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 015ANNC SOL. 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. X - 12" WHERE E IS LESS THAN 36". X - Tall WHERE d IS 36" NO GREATER. 4. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER IWOR LESS. 5. REGULAR BACKFLL 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 SACKFLL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (0I-13) OUTLET PIPESINSTALLATIONS. ELLIPTICAL PIPE 1. S1 - OUTSIDE SPAT DROSION OF PPE. 2. S2 - INSIDE SPAR DIMENSION OF PPE. 3. R - OUTSIDE RISE DIMENSION OF PPE. 4. X - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF TIE PIPE. X - 12" WHERE S2 S LESS THAN 36". X - 18" WHERE 5qq IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENONEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UDDER ROUTINE ENTRANCE PPE WHERE S2 S 35" OR LESS AND HEIGHT OF COVER IV 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 32 IS 38" OR LESS AMID HEIGHT OF COVER IW OR LESS, PIPE ARCH 1. S - SPAN DIMENSION OF PPE. I R - RISE DIMENSION OF PPE. & B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS ISACKFLL MATERIAL BEYOND THE EXTREMITY OF TIE PIPE. x - II WHERE S2 S AN LESS THAN 36". X . Toll WHERE S2 S 36" AND GREATER 5. WHORE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 S 35" OR LESS NO HEIGHT OF COVER IV OR LESS. S. REGULAR BACKFILL MATERIAL MAY BE USED IN LEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S S 35" OR LESS AD HEIGHT OF COVER 151OR LEM. TO"] S`^�A^ �VD� INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAD ND BUDGE STANDARDS GENERAL NOTES REVISION DATE SHEET 1 OF 1 302FERE 303 VAGINA DEPARTMENT OF TRANSPORTATION 107.CO WP-2 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED 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'/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED. BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. S. 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. XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE sHEEr 1 of 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS NOTES) 1. 2 3 4 5 R 0 CG-e THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB MI GUTTER. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 1,, T D D D D D Dt. O O O O O D D D D s A _ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERE"GE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO TIE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ROAD AND BRIDGE STAND REVISION DATE SHEET 1 OF 1 201.03 WZ pg LU W =s W Z W � aI- D� W �s Z p (J� W D�U�U_� (�ZW WL>W 8¢ I� Z 5;--U~ W LU U)m F-I HW Q2DWZ 1- � >W <0 -j - �o-_ Ill-4coQ Q Z Q £w� OT�hh 0c<aQ�0� V 0 J (.9 a U) d gao m Z O 0 Z) W Z = �1 z a WZ�aa 6 0-a < w W U L H 3§ U) o6 REVISIOPNTS REV DATE COMMENT DRAWN av GHECREO BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW • 1 KDOWIMINatlsbelow. 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: DISH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D. SPD-2 r PROJECT: FINAL SITE PLAN DOCUMENTS FOR ]PT HOTEL, 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@BohlerEng.com )HN C. WRIGHT Lic. No.046960 8/20/2020 r SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-9®2 REVISION 2 - 8/20/2020 2016 ROAD & BRIDGE STANDARDS :\171V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAMV172065-SDP-2.113WG PRINTED BY: CHEDGES 8.20.20 Q 6:50 AM LAST SAVED BY: CHEDGES 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS W-2 FOR DETAILS OF AL COMPONENT PARTS PND GENERAL NDTES- PRECAST• SEE SIEETS 1D3.01-II3.R SPACER MT TAKER aR o „ TOP, UNT I_ „ _ --r-- - - - - - Ht 31 I'111" ¢ N9ER DNT O LL ES J PoSER U!T RISER PUNT — — — — u �I M REDUCER LW —7� I-- BAN " 4­1 BASE IUNT BASEI LMT t_ 7 It I, I 7 1 i 4- FOOTNG FOOTING WREFFE XVDC3T ENCE PRECAST MANHOLE ROAD Am BRICCE STMDMDS 105 302 VIRGINIA OEPMILEM OF TflNSPORTATION REVISIDN DATE SHEET 1 aF 1 1M.07 W-1A 9tG I IVN A -A BB L 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS q WOE01 q RNG APPROXMATE WEIGHT CAST AUN FRAME 94 ± 0 M. TOP COVER 137 2 7 LDS. B A SECTION B-B BOTTOM ROM A ` SSTMCMDS STANDARD MANHOLE FRAME AND COVER D0TB°FICATION "`FE"ENDE 9NEET 1 OF 1 REMDRON DATE MCI" DEAARTIETR OF TRANSPORTATION 224 302 10e.on 2016 ROAD & BRIDGE STANDARDS (4) 1" (25mm) DIA HOLES 27 1/2" DIA ON 32 3 4" (Fl34mm) DN BOLT Cl LE. [699mm] 26 1/4• DA [667mm] T� 24" DIA [606mm] 1 1/2" [38mm] 7" r [178mm] GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL al-a"MIN8 INITIAL BACKFIL U MIN MIN. O \ 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 "a'MIN INITIAL BACIKFIL. UNSTABLE SOIL MIN MIN _ MIN MIN _ O O #68 ST :711E - =-GRANULAR FILL AS -- _= APPROVED BY ACSA - ST L O�N ABLE SOIL OR ROCK 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.. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 28 7/16" DIA I 5 [722mm] [16Mm] 0 0 m 36" DIA 26" [914mm] [660nn 1 1/2- 13/16" [38mm] FRAME SECTION [20mm] 2" (5TTERS 1mm) U (RECESSED FLUSH) 1" ' '25mm] ,,` 7[L[719m�m�] 3/ SPN p�r 02213/1[13mm]2 1/8" 3 13/1][579mm] [97mm] 154mm 1 3/8" • 25" 0 11/16" [35mm] 9/16" O.D. OFBGKT GROOVE [17mm] [14mm] SECTION VIEW CAM BOLT 1/4" (6mm) DIA SEE ASSEMBLYell zzzzi KET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 1800" RUBBER PART# 00981045 S R (2) CORED 1 5/8" (2) BLT HEX 5/1 11X3 1/2 SS SEW PICKBARS [5mm 2400" [41mm PART/ 00981250 [6mm 1/2" .63 DNA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS PLAN VIEW 1 1/8 (2Bmm) DIA BOSS 113mm PART/ 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NUT HX 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 HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART/ 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. (2) IW5R LOCK 1 TYPICAL WATERTIGHT (SHORT)PART/ PART/ 00 HO3585 MANHOLE FRAME & COVER LACK LUG ASSEMBLY N.T.S FIG S-I-E TD-26 TD-2 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA— 1' - 0" MAX 2' D"1 RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0'' RING SEALS a 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 CHANNEL TO BE�FILLETS 3/4 DIAMETER O CONTRIBUTING SEWER, 4 `• .8 1Z A FILLETED INVERT FOR A SMOOT 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 FOTTE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NOIN-EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN m E E n" N E O �E O p M �2 NE TWO m wwm E �a 5 90 Eww ° �a E U_ EwIT Na Of 410 EU wE0� -tea FErO "DE° N n NtOQcoyAloO LL1 < E\z°CECMNE E �m� \E �E Zpo � E In v°D1 fu O F I z 5 < <- O aE of �m �� of mN of w mu YOLU f� N Q O OLt 4 u TYPICAL MANHOLE FRAME & COVER INI FIG S-I-D 11 TF.S FIG. S-I-A TD-21 ° N 12" y 2 i 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4'' V MIN BRANCH Z" FLEXIBLE CONNECTION) l NOTE: WITH STAINLESS STEEL -- ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I~L, 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 14IMIN INITIAL BACKFIL 41MN UNSTABLE s" e" e' a• SOIL -MIN MIN _ MIN MIN #68STONE _O GRANULAR FILL AS LLD), (. ==APPROVED BY ACSA L IL 0z STAB LESOIL OR ROC13 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 TD-2 �' MIN f V 5' �( e' IN (22.5' FOR COMPVJND METER) I_ _I , a (22.S' PoR COMFg1ND IMR) �V RI LMNGNIf1 LOCNING A55[M9LV BYP455 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 WAIL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL RF 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (211 METER) NTS FIG. W-7C NTS FIG. S -I -B TD-23 WATER PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUB - TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE A7�__ �� LINE 2500 P.S.I. CONCRETE _ _8 a 2'x 2' BEARINGAREA. THRUST BLGC 4 a a c a a a c NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GR TYPICAL GATE VALVE NTS FIG- W-5 TD-a REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MI. LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* B"MIN (6" LIFTS) NOTE I,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 0 Z LU W W W U) Z E_ W w z LEF�wj DO(DgU —UW 0 Z W W O j W zY0D~LE xW p W Q 2 W Z J > Z U LU U) O U) 5 z> Q Da Z Q � a. Z110) QQa—O Q J W 0 c0 W Z a¢ d� U w F- REVISII'ONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 1 Knowwhat's belOW. C811 before you dig. ALWAYS CALL 811 It's fast. Its 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 HOTEL, ]L]LC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLRER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com � ull ©W V JOHN C. WRIGHT .0 Lic. No.046960 8/20/2020 r SHEET TITLE: WATER AND SEWER UTILITY Y DETAILS SHEET NUMBER REVISION 2 - 8/20/2020 HA171V172065\DRAWINGS\PLAN SETS\FINAL SITE PLANW172065-SDP-2.0WG PRINTED BY: CHEDGES 8.20.20 Q 6:50 AM LAST SAVED BY: CHEDGES TD-25 TO-13 TD-28