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SDP202000004 Plan - Approved Final Site Plan and Comps. 2022-05-18
CONTACT 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 4/26/18 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 VSMP/WP02019-00047 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 ARCHITECTURAL PLAN: HAMPTON INN STATE FARM BLVD. ALBEMARLE, VA PREPARED BY MICHEAL SWEENEY ARCHITECT 2000 WARE BOTTOM SPRING ROAD CHESTER, VIRGINIA23836 DATED: 10/22/2018 PHOTOMETRIC PLAN: HAMPTON INN ALBEMARLE, VA PREPARED BY WLS LIGHTING 1919 WINDSOR PLACE FORT WORTH, TEXAS 76110 DATED: 7/29/2019 REVISED: 11/07/2019 GOVERNING AGENCIES ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT CONTACT: TIM PADALINO, AICP - SENIOR PLANNER 401 MCINTIRE ROAD, NORTH WING CHARLOTTESVILLE, VIRGINIA22904-4596 (434) 296-5832 EXT. 3088 (P) VIRGINIA DEPARTMENT OF TRANSPORTATION CONTACT: ADAM MOORE, P.E. -ASSISTANT RESIDENT ENGINEER - LAND USE 701 VOOT WAY CHARLOTTESVILLE, VIRGINIA (434) 422-9782 (P) t. 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, VA22903 CONTACT: PHILIP PERRY PHONE: (434) 951 - 3812 E-MAIL: PHILIP PERRY@COMCAST.COM rINAL SITE PLAN LOCATION OF SITE 1628 STATE FARM BOULEVARD TAX MAP 07800-00-00-065001 07800-00-00-06400 W RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA S LOCATION MAP COPYRIGHT 2018 MICROSOFT CORPORATION SCALE: V = 2,000' OWNER/DEVELOPER PT HOTEL, LLC 2000 WARE BOTTOM SPRING ROAD CHESTER, VA 23836 NEIL AMIN EMAIL: NEIL@SHAMINHOTELS.COM PREPARED BY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.00m CONTACT: JOHN C. WRIGHT, P.E. ISSUED FOR CONSTRUCTION �()" 4/29/22 SIGNATURE DATE Mane S. CIauS �k .x E : °. � 4/16/22 SIGNATURE DATE SIGNATURE DATE THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT (3) SIGNATURES PROJECT# V172065 REVISION DATE: 4/11/22 SHEETINDEX 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 Z PLANNER/ZONING ENGINEER 3 l Z r l Zp Z INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE �`I7'?,OZ L ALBEMARLE COUNTY SERVICE AUTHORITY p r / ( ZOZZ VIRGINIA DEPARTMENT OF TRANSPORTATION 9t 17 1,CiL0 HEALTH DEPARTMENT APPROVED by theArtlemarle Count) �rf r,urity Dev,, opment Depaltment Date; 5-�..! � _ Zo 2?-__ h �, I� 13 - -P Zn 60004- N a P n s- o o U 44 LU s LU z 1— LU w (D Z�ZU, �W fr WU' 2U�UUj � 8 (O Z LU > W w z}(DI_ofl�cn m �t F—w Q= W Z >Z0LUU)0 W Q m U E— Z��QQZQ �� Q Z�F—Nw °p aQ o a�= DUI -tea© 1 _j Q�0D�WZ �0 o_Q di J ~ UJ 1-- U) N o� F t F 3 o g`. z Z: REVISIONS REV DATE COMMENT DRAWN BY GNEGKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIORAGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-6 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BO'_nLETY 1 \\� E N G 1 V E E R .I N- G d?J t$LAGr\VVtLL I AKK LANt, 5U1 I t LU1 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com V 70HN C. WRIG)TP .p Lic. No. 0469 ` O 5/9/2022N SHEET TITLE: COVER SHEET SHEET NUMBER: C-1 01 REVISION 8 - 5/9/2022 C:\PROGRAMDATA\BOHLER1C3D2020\TEMP\ACPUBLISH_8140\V172065-SDP-5.DWG PRINTED BY: CHEDGES 6.14.22 @ 3:26 PM LAST SAVED BY: CHEDGES Fy 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 CONDITI S DI FER F O ON F R M 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 EN R THAT LL S B SU E A U CONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE RE UIREMENTS THESE S D Q NOTE AN THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED I A L T E OT E DR IN N L H H R AW GS THAT COMPRISE THE PLAN SET OF DRAWING . ADDIT NA D S 10 L NOTES AN SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDU AL PLANS. THESE GENERAL N TES APPLY TOT E O HIS NTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RE PON IBIL Y T S S IT O REVIEW ALL CONSTRUCTI NTRA T D ON CO C OCUMENTS 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 T CONTRA T R' HE C O S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRU TI N T E C O H 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 THO Y ROUGHL REVIEWED THE CONDITIONS OF APPROVAL TO ALL PL N D D A S AN OTHER OCUMENTS REVIEWED AND APPROVED BY THE PER A T MITTING U HORITIES AND HAS ALSO CONFIRMED THAT ALL NECES AR D ED S Y AN REQUIR PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE E COPI S OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST URE THAT ALL ENS WORK IS PERFORMED IN ACCORDANCE WITH THESE PLAN S, 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 COMMEN T CEMEN OF CONSTRUCTION THE CONTRACTOR MUST CO RDINATE THE D Y B O BUIL ING LA OUT Y CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED T E I AL ELE O M CHAN C CTRICAL PLUMBING AND FIRE SUPPRESSION PLA S W E E P L LE N H R A P ICAB .THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNE A R RCHITECT AND ENGINEE F D R O RECOR , 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 ARCHITECTURAUBUILDING 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 (6) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER ENGINEERING SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER ENGINEERING, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER ENGINEERING HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER ENGINEERING SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER ENGINEERING INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF: BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER ENGINEERING PARTIES"), RELIEVES R LL O WI RELIEVE T E ONTR H C ACTOR OF AND FR I OM TS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER ENGINEERING AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER ENGINEERING'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER ENGINEERING'S ATTENTION. BOHLER ENGINEERING IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLANS) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPI TED ON THE PLANS AND RELATED DOCUMENTS OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND C BOHLER ENGINEERING PARTIES HARMLES F R ALL INJURIES DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR S O B ER ENGINEERING IN R A A RE LT F AID FAIL RE FAILURE T PRE ERVE. OHL CU S SU O S U OR O S 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH D NF R T BLE D L T T ND LOCAL RULES AND RE LATI NS LAW RDI ANCE AND C D AND AN CO O M O APPLICA FE ERA , S A E A GU O S, O N S, O ES, ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER ENGINEERING PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31, THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. SITE LAYOUT NOTES (Rev.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.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. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). . 8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev.1/2019) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (8) 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 PR CISION IN CONSTRUCTION OF ACCESSIBLE ADA COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES PUBLIC TRANSPORTATION PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCEIEXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. LIGHTING NOTES B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 112-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 114-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DEMOLITION NOTES (Rev. 1/2019) SOIL EROSION & SEDIMENT 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. O A A IVITIE INS H A MANNER AS TO ENSURE MINIMUM 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REM V LS CT S UC INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST CE TED AFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL PROVIDE TRAFFIC CONTROL AND GENERALLY AC P S HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4. E D TI N AND/ R M VALS PLAN I INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY TH EMOLI O ( O RE O ) S 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, I H T RK. ALL MEANS METHODS SE UENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPL S HE WO Q , TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, E T T E NTRA T R MUST COMPLY WITH ALL OSHA AND OTHER FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREM N S. H CO C O P VIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. SAFETY PRECAUTIONS NECESSARY TO RO 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 T T T R' O E ST MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO CON RACTOR, AT HE CONTRAC O S S L CO 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 CONTRACT R MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER COMPLYING WITH ALL OSHA O R T BLI A D NTR CTOR SAFETY AND SAFETY T ALL PROPERTY ON THE SITE OR ADJACENT OR EQUIREMENTS, O ENSURE PU C N CO A O NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE 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 ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 19, THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, D L A E IREME T PRIOR TO CONTINUING CONSTRUCTION IN THE IN ACC RDANCE WITH FEDERAL STATE COUNTY AN OC L R U N S O Q AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. (Rev. 1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3. THIS LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES. 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK ALL OF THE ABOVE OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNER'S. 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 8. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES) 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 B I D ACKNOWLEDGE FAMILIARITY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST E FAMIL AR WITH AN WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. VA DEL E BAN EROSION AND SEDIMENT 2. EROSION CONTROL MEASURES MUST CONFORM TO THE GUI IN S FOR UR N E E E R Y AND PECIFICALLY IN WRITING DIRECTS OTHERWISE. CONTROL UNLESS OTHERWISE NOTED, OR U L SS NGINEER CL A L S INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. r DI T RBED LAND AREA F THI ITE IS APPROXIMATELY2.5� ACRES. 3. THE S U O S S 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCES) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE F DISTURBANCE WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. ROM E D VICES MUST BE N ACCORDANCE WITH ALL OF THE MANUFACTURER'S 5. INSTALLATION OF ROSION CONTROL E I RECOMMENDATIONS. E NTRA TOR MUST REMOVE ANY SILT 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES W EKLY. THE CO C B D EXCAVATE AND REMOVE DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK ARRIERS AN ANY SILT FROM DROP INLET PROTECTION. D A D ALL DI TURBED AREAS THAT WILL NOT BE BROUGHT TO 7. THE CONTRACTOR MUST APPLY TEMPORARY SEE N MULCH TO S 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, IN LUDIN THE INCIDENTAL DISCHA GE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. C G R ER CONTROL MEASURES ON THE SITE 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL OSION UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES (Rev.1/2019) 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. 0 ~ G z W 0 a� 06 U Z y H w �s w w U) H Z F- � W D Z Z�Z W U ,m W(92iU-UE P- -9ZLuWU) jW �� Z�-(7F=00� o J>ZUWWZ H1. O J - � w � Q ?B- I �D�QQz< »w Uzz<¢Q-O _-�m 0 (D - `%Q g ,� Z 000 W Z �o J �Z(na g 4M f- U . W 8.1 F_ `� i wo F. 0 PJ. s_ I F00 a ,` I REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW cTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A UCTIO MENT NLESS INDICATED OTHERWISE. CONSTR N DOCU U ® - 'l::. � Know whaYs below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-6 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA L .r ��\\�\\ E 1®7 G I �! E E It .I G 28 BLACKWELL PARK LANE, SUIIt ZU9 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH pF . 1 . ,0 v JOHN C. WRIGHT y .Q Lic. No.046960 4• 1 A �1 ` 0 5/9/2022 �� ` Fs c,�. S/ONAL E�, SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 REVISION 8 - 5/9/2022 ....,...,.,...,.....,.....,.......>,................,........,.,.,,.,,.......,..,.....................................................r......................o....���............��.......��.�........�.....�....�.�..�.�.. �.��..��....a�.��������aa��a����a�a�a���aa�a����aa���a���������������o�� �����a��������a�����������������������e STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET STANDARD ABBREVIATIONS LIMIT OF WORK FOR ENTIRE PLAN SET LIMIT OF DISTURBANCE AC ACRES ADA AMERICANS WITH EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE DISABILITY ACT ONSITE PROPERTY ARCH ARCHITECTURAL _ LINE / R.O.W. LINE r BC BOTTOM OF CURB NEIGHBORING .. - - PROPERTY LINE / BF BASEMENT FLOOR INTERIOR PARCEL LINE BK BLOCK - EASEMENT BL ............. .._.._...........__._..... BASELINE LINE _ .. BLDG BUILDING - - - - - - - - - - SETBACK - - ......... ....... .......... LINE BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE CONCRETE CURB & SPILL TRANSITION �us� TTTT1 C 0 N N CONNECTION GUTTER CONC CONCRETE DEPRESSED AND GUTTER _CURB CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE �� ......... WITH LIGHT DEC DECORATIVE DEP DEPRESSED POLE LIGHT DIP DUCTILE IRON PIPE TRAFFIC ° DO DOMESTIC LIGHT ELEC ELECTRIC O UTILITY O ............... ........................ ELEV ............. ...... ._..._-__........... ............. ELEVATION POLE TYPICAL -� EP EDGE OF PAVEMENT LIGHT ES EDGE OF SHOULDER ACORN EW END WALL _... _.. LIGHT EX EXISTING -v••••-•- TYPICAL �_ FES FLARED END SECTION SIGN FF FINISHED FLOOR X PARKING X FH .... FIRE HYDRANT COUNTS FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) -llO- - - CONTOUR 190 ........ ------------- 169------------ LINE 187 GH GRADE HIGHER SIDE OF WALL ...... TC 5164 SPOT . C5160 C 516.0 GL GRADE LOWER SIDE OF WALL _...__. OR 516.4 ELEVATIONS BU 515.5 GRT GRATE GV GATE VALVE HDPE HIGH DENSITY mrf, SANITARY SAN - POLYETHYLENE PIPE ............. ................._-_..._........_..._..... LABEL # HP HIGH POINT k STORM X NOR HORIZONTAL ( LABEL # ---- -- ........ HW HEADWALL SL SANITARY SEWER SL _. ......... INT INTERSECTION LATERAL INV INVERT W UNDERGROUND W _. WATER LINE LF LINEAR FOOT E UNDERGROUND LOC LIMITS OF CLEARING ELECTRIC LINE E _._........_. LOD _......_.. LIMITS OF DISTURBANCE 6 UNDERGROUND 0 LOS LINE OF SIGHT GAS LINE ......... _ ....... _-_... ......... ............... LP LOW POINT ON OVERHEAD n OH L/S __ _..__ __ LANDSCAPE WIRE MAX MAXIMUM T UNDERGROUND T TELEPHONE LINE MIN MINIMUM C UNDERGROUND 0 MH _._.. ...... MANHOLE .......... CABLE LINE MJ MECHANICAL JOINT - - - - - - - - - - STORM OC ON CENTER _ - - - -. _. - - - _ SEWER ........................... PA POINT OF ANALYSIS S SANITARY S __... _ SEWER MAIN PC POINT CURVATURE POINT OF COMPOUND HYDRANT 1cr PCCR CURVATURE, CURB RETURN _. __... PI __. _ ........... ..... POINT OF INTERSECTION iCl SANITARY MANHOLE POG POINT OF GRADE ......---._.- ._........ . STORM /O�i PROP PROPOSED MANHOLE PT POINT OF TANGENCY 4 WATER 0 ..._ ....._..__. ...... _ ...._... POINT OF TANGENCY, METER PTCR CURB RETURN ENV WATER PVC POLYVINYL CHLORIDE PIPE VALVE POINT OF VERTICAL PVI INTERSECTION GAS ......... -- ....... __ VALVE PVT POINT OF VERTICAL TANGENCY ® GAS ® R RADIUS METER __....................... _.. ... RCP REINFORCED CONCRETE PIPE � TYPICAL END � RET WALL RETAINING WALL 0 SECTION j R/W RIGHT OF WAY xD HEADWALL OR _... . 1 ENDWALL �OR� S SLOPE w v �� 0E9 GRATE O SAN SANITARY SEWER ......... INLET SF SQUARE FEET CURB p�' STA STATION INLET ----- ._. ........ ..........._. STM STORM r O CLEAN 0 S/W SIDEWALK OUT__..__ _ ............. TBR TO BE REMOVED E ELECTRIC E ........... TMANHOLE TBRL TO BE RELOCATED c (} TELEPHONE T O TC TOP OF CURB MANHOLE TELE TELEPHONE T�I ,9 ELECTRIC � TPF TREE PROTECTION FENCE - BOX .._ _... TW TOP OF WALL a fP ELECTRIC EP TYP TYPICAL c� PEDESTAL Q_ UG UNDERGROUND F" UP UTILITY POLE o.... n MONITORING W .. ............ WIDE v WELL W/L - ._. WATER LINE ii�TEST W/M WATER METER m PIT # PLUS OR MINUS BENCHMARK ® ° DEGREE ........ ............ _...... ......... . BORING 0 DIAMETER % # NUMBER C:\PROGRAMDATA\BOHLER\C3D2020\TEMP\ACPUBLISH-8140\V172065-SDP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:26 PM LAST SAVED BY: CHEDGES ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). VDOT GENERAL NOTES REVISED: 8/2017 1. VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN): • ACCESS MANAGEMENT - DATE OF APPROVAL: N/A • SSAR- DATE OF APPROVAL: N/A • DESIGN WAIVER - DATE OF APPROVAL: N/A • OTHER - N/A DATE OF APPROVAL: 2. SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK ✓ WHERE APPLICABLE OR WRITE N/A): • CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT ROAD OR TO A STUB OUT) ✓ • STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE) N/A 3. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS,THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 4. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 5. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 6. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 7. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY. 8. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS 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 COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 17. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 18. DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MUTCD. PROPOSED EASEMENT LEGEND SI I SIGHT DISTANCE I - STORM DRAIN - SWM FACILITY SANITARY SEWER ,D WATER D� PUBLIC ACCESS DI COMMON SHARED IE I INGRESS -EGRESS PU PUBLIC UTILITY VA VARIABLE WIDTHS 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. ZONING AND SITE TABULATIONS PARCEL NUMBERS: ZONING AND OVERLAY DISTRICTS: ASSOCIATED PLANS: MAGISTERIAL DISTRICT: PROPOSED USE: SITE AREA: BUILDING YARD SETBACKS: RESIDENTIAL FRONT SIDE(WEST) SIDE (EAST) REAR BOUNDARY) PARKING CALCULATION PARKING SUMMARY: ADA PARKING: SPECIAL LOT (PARK) AREA: HOTEL USE: IMPERVIOUS AREA: TOTAL LOT AREA: HEIGHT OF ALL STRUCTURES: STEPBACKS: APPLICATION PLAN NOTES: 07800-00-00-06500 07800-00-00-06400 PROPOSED DEVELOPMENT - MIXED COMMERCIAL (PD-MC) THIS SITE DOES NOT LIE IN AN OVERLAY DISTRICT ZMA201800005 - APPROVED 6/19/19 RIVANNA DISTRICT HOTEL 4.41 ACRES PERMITTED PROPOSED 10' (MIN) 30' (MAX) 30.00' (PORTE COCHERE) 50' (MIN) 83.75' 50' (MIN) 115.11' 50' (MIN) 80.17' (TO FUTURE PARK LINE) 301.35' (TO CURRENT PROPERTY 1 SPACE/ 1 ROOM. 109 ROOMS = 109 SPACES REQUIRED PROVIDED 109 SPACES 118 SPACES 5 SPACES 5 SPACES REQUIRED PROVIDED N/A 2.00 ACRES* (45.5% N/A 2.41 ACRES (54.5%) N/A 1.70 ACRES (38.5%) N/A 4.41 ACRES "TO BE DEDICATED TO COUNTY AT FUTURE DATE MAXIMUM PROVIDED 65' MAX (6 STORIES) 65' MAX FOR EACH STORY ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. THE PROPOSED HOTEL WILL COMPLY WITH THE APPLICABLE MINIMUM FRONT SETBACK REQUIREMENTS AND WITH THE APPLICABLE TERMS AND DETAILS OF ZMA201800005, 1. THE PROPOSED HOTEL WILL BE IN GENERAL ACCORD WITH THE BUILDING ELEVATIONS SHOWN ON SHEETS 4 AND 5 OF THE APPROVED APPLICATION PLAN FOR ZMA201800005. 2. THE FACADE TREATMENT OF THE PROPOSED HOTEL WILL BE IN SUBSTANTIAL CONFORMANCE WITH "EXHIBIT 1" FOR ZMA201800005. 3. MEMBRANE ROOF COLORS MUST BE TAN OR BROWN, SUBJECT TO APPROVAL BY THE DIRECTOR OF PLANNING. z a� F 0 U lNl k-14 Z LWL �2 Z W W H Z W P(DW> H LI-tCO�UU� 9°, (ZLL)WU)>W 8� F- 0 m J>ZUWwZ "a rid U):D 2iQQZQ� ZU)�,WZ I-` 0C)ZCL Q 0�WoZ Ub; (D o W)�O� QJ W ZD >_ I - di Wo 8 H o U) o t Ga o \., 2 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS IN TEN DED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. Its free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-6 01 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA [__q MBOHLER E of G I N E E R I .NT G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com OF v JOHN C. WRIGHT y .p Lic. No. 046960 5/9/2022 '10NAL�' 01 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-1 03 REVISION 8 - 5/9/2022 t Q9 U ( >2 Zt111A 200-004105 ,' i Crrrtli��`t AN' ORDINANCE TO AiM.EN1J'i HU4 ZOIN NG IVIAP OU T.AX N,'lAP I`'ARC E=I 078110-00 I}04il400 and 07800-00-00-06500 coumiry OF A11..13L�%'IAR.[X I t polfAt e lit 'or Calri141ullAf.y'1)1'1<`019prJf mit ),, IEAWAS, til or)171t1:atioti.to anlend the zoning t€wli rot ox h4ap P<3rcul4}7800-(}0k>00-06,100 00d 07806- Alal1 :N1a°tattlrt RQQ id, NorEh 1tV,tatg: QO-till^06500 i joentificd aas ZINIA 2018-.0 005, Proposed Hotel l"ZMA 2013;00005" , itllal chllrlt)ttc.ulllCi Vil`&Ija �2902 ;I.5.9t"i pholle 4j4 2966�01, Fax 434) 0:7` —4126 'tVftCIMAS, ZMA 2013-00005 is £a rvgktol t for atptIrowil uf°tlti ApP6040(th .114,11l putt a-m-11< to co lity Code 19-ai.5.55aa for tho two t t€x dmov 1�,nropls idVlI1i.1.€€ d Eat't vo$ 4101 twe Wltlll€t a l)rllvio± ,.�ly-iLtst.itb)131i d }l{l ailed Distria .luly 22., ?0,19 Mix€:d ctlal mefc4ll (110IMC) lalaaamed imd for which all aapp!IC3- tiorl plan Nvos not IlralvIousl ai1313€'a�vcd, ill t:aliijulti'6on with tltc prtaiausud. dinelalpitiont otxaa. I09-i'ovio hood; aaad Iobn C. Wright, P.E. �fulllec lrtl�inei<riEl�, VA .I,LC R ! �'yl-1I+1ltl��.Sc on Ntaly 28.200, after ciEliyK racltlt.a,tl llulllCt" ilettricaly, tll;1'Iatlttiia., Gtl#lit€iksliatt rsimil►i1tG.€tde€1. 28 Bla�*well Paark Earn, Suite 201 apprt val caf ZNIA 2018m0005, itlza Wailwito b VA 2?0186 WHEREAS, on Anne 19, 2019, the Albemarle County Huard of Suporvisors held is duly flOft4tl llitbl h4�aariim on MA 2018-0 00 . RL. : :"GAIIA201800005 t'.ropovd flotel I�. I I' ItlAli�'l°�tl 0y° tlae lliaai`d cat`'�Sttpei'�i�car� taf tla�� 4.'�titltty al€ s�lfit�rlaaarle, �`ii-�iraiti, tlltat tipaala <:. tmisiderat€on of dio transmittal mtrrtmary and staff rAeTort pj'Li paal°tltl for ZMA 2018-00005 and their tliittcl### wits, Dear Nly, Johli C. wliolt, including the proffers t€ml tho olalaliCation Plan, the 111foramtIon lat'saSii:ltWcl aif the public Itoa ing, tho r>aat orlial hitd relevant f cto s ht Vlq�d€ahl € odo § 15.2-228=1 and County Codu� � I �Po11.5.r.�,�, ] �-'Wal.2. l (2�, liI^25t�.2.1 { 1�, and �Ia �:lala+` l�, �.-}t.�,>`I1�,l3Uf€�fl Ut �E1p41'k}�L)Fa EG�tTi::ciLtIC4T1 L121;�E]EiF �()€]lilt,�� c4ia1.? At1I�Ii{1tY1F,tlf "�j7.1�114;cit14JI1 UTr Tl#tl• 1 t4 31r?(B); and for tlt4ffi lalalEltd ;IS.l. of llt€liilL' IIE.£.•m.ssity,: Ctatlaifi�tll�,l$�i,, ! �i%t,i.1l iV0laiL s`€rld g+:1!)El zaJ1131ig Ii€. °i�tl�. «�, lll.. x v. . '4 . , , ) . � r U7�i1d).tlOfll}ilfi-ltiU atad :0��.000.QOtiUfiSE}C4 ltr flat::.ttt . iaallrt r t4���tt,rial I. >;�Erre,t: l h� �tirlatl� iVtap r'�.tlZit161•ta�tit �. �> a ; approves �. .. l _ , ° a � _ �€ � a alias tl t al�zrl aria it •. li.}.€Ftl il�.i�lay aa} pr�a�� t.'�a�tA �,t}f S Ut,�E,tlS .�a.lr Ells. proffers a ttatt�ll .lair.t. 1, .x 1l �, ,araal #i.�, Eai 1 ftl! € 1 t lwal h1 7 t Y 1 Jr ':'. 1 ) a 1 {; d- �. a ' 1 e' . t,11?1at.latEtit t.�a� � kl ,c1Ved ixy tlsa,. Os.�artl . �tacfclrtit#ra cal'fh� latEa�hecl ctrdu a€ c�. all I�rnffc. Ott taxi t, ilr. _ 1 a ,. : ) 0 .. s t. "a .. < ..,, gi a eriii d ra A ail lzi '.f Gssrt€alpZ lE Ii. €11�tActtala;lal H..d}1-iltlia,l tt�l t l rlt�t_1,1�i.�0., l�:�Ia�atc..cl 1�,� lltaial�t° i�la� a � i �s cl 1 , �.1I Pleik be advised tit at,,-altho ukh.the:A14 ttlrl�'Qrtrilty Ro. rd took 4016lr oil the pr4jkt 116t it i shove rail uses till t e pc'U1ata't}' laS ;3 314C(}1 C1 I3ilt:( may 1k4>wfulty.beglu untlt all applicable kl1)1)1'4Yvals'llil'k'E'=been reek t,d 7ltid eondia o.IAss ttl,4 ►1 deers iatet Title lata.tardeo. l C.,I i# dctae l : l3aaa°;erauia t €a 1sa rc to ? Celttl tlaaat tllc tcits arllt# tVi lti7# = is ar trlta ci>€ rPtct era a of sail 0 -divas ce. i , 1 y y�r s� I .y duly tatita ited by the Board of So wrvis urs cal'.�liac.`tl�< rio County, Va, zfiinh b a V(Ae. o srX tID 7UT0, 1S ru�tttlletl tYalww., Cal. y l l y�� , 3 s t►tiil3liitttet With tixt' taYtaiS £1rliE lil3iatl ii silkdl�� 41mt'i�l lr:l`«1.7�f41.1.i'l.`x i€>It IllS'c +Ji i rtt€c tit�3� 3��>c cart ��ir� Gtrtrttillttlt4 rxt that e.l'tr'latizlctsv€.iftt rl. ciaatr the proffered. Aplali ation Plait aaad c°ot`.reslac#nrl.Inl; aa.t',*,dd 41t'I ''itntl'S1l; ed d 2tgent duri,rtg the juna'.:'t9 Rgaard Iu.Nvtlllgj i lid Approval of illad cwtlltl.rrariawe mitts a 811l'. VAN;.mal Itppt'av al.tif to LUNIaNG :Cll;a l.l'11Ir1�tC.ls C'I�i k itlil :. ' a � Clerk, l:;ia>wd Qf Coupty u isdrs If yuil have qut:'Stiolls,rgs'ar li{t8.tile a4oye--�si€ited iltat ca€i, plt gse confaact lt6eec a Rapcl de 41 296-5$3 2. ikyrf Nt): 1r1c Rtl , 3 Nir. Bill m€ CSaatlatWiay Y .._._»._. Ms Matllek Y'. �._._._. iLlsMcKee1 Tit►1 l?cttlati l �I( 1' ails Palmerplalmilig V Seliitar E'Iariner t'Vlr. laraxllllil 3 Ctrs l(AMCd, LC 1510.-E lig i Sire l C#aarlratie vi:lte VA 22901 N ike Sweeney E'`I'.11catcl LLC, €lU,lr lltit(tll7t1lCICt.lttt 4lws:,ter VA'2282(a' File' LIv.1:, 2618t)t 605 Attalc;lat tints ord.1nramc w3II PrOMr Statimi€ nt subdivisio(t plant; farad the OWaer shall be restm Bible for the cost of a safry y and. preparric Pan tops Itutel — State lac m Boulevard the deed. to convey the Reserved Land to the Cowit_ . Zgg1, 0j 8 fi;;0#;{i 5 1'K11AZ 91A t ENIEK17 Mums theollowi 4igntature Bate. :turfs.* 4, 21 ZNIA fA.201 8-00005 Tax 1,4111) Parcel el . 10MU-Wt400 mid 078(6f-00-00,06500 KyNR/, 7raA.t RMcNtyy. A5 y}\s ee 5 to Virginia liat:tit€ d tiaability co-ailaalydy Appto.cantitoly. 41.4 acres to be rmmed C'11 ^NW` to p rof with tut Applicaaltort 116h. 'Bite.rtilltawitig pttm;13 arc adljw1 tt t €ll Xt1 tilt€ itll€)tt !...NIA .2 18l 0000(dx "Applicatiod!) M14. x I l to tee Name: tlit� i< this prod" ataitorricrlt: T; are atxeAs 0780AO O-- M00 awll86i•0_ � (the 'n-vi rV'' vw Ovmer of the t_lropedy iq Kirilc ,, L(the ` O twEr"). 'The AIlplEc itt aild L t3tr act ill: I a r of iiaa .L?rr laerty :aa :tR 1: iaatel' :l::.L ; 'tclaal C��via�r• li�rc�a�' �ftalElEr��ilz°ilyl�ot�cr� gait If't31� A.�'i�ilat'ltk tttity 1�.�at' ty: �arl��r'�i� aa�t l�Ct� €.:l�f��t..,. to approve tlac; A p plkatloti, as requested, tho Owner and its' Successors taticl ilss0la shall rl=10- � 010 i � � I NOTARY Pt111L1 i��',E?°a€7SUtl t'� i tit ;�t s+irtJirtiit 1 r p rty ii1: zi t ill Lyitll l>t loll to e?l al Eri tl i t try a tt ar l �. i €a tlx: Owe Vir ital ties 420, -i f 950, m; rnf ixied,, and porstiwit to a°`~cti rt . 27 D die A,itkt�ITlar:le. Coalrrty Z i'l ig Ori�Ili>tirice, I ieie 14 Cc €ttrt�w al ss � <i3tr�� 1 �t� t� condid ris ue voll itarty polf;°rod as lxart of the Application, aild dto Owm>r aoll riio wledg s that () the m irmiftig itscif gives n'se to the IImi for the o€ mlillow; and () st'" coaaditions haves as raxti ollAt idauou to the muounig mquasted 37205047 4 lri the Event the AI), ylictation is deuical Hits profferi shalt iotmediRately t3v jiull mid void and of no further Force or effect. l„ Lyt:�10l�ttttlt €y tiro �r�lptr�t alaaatl l�o ira �aa�a°,li aao�cyr�l ���tti� tiic I�l�ra tttitltc� ���rtirt:� Amrltltalant 2018405 for Ik r ffotel, LLC, 1 Imepaar' d by 13O.W r° nkritleorttg dat4d JU10 :18, ��.{.l 1 �, lalait rd�t` 19t�tf lipril 15, �� t t� (tits °°Alaplsriiarr}t1 .I.l.liral„1,1. 2. Tba ONvitc r aindl v!,wrve she area slrom its '11r-i}llc Bed Eiti%rrrS: nt. for Future Palk (2.0 ,Acne A I-)" ou Shoet. of the App.lreatrarra Pfall (the " liesed'ved Land") lar° faltaire dedleaEtto fair l)ratltic U.�e for is pubtic flark as€ac 1or $a coatiection to 'arty ftrtum puk to be construetcd oil it Parcel or ptare is a (Ijac'elit to 11te Property. Ulycr:a the writter> request of tlao Courtty, tho 0%i/twt`.Atall detficaje lri,it.bituplz t0 the Cou ity Hie;.Rcsotved 1. aitd 10 prai>att dic coo tructioia lay tile, C.Q.11tity of pat tic Access trails or otho} pe(UsAria -a c,o.El.ticctloraa ftis ra the l: esa:md Land Ecl the >tittum Dais Such de llt'a1.:tiorl shall t ccur alkc ,fitatal sile plu approval, atl.ter i'mu irtex of Certificate Qf Occupancy lcl>r the proposett lwtel on tho Property, and alter dWivCryl by the cotiaaty tin lira; Owner of11 writtell re 9 uest, .or smh dedieta.itjil (the iaDr;C ication RccltleI a' oti e"). T.ho dedleation ;shalt lie coll-q cteo withill Sant () mouths allur delivery of the Dedleatiou Xe€ uest NoAm The Rears ed twat shall btu ctedic ated by 1 2 a a� '06 Z 3� N Li � o V w !/1 GGS w W Z W F-Zw> w(92iU—U� ey w !_ -9ZLLIwU)5;w Z}-(D i=-0W(!) o ° zU)Z >Uwp a �tYQ�mC9P N�6 0 C) a- — tY � o " UZ�U0 �a® Q Q /fR �0/ 1j) U) ,V�^' 6 Q Ji U) � V/a- °-� %C� aQ > W �§0 F— �o to � F a 0 01 REVISIONS REV DATE COMMENT DPAWN Y CHHECKEDEM BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT R EVISIONSS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AN DIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. ` 1 y Know what's belOW. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-6 PROJECT: FINAL SITE PLAN DOCUMENTS 019 PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA E N G I t�7 ` :E E� 2 I ia° G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com kL.1 r7 pF Z C� JOHN C. WRIGHT .p Lic. No. 046960 5/9/2022 NAL SHEET TITLE: PROFFERS SHEET NUMBER: C-1 04 REVISION 8 - 5/9/2022 c� C:\PROGRAMDATA\BOHLER\C3D2020\TEMP\ACPUBLISH_8140\V172065-SDP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:26 PM LAST SAVED BY: CHEDGES 4'RFf. 1.(1 E1DSTEEL 1 59`-2 tit" A.F.F. T.O.ROGFFRAIMIHO 4T-10 U .F. T O: 6TH FLOOR FRAWIG 0-6 tw ar. T:0.51H FLOOR FMMNG 31'-2 W"IF F qV T O.4TH FL06 FRAIING....... t 21'•10l,?AF,F, to, 3RD FL 03R Fun"G 12' 6' AF.F. T 0. 2HC FLOOR F.RAAV% an FNQ OUR 6T-4.1 f.F OEND F. HOOF STEEL FTIPFAMI {9-21PE A`.F. .......... ... ............. ....... C. ROOF MAY,)% 49-101ITA.F.F. AV P.O.61H FLOOR FWAING `'0, 5TH FLOOR FR AN5 Ak 311-21r2 A,''F. .O. 4111 FLOOR FRANING 21'-10 W A.H. C. 3RD FLOOR FuVIHG Ak 2`•0` A.F.F. .0 MU FLOUT F1 )lhG EIFS BRICK COLOR #1 a-o Fll, Iui FLOOR SOUTH ELEVATION 1/8" = 11-0" EIFS COLOR.#2 (TYP) - EIFS COLOR ## I gyp) -----~- ....... ..................................... ........ .................................. EIFS COLOR #2 (TYP) STONE TO MATCH MARTHA JEFFERSON HOSPITF _...� .._. _ .... ..._..... EIFS COLOR #2 (TYP). EIFS BRICK COLOR #1(TYP)-- ........... ..--------- .....__................................... ........ EIFS BRICK COLOR Al UYP) EIFS COLOR ;#2 (TYP) 15'-0 3f8, EIFS COLOR #2 (TfP) CEMENT WOOD PANEL RAIN SCREEN -IMP) 6' VAS.F. DP RCOF STEEL FR.4:,GNG 52-21,2"AF.F- kl TO, ROOF FRAMING A3 1012' A.F.F. ot to, 6TH FLOOR FR LULdG 49-612AFY.ah TA 51H FLOOR ERLI M 31? 1"P'A.F_1" A.F_F. LOATH FLOOR fRtMPIG' 21`-10 1 CAEr, Ob TA NO FLOOR I' MAING: 1?- V A.Fz. oc T.O: ENULOORTRAAIING va FIRS { R.P 6 4 AFF T.0, EW. CAP K 0 F STEEL .. - FI O111G ---- u9 21 "" Af..F- T.O. ROOF FRAMING 49 1012'AF:. OL T.O.6TH FLOGR FUVING NqV ......................_, _... _._. 4a-6 f,2 A.F:F. T,O, STH FLOCR FRWl'Nu FOR REFERENCE ONLY 31 212 A:F_`. TO, 41H FLOG? FRAMNG O'-w FINS f FLOOf€ H W N W a m i c h a e I S w e e n e y ARCHITECT 2000 Ware Bottom Spring Road Chv,ter, Virginia 23836 Tel, 804-777.9006 MEMBER.UF HEAMERICAN INSTITUTE OF ARCHITECTS IEW ZEALAND INSTITUTE OFARCHITECTS AUSTRALIAN INSTITUTE OF ARCHITECTS W U) W 0 c� Z I— Q co z Q Z 0Q m� Q �W WJ cL �Q 2i T- � W Q (y) T- 0 Description ELEVATIONS Pro1wt HIS Prolcct:Numbar 1.5T 1 Irlcuo Dato 5./19/2017 Revision Datos 9/6/2018 9/13/2018 3 10/18/2018 1/7/2019 Drawn By os THE'ARCHITECT EXPHES$LY RESERVES HIS COMMO`I LAW COPYRIGHT AID PROPERTY BIGHTS Tp [HESE,DRAVWI OS WHICH W%Y NOT BE REPRODUCED, CHANGED OR COPIED IN ANY POW OR RAMUR, MR W1 THEY HE AS5.IGNED TO ANY PARTY WITFlOUTTHE ARCHITECTS WRITTEN PERMISSION. A4w00 C-1 05 �"' 61 4 AFF. T0END P.PRCOFETEELFRAMIING EIFS COLOR#2(TY1') � 59 21/2AFk. . ._ > ................. IV i3O. ROOF FFAMING ...... .. EIFS COLOR #2 QYP) 40-101/2' A FF. 1.0. 6TF F 00H wom, NO EIFS COLOR #2 (TYP) fih 0-6 112A.F.F. T D 5TF FLOOR FRAM NG ' T`-21P2` A.F.F. T.O.4TF FLOOR FRAM.N13 STONE TO MATCH MARTHA JEFFERSON HOSPITAL (TYP) 2t'-10112`A.F E ................................... ..... .............................. T.U. WD FLOOR FRAMING ..... 12a' A.F.F. T.U.2N0 FLOOR FiNIRG ... .. O'-G, ................................... ... .... ................ HNEOH f TOUR ) Z� NORTH ELEVATION 1/6, = ,1 -0" CEMENT WOOD PANEL RAIN SCREENI #1(TY?) 154 318' EIFS COLOR #2 (TYP) EIFS COLOR #2 (TYP) .........................__....... ........ ... -- EIFS COLOR #2 (PIP) -----EIFS COLOR #1('YP) EIFS COLOR #2 (TYP) E TO MATCH HA JEFFERSON HOSPITAL EIFS COLOR #2 (TYP) EIFS BRICK COLOR #i(TYP) ------ ....._ .............................I ........ EIFS BRICK COLOR #1(TYP) 61'-4"Af T,O. END CAP ROOF STEEL. FRAMITIG 6T-? tpt A.F.F: T.O. fi06F FfAMING W-19 ?/2' A.F.F. T,O.61N F, OOR FFAk4(NG —T.O. 61N Von FPJtMINO 31'-? ll?'AFF. 10, 41H FLOCR FFAWRG 21=W TPC AEP. Alk L0.3RD FLUOR FPA611NG 12',6' A.F.Eifk T.0.2ND FLOOR FfMING EIFS BRICK COLOR #1(FfP) N.-w FINISNFLOOR Gt 4, A I EIFS COLOR #7 (TYP) TO ENOCAPRONSTEk? FF>Ah11PG 59 ? V2 A.F.F.' T.O; I�Of fP�VAl11G EIFS COLOR #2 (TYP) 49-10112' AFE 10, 6I11 FLOOR fPAMB1G EIFS COLOR Q (TYP) O.._... _ 1F? ! F E, -- ......... ......... T.O. 5TN FLOOR FW4NG - PAINTED HAR01 PLANK (TYP) 31'-21/2 aEF. ........................................... LO.4TH FLOOR FFAWNG - STONE TO WCH MARTHA. IEFFERSON HOSPITAL (TYP) AFF ...._..�...,. T.O.3F01LO0RTF A121 td1Nf 12'-6' AF.F. T.0.2ND FLUOR TEAMING 0'-0. 06 FINISH FLOOR FOR REFERENCE ONLY m i c h a e I S w e e n e y ARCHITECT 2aooWare Bottom Spring Road Chester, Virginia 2036 Tel. 804.777,g000 MEMBER OF HE AMERICAN INSTITUTE OF ARCHITECTS IEW ZEALAND INSTITUTE OF ARCHITECTS AUSTRALIAN INSTITUTE OF ARCHITECTS Description ELEVATIONS Project HIS Project Number 1511 ISWO Date 5/19/2017 ReNision Dutou 9,16/2018 2 9/13/201 8 3 10/18/2018 1M2019 Dawn 3y MGS THE ARCHITECT EXPRESSLY RESERVES NIS cGMMOV IAW COPYRIGHT AND PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT BE REPRODUCED, CHANGEQ OR COPIED IN ANY FORAS OR NIANNER, NOR CAN THEY BE ASSIRIED TO ANY PARTY WITHOLTTHE ARCHITECTS WRITTEN PERMISSION. F\ n A4.01 C-1 06 t.. THE SUBJECT PROPERTIES ARSE LtOTS 4 AND 6, PANTCOPS, AS RECORDED INDEED BOOK 081 PACE 33Q AIVEO EEIN PART OF THE LPsEJ cOF 15I1v1C0 L.,C<, A RE COFIEOEEO IN %c7COI41 t0 PAGE 6tJ8 AMaNa TTIE LANDS REC�ORI:OS. OF AI BI AfiAIZI,I C gwffY VIRGINIA AND HAVINCI PiiYS OF 0-1800000006400 AN C?T$QtE4)QpOE}E SE)ti PERTHE QEPA.RTIMI NT OF ASSESSMENTS. 2. LOT 4 AREA = 94,$66 SQUARE FEET OR 2<'1776 ACRES LQT 5 AREA 91'139 f ^ SQUARE FEET `OR 2. 35S ACRES .3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, -SOURCE INFORMATION FROM NSAND MARKSNGS HAS BEEN CEOMBIN ED WITH OIOSERVEDEVIDENCE OF UTILITIES 0 DEVELOP:A VIEW OF TH05," UI�QPI.3 #' OUND UTILITIF-S< HOWEVEk LAC kiNG EXCAVATIt��t,'TI fU t1Ci LC)�"AT[�iI�,OF IUNDERGROUN.D Ft�ATU€�ETa 6APdr � f BE J?iCC6F IATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE. ;�1E D#IIC7NA OR h.IORE DETAILED INFOk ATICON 18 REQUIRED, rHE CLIENT" ISAIOVI5ED THAT EXCAVATIC?N. MAY BE NEGE 3€t7C. TFHIS SURVEY WAS PERFORMED, Its THE FIELD ON r1PRiL 19, 201# LITILIZINC TH5 REFERENCE EO.O.CUMENT : A;� Is.IwTEEI;Oi I�1»I°iECJisi; ANT? EOI I�TCTS BUILDINGS, �'aI�I.I�;I'U�E� ALA +TI IER IMF=��'iCOVE��r1EN Ca::. 6.: THIS SURVEY I5 PREPAIIED WITH REFERENCE 'T`O A COMMIT MIFINT FOR TITLE INSUFIAN F PREPARED BY OLD RePUSLIC NATIONAL TITLE. INSURANCE COMPANY COMMITPIENT NO. BCT 1>iossoP, .WITH AN EFFECTIVE PATE.. OF AUGUST �4. 2017: OUR OFFICE HAS.. REVIE1tW0 TIDE FOLLOWINGSURVEY RELATED>EXCEPTIONS I.N'SCHEOULE 0, SECTION 11 PLAT OF SURVEY PREPARED BY B, AU13REY HUFFMAN & ASSOCIATM LTU1 VATED SEPTEMBER 6, 1979, RECORDED INDEED BOOK 681, PAGE 330, SHOWS. (A), 39a BUILDING SETBAC S LINE LOCATED ALONG STATE FARM BOULI VARD; AND (4) t 6' IOFRAIN EASEMENT G`I OSG S INTO INSURED PREMISES OFF:oF STATE FARM BOULEVARD, AFFECTS SUBJECT PREPERTY 3ii` 8UtL13ING SETBACFC LINE A I€7 APFRaXIMATS LOCATION OF A 15' DRAINAGE EASEMENT ARESHOWIN. THE DRAINAGE' EASEMENT MAY BE RELOCATED AS NECESSARY FQR SITE.DEVELOPMEENf. 75 PLAT OF SURVEY PREPARE D RY FB,.AUBREY HUPPMAN & ASS6GfATE7S, LTD, IOATED SEPTEMBER 29, i 9 2y REC.QRQEI7.,IN DEEEE BL) ?K 7�aE?, PAEaE 8E19, SHOWS: (A) 29' FA:IaITAR"Y LWER EASEMT tIT; AFFECTS SUBJECT PkOi€ RTY, APPRoximAie L£iCATIDtY SHOWN. "TOFURVEY P13EPARED IBY I3,::AEJCIREY IFUFFMAtI cc iSSi EI;TES, T� f.0. i3AFEL7 MARCH 21, 1979 Rl CFaF RED IMF OI~ _D B OOiC 66�a PAGE t2, �HOA�fS; (AI°VARIA i E WIDTE# 7RAII°1AtBE ASEIVIEFITS LCOCAT'ETO ALONG aTARTF FARM F30ULEV�1Eae1; AFFECT THIµ. SUBJECT PROP RTY# t7OOUEi1EEN:T DEDIO�TEF� UI�AIhEAGE EASEP�ENr, SHOWN. EASEMENTS GRANTED TO VIRGINi,ATELEPHONE AND, TELEGRAPH BY INSTRUMENT RECORDED,IN EC;D 6QCK 381. PAGE 125;11AY AF FEE:T 5UB IEGT PROPERTYa VAGUE AND 1ldSUFFICIENT ENF4ORMATIOPi IN RECORD DOCUMENT. THERE IS UNDERGROUND ELECTRIC AND CABLE ALONG STATE FARM BOULEVARD SkowN. RECCORDEL N DEED 800 138., PAGE.: 62, MAY AFFECT.. SUBJECT PROPEwRTY; VAGUE ANii IN aUFFtCIENT INFORMATION IN RECORD DOCUMENT:'THERE:IS UNDERGROUND ELECTRIC:AN13 CABLE ALONG STATE FARM BOOLEVAkl9 SHOWN, 9< del) F.,A5EFv1IwNT . RANTtO TQ VIkOlNlA WESTERN POWER CC3lIw9PAN'!' BY INS1 PxUIv1FNT rd EwG Of�DEO lE I Ut f3It.I8S' PAGE_ 493; MAY :AFFECT: SUBJECT PROPERTY VAGUE AND INSUFFICIENT INFORMATION IN RECORD DQCUMENT. kRE WERE: kOT OVF HEA.0 LINES DPE POWER POLES LOOATF-0 WITH THE SURVEYED AREA. 0 EA EIV9<wNTS taRAI`fi IwIO FG7 1f1dt�INI�I IMLEGTRIC AND.PatNFIR COMPANY BY INSTRUME�,F^ T F' ECiORDED ItF DIEEU BOOK 351, PAGE 3444 MAY AFFECT SUBJECT PI:tOPERTY, VAGUE AND INSUFFICIENT INFORMATt£ON IN RECORD 6.pCUI'�E>NT, F1fY RC�I� STATED IN DOCUMER T IS I.00A1 ED ON THE w1~sT SIRE OF CHARLOTTESVILLE, HERE WERE NOT OVERHEAD LINES OR POWER POLES LOCATED WITH THE SURVVEYE P AREA. §15, EASEMENTS GR ANTED TO VI GINEAPUBLIC SERVICE C"COMP,ANY SY INSTRUMETNTS RECC7RDED IN DB AG .F C SU t'?OK i �7 PACE # OCO NO BJF, : F T AFFECT T CT PROPERTY. -AFFECT T ECT LOT 12 TERRACE,, 6 . R Y, A F OF IVY TE»ftRA . ,, IN DEED 8OC�.K 209, PAGE 221; 00 I,IOT AFFECT° SUBJECT PROPERTY, AFFEWCT LAND NEAR RIVANNA RIVER., 1N DEEP BOOK 240, PAGE 57; DO NOT AFFECT SUBJECTPROPERTY, AFFECT LAND NEAR UNIVERSITY 9F VIRGINIA, AND. IN UEE D BOOK 241, PAGE 387 MAY AFFECT 6VBJEGT PROPERTY# VAGUE AND INSUFF CI N'T NFORM CO CU I , I,. _ ATION IN RECORD RFO 00 A1ENT. THERE WIERE PICOT AVEFtHEAL3 LINES CETT POWER P.RLES LQCATED WETH THE SURVEYED AREA. 12 EASEMEwE`NTS, GRANTED i O.ALBE MARLE COUNTY SERVICE AUTHORITY BY IF�ISTRI.1MENT RECORDED I. lOESI7 I3Li�OK;:$12; PAGE 123:A#=F'ECTS .SUBJECT PRpFFRTY, APPROXIMATE LOCATION SF{O.?A+N„ §14 EASEI4IEN•T.S .GMNTEb Ta ;,fkie CL.MMCONWE-ALTH OF VIRGIN.IA B't IN$TRE. MENT RECORUF-O IN EO.EED OK 178 PAGE 62;;M1�,Y YaFFE OT SUB a CT PROPERTY, VAGUE" �1F�ii.iN�EJI F1CI NT INFtOIiliftf�Il(7I�t INRECARD D LIkMt~NT, 6 THE EXIUTENCE OF UNDERGROUND STODGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE: FIELD SURVEY, HOWEVER, NO PHY$ICAL INDICATIONS tOF'SUGH WERE FOUND AT THE TIME OF THE FIELD INSPECTION OF THIS SITE, 7. ELEVATl SA w 8ASED ON �7088 DATUM EETTRMIVEO 3 OPS .S�RVATIO�SANO i YL.IN TONGS MON MENT DESIGNATION E 30 RESET (DID AI279} WITH A PUBLI81 ED ELEVATION COP 366,E FEET. 8< THE PROPERTY IS LOCATED IN OTHEER AREAS ZtONE X (AREAS DETERA^D TO BE OUTSIDE THE ANNUAL 0.2'14 CHANCE FLOODPLAIN} PER MAP EENTI•FLED;"FIRM„ FL6ob INsuRANCE RATE IVIAP, A, L,BEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND T•HE'WDEPEk)ENT L ErY:OF CHARLCOTTE VELLE, PANEL 289 EOF 575', C OMMUINfTY•PANEL NUMBER 61003CO239D, WITH A PJIAP EFFEG'i iVE EJATE Oi FEBRUARY 4. 2Q05:: 9, LOT3 4 AMID 6 NVE DIRECT.PEOESTRIM AND VEHICULAR ACCESS ALONG STNTE FARM BOULEVARD. 10, LOT 4 AND LOT 5 ARE CANTIGUQQS. W1THtOUT STRIPS, GADS, G-ORES, ,OVERLAPS OR HIATUSES ALONG TWIN COMMCON LINES. 1 THERE ARE VISIBLE ENCRiOACFiib1:EN S HE SURVEY BE 1 .a T SHOWN CAN T RVEY AND LISTED BELOW. ENCRaACFiM1ENT IS.A LE+3AL,CONDITION, NOT A MATTER OF SURVEY AMID, AS A RESULT, THERE MAY E3Em O,THtR POSSIBLE, ENCRaAGF' MENTS AFFECTING THE PROPERTY THAT ARE NOT SHOWN. • CURB`ALONG,EASTERLY PROPERTY LINE REFERENCE', 1,-MA\V ENTITLED "OIS UTILITY INFORMATILON, $TATE FARM F3ULEVARD PEERAILOE-MARL `iOUNTY SERVICE AUTHORITY. TITLE DESCRIPTION. 0e_ BEING A PORTIOIN OF THE SAME REAL ESTATE CONVEYED TO KIMO O, LG>a A VIRGINIA LIMITED LIABILITY COMPANY, BY DEED FROM E. GRANT COSNERANO BARB ARA Ha C:OSNER, HUSBANDAND VVIFE, DATED DECIEMBER 16,1$92, REd O]RDED DECEMBER 29,1902, IN THE CLERKS O MOEa CII� w I•' doEaRra AL8EMARLE,COUNTY, VIRGINIA, IN DEED BOOK 1280, PAGES 8F)3. 8WU 7 PAHO iw! 9.8 2019 PC 125 Lox:N/ ALBEWIE LANA 4LI J.B. 4.416 P2 4160 PIUa 01800--00-00_0/ N479OV22" (M) 40 N4905211 l" C}' (R&M) PARCEL x Pt7R770N OF PP CH 20 P NTOPS" Loos :9AR[W JEFFE SOA'yt' HOSKAI LOTS p 4 3 PG 550 L�I�'1 OPw. KINGC1, L G. i KL 1CO L. �r r� f �.a . 4 , SE R21776AC 0,8. 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UTILITY POLE WITH LIGHT &___=�, POLE LIGHT M4 TRAFFIC LIGHT 0 UTILITY POLE TYPICAL (9) LIGHT * ACORN LIGHT __79F__ TYPICAL SIGN /� /X\ PARKING /___�, COUNTS SPOT kl'-.?'4-1�� 69 j�,,�� � ELEVATIONS mSAN SANITARY g LABEL $TM STORM # LABEL - - - - - - - SL - - - - - - - SANITARY SEWER LATERAL WATER LINE - - - - ELECTRIC LINE GAS LINE - - - - - - - OH - - - - - - - WIRE - - - TELEPHONE LINE - - - I CABLE LINE __ STORM _ SEWER - - - - - - - 3 - - - - - - - SANITARY SEWER MAIN Y-f ( 111vN SANITARY ,8,) . MANHOLE /I 'N. I I\ D STORM .1 MANHOLE WM WATER 0 METER Wv WATER m VALVE 1:1 GAS VALVE m GAS METER SLOPE LEGEND MANAGED SLOPES LEGEND - . - - . - - SAWCUT —LOD— LIMITS OF DISTURBANCE NOTES: . 1. SEE SHEET C-102 FOR DEMOLITION NOTES. 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION 13 REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 3. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY; HOWEVER, NO PHYSICAL INDICATIONS OF SUCH WERE FOUND AT THE TIME OF THE FIELD INSPECTION OF THIS SITE. 4. ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO NGS MONUMENT DESIGNATION E 346 RESET (PID A12795) WITH A PUBLISHED ELEVATION OF 366.6 FEET. 5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE ANNUAL 0.2% CHANCE FLOODPLAIN) PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE, PANEL 289 OF 575", COMMUNITY -PANEL NUMBER 51003CO289D, WITH A MAP EFFECTIVE DATE OF FEBRUARY 4, 2005. 6. LOTS 4 AND 5 HAVE DIRECT PEDESTRIAN AND VEHICULAR ACCESS ALONG STATE FARM BOULEVARD. 7. LOT 4 AND LOT 5 ARE CONTIGUOUS WITHOUT STRIPS, GAPS, GORES, OVERLAPS OR HIATUSES ALONG THEIR COMMON LINES. 8. CONTRACTOR SHALL PERFORM WORK IN ORDER DESCRIBED IN VSMP PLAN SEQUENCE OF CONSTRUCTION TO ENSURE PROPOSED STORM BYPASS PIPE IS IN PLACE PRIOR TO REMOVAL OF EXISTING STORM BYPASS PIPE. 9. DESIGNER HAS VISUALLY VERIFIED EXISTING CONDITIONS SHOWN WITHIN THE LAST YEAR. 10. EXISTING COVER TO BE VERTICALLY RELOCATED. I IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII I , "I I I , "I 11 I , , , 11 I . � I , I I , I � (9 z or_ LU LLI U) z Ld [-- 0� 1.1.1 z 5: c) L- WO W U) D 0� < 6� 'm (D i_- (/) ::) :E < < z < z U) 2i W Z - 1-- 0 0 < 0- :;� r E 0 z W < F- -0 0 .� (9 '-) (j) 2 n- z o U) ::) W (j) < 0 U) W Z _j 0W Z 0- � - .1� > I-- C) W �_ C/) 01 REVISIONS -I REV DATE COMMENT DRAWNBY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 I COUNTY COMMENTS CPH JCW_ 3 3131/2021 COUNTY COMMENTS CPH - JCW 4 7123/2021 COUNTY COMMENTS CPH JCW 5 814/2021 . COUNTY COMMENT CPH - JCW 6 3/25/2022 ' ISSUED FOR CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH -j—CW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW \, I I THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY: � REVIEW AND APPROVAL. ITISNOTINTENDEDASA � ( CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. - -I ��,, ._ . ` * M R., . ` � %�� - ,�, : . .. I- I I 11 I . I Know what's below. I Call before you dig. ALWAYS CALL 811 I It's fast. Its free. It's the law. j IF, ISSUED FOR -I ,1 CONSTRUCTION ... O' PROJECT No.: V172065-1 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I. D.: P_ N� _f r PROJECT: FINAL SITE PLAN 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 I ,%�_ —.1 , � - _h%",1.y...y, _m___1_m___1_% ., r,.kf TH I I k .J�x . , I It��11 I . U JOHN C. WRIGHT 'P;; . I �..* Lic. No. 046960 1 � I �. I , , ,�. 5/9/2022 11 . " I I I � , � , � I I I N_".1 �... I ....'.....1.1 .... ................ ..... 0 F_ SHEET TITLE: DEMOLITION PLAN SHEET NUMBER: C-201 L I I __ - - - 11 I ( REVISION 8 - 5/9/2022 1 1 1 �� I'll MWM�\%Ilk,1110\0\\ W�MNIM\ _111"', I �������� "I'll, "I'll, "I" I, 11, �,M 11�� 1111 : :E : () i IL. I __ — Hft17\V172065\DRAWINGS\PLAN SETSONAL SITE PLAN\Vl72065-SSP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES PARCEL X PORTION OF PARCEL 20 PANTOPS D.B. 1151 PG. 352 LANDS NIF MARTHA JEFFERSUON HOSPITAL D.B. 4973 PG. 550 USE- VACANT ZONE.- COMMERCIAL OFFICE PID: 07800-00-00-02OF1 PROP. 2' CONIC. FLUME PROP. TRASH ENCLOSURE LIMITS OF DISTURBANCE LOT 6 PANTOPS D. S. 68/ PG. 330 LANDS N F MARTHA ✓EFFERS N HOSPITAL D.B. 4973 PG. 550 USE.' VACANT ZONE-.- COMMERCIAL OFFICE PID: 07800 - 00 - 00 - 06600 PROP. INTERPARCEL CONNECTION NEW PERMANENT RE WALL EA5 D.B. 402 A ........... �. / / rf {lily!✓��y i; PROP. SAWCUT-A %a :zrit..................................PROP. TEMPORARY OFFSITE WORK zr //'� >/z `4 EASEMENT PARCEL 73A PANTOPS D.B. 2019 PG. 125 LANDS N/F AL8EMARLE LAND, LLC D.B. 4416 PG. 460 USE- VACANT ZONE- PD-MC PID: 07800-00-00-073AA 0 ��PROP.TEM OFFSITE W EASEMENT 1 1 LIMITS OF DISTURBANCE OD f� I I LOT 3 PANTOPS D. B. 681 PG. 330 LANDS N/F VIRGINIA HIGH SCHOOL LEAGUE, INC. D. B. 906 PG. 157 1 USE' OFFICE ZONE.' PD-MC PID: 07800-00-00-06300T A_. 6§c '.—� ' R !? PRA'L CURB lS 0.4' FAEI/ELlI' WEST OF PROPERLY LINE PROP. SAWCUT %1~ ROP. TEMPORARY PROP. CURB - P WORK O B - OFFSITE WORK J... , AND GUTTER :;Ti.='�Is._t`�r;.,: f .� ........ .._........ :: r- EASEMENT . ,;, 5 pg .4` PAV f.fci°JT LkVr a'Ti�'JPIr4G' 1 �✓ 51?.'3; .......... ... ........ CIti i P,... i1 rf„. to .•�/ ` / r1V t lc. ................ �I c'jffl rtiJ� .... ............ _'44` :fir STATE FARM BOULEVARD _......__................. ................. VARIABLL: 6I19TH MGf'{1=-<)F! +/AY .,...._...... __...... '*`' utiLT f'rEVLD PUBLIC /GDAi/f' ........................_ .... l G t f.' L.' Y 4��{�J LfhIIT' ✓J frl ' 12 9.8. 6.61 P0. 1J0 & Jil ................. ................... SITE TABULATIONS ZONING DATA: SITE ADDRESS: 1628 STATE FARM BLVD. CHARLOTTESVILLE, VA 22911 CURRENT ZONING: PD-MC TAX MAP PARCEL NUMBER: 07800-00-00-06500 07800-00-00-06400 EXISTING USE: VACANT PROPOSED USE: HOTEL BUILDING HEIGHT: 65' MAX PARKING REQUIREMENTS REQUIRED PROVIDED PROP. 109 ROOMS (1 SPACE / ROOM) 109 118 (1.10 SPACES / ROOM) TOTAL SPACES PROVIDED 118 PROPOSED SETBACKS: FRONT 30.00' (PORTE COCHERE) SIDE (WEST) 83.75' SIDE (EAST) 115.11' REAR 80.17' (TO FUTURE PARK LINE) REAR 301.35' (TO CURRENT PROPERTY BOUNDARY) HATCH LEGEND PAVEMENT ADA STRIPING STANDARD DUTY e - Cd_ CONCRETE .41 O . Q. 4" d d VDO"F HEAVY DUTY ASPHALT PAVEMENT CURB AND GUTTER SPILL TRANSITION CONCRETE CURB & GUTTER DEPRESSED CURB AND GUTTER NOTE: PROP BUILDING (SEE ARCH DRAWINGS) STANDARD DUTY ASPHALT PAVEMENT 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' I za� o� OF W U Z 88 w s Z w W El sG w � m Z Z U o z Lul-Ow> w(D2iU—UQ� Ozwwcn jw z z)-0—C)EK W >Z0WU)0w ��Q�m(9� S2z 00<CL g Oz�0 0 2a® z�Z�OU)U)E Q 20U) z , J a- Z Q > r W m F- �o U) wo � o REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. b Knout' what's IIIelOW. Call before you dig. ALWAYS CALL 811 It's fast. It's free. Its the law. ISSUED FOR CONSTRUCTION PROJECT NO.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I. D.: SSP-6 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA L \� E N G. lei .E E R I NT G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com f,��,p►LTH pF `i Z V JOHN C. WRIGHT .p Lic. No. 046960 5/9/2022 NAL SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 HA17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\Vl72065-SSP-5.DWG PRINTED BY: CHEDGES 6.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES REVISION 8 - 5/9/2022 PARCEL 73A PANTOPS D. B. 2019 PG. 125 LANDS N/F ALBEMARLE LAND, LLC D.B. 4416 PG. 460 USE- VACANT ZONE- PD-MC DID.- 07800-00-00-073AA I PARCEL X PORTION OF PARCEL 20 PANTOPS D.B. 1151 PG. 352 LANDS N F MARTHA JEFFERS N HOSPITAL D.B. 4973 PG. 550 USE- VACANT ZONE- COMMERCIAL OFFICE PID: 07800-00-00-02OF1 LIMITS OF — DISTURBANCE LOT 6 PANTOPS D.B. 68/ PG. 330 LANDS N F MARTHA JEFFERS N HOSPITAL D.B. 4973 PG. 550 USE- VACANT ZONE- COMMERCIAL OFFICE PID: 07800-00-00-06600 NEW PERMANENT/ WALL E t91' TO0.8.n402 � LOT5 PANTOPS ® d) D.B. 681PG. 330 01 PART OFLANDS OF l(IMCO, L. C. D.B. 1208PG 603 ZONEPDMC PID.• 07900 00 00 06500 AREA: 97,X S.F. OR2.2358AC. 'NO RUIZDING" PROP. RIP RAP OUTFALL. SEE SHEET C-401 FOR ADDITIONAL INFORMATION, LOD-- LOD LOT4 PANTOPS D.B. 68I PG 990 PART OFLANDS OF IMICO, L.C. D.B. I209PG 609 PID.-07800000006400 ZONEOW AREA: 94,,856 SF. OR2.1776A0 'NO BUILDING " PROP. 6' MAX RETAINING WALL A—LOD—LOD—LOD—L( DESIGN BY OTHERS) LOD--.__...LOD } STATE 7 LFARM BOULEVARD VI��ICr:�f&L . PYA901 Rl-Vfl"-_O ".'P4'r t AJt fn�`Fy{ J'1i aF+t'9 t-O£.f{i f,.fi'it%d'%l. SPEF..'t1 L%,flf: J6 1,0 O 0 65S9 W' (1' 12 9.8, 61?1 K. 12 i 1 1 I I I I 1 LIMITS OF DISTURBANCE OD LOT 3 PANTOPS 1 D.B. 681 PG. 330 I LANDS N/F VIRGINIA HIGH SCHOOL LEAGUE, INC. D.B. 906 PG. 157 USE- OFFICE ZONE- PD-MC < K PID: 07800-00-00-06300 I 1 CURB lS 0.4' WEST OF PROPERTY LINE :t —LIMI� LEGEND PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "B" NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE FIRE LANE FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -1". 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) 12". '7 MIN NO PARKING FIRE 3' " I,:,a: LANE I ELLOW STRIPING (SEE NOTE #3 BELOW FOR TYPICAL WIDTH) NOTES 1. THE "NO PARK114G 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 3' FROM THE EDGE OF THE CURB ALONG WITH THE CURB FACE AND TOP PAINTED. • 6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED 3' FROM EDGE OF PAVEMENT AND ALONG THE EDGE OF PAVEMENT. 4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING. FIRE LANE LAYOUT AND MARKINGS NOT TO SCALE NOTES: 1. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION OF KNOX BOX WITH FIRE MARSHAL'S OFFICE 30 15 7.5 0 30 2PIX E w a� 00 w wEl s z w w sF (D ZZ)zU)U S w(.S2iU�U� a Uzwwcn jw z5::(9~pW� 1=LU< wz J>z0W(n zU) LUZ- ono©iWE) UozQ U)� J Q > J ~ o w F__ o U) Nf \` 2 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW CTHIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I. D.: SSP-6 Jv PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER ' E N G I N E E RI :N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com �F,p►LTH OF!► i Z , V JOHN C. WRIGHT E Lic. No. 046960 5/9/2022 � F SHEET TITLE: FIRE LANE PLAN SHEET NUMBER: A C-302 L H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLANW172065-SSP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES WEY KEMP s��d C:JXsZ'.vt�i$ ., y ,> ,r.�rl ti F33� V 11-10 - C i 1'."is .R : FY33 3� '"dl aai: Fak: iLi-'ZTr Stu#�IzP�CE�3r*d �'z8is€y��r�;�. o�r�.�s;t�c�:tT �yxvrr)Ix,eu�.n State Farm Boulevard lloitel AlIjanar�l+e County, VA. I Hotel I 130 Tomas l 544 I 3,44 I 6: I 25 I 40 I '38 I Alaril 2d, 2019 April 2015 Page 6fl-7 Figure 61I-1, Symbols Used In Typical Temporary Traffic Control Figures Application XRROW BOARD CHANGEABLE MESSAGE SIGN SUPPORT OR TRNLER m I —I ARROW E30ARD ON TRAILER a o o ARROW BOARD ON VEHICLE OHANs`3ELIZING UEVIGE TEMPORNRY Yffl FF(R,�iBARRIER ACTIVE TRAFFIC SI NiL �� LONCIit,Io?NAL CHANNELI'LrPI(i DEVICE INACTIVE TR FF:C SIGNAL TYPE 3 BARRICADE TRAFFIC OR PEDESTRI7V SIGNAL i SI H FLAGGE(( HICA-1..EVEL 'A.NV N:NG DEVICE (FLAG TREE) V OR I WAY PAVEN iT MARKER OR t� 2 WAY PAVEMENT MARKER o •' -' WORK VEHICLE TRACTOR TRUCK MOUNTED AATTENUATOR � SLOW MOVING VEHICLE EMBLEM LAW ENFORCEMENT VEHICLE j�Y WARNING LIGHT WORK SPACE 1l...... .f- ,.. MILLED PAVEMENT RUMBLE S'RirS W"""01- DIRECTION OF TRAFFIC UTO3.IATED FLAGGER CCCLTD IMPACT ATTENUATOR — —, ASSIST J, CE DEVICE 1: Revisiaa I — ail/2015 VO \\W-01 1 -1 0011 r _ \ ;t dO ` .l i / U uo-1 g157 s\\��Go \�\�\a��OU j (101 PROPOSED SOUTHWEST SITE ENTRANCE FOR REFERENCE ONLY. SEE TRAFFIC CONTROL PLATES FOR REQUIREMENTS. N W s 10 5 2.5 0 10 1 "=10' Page 61-1-38 April 2015 Typical Traffic Control Outside -Lane Closure Operation on a.Four-LaaueRoradwrly (Figure TTC-16.1) NnT'f+:5 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 highwgys. I or all other roadways, the sign spacing should be 500"-800' where the frosted speed limit is greater than 45 mph, and 35W-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 Qf the transition, based on the pasted speed limit and at least equal to or greater tltcrn the vuhres in ?'able 6ff-3. For Lirrrltecl Aaeess lrighwcrys a rnininrum of '1000 rs desirecL 4, rlll vehicles, equipment, workers, and their activities should be restricted to one side ufthe pavement. Standard:. S. 'Paper Length (L) and Channelizing Device Spacing shall be: Taper Length (L) Speed Limit Rane Width (Feet) (mph) 10 11 12 25 95 1 105 1 115 125 30 135 150 r165 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) 0-35 36+ Transition Spacing 20' 4Q' Travelway Spacing ` Construction Access" 40 80, 80 120' Spacing may be increased to this distance, but shall not exceed one access per % 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 Tattle 6H-3 on Page 611-5 for the posted speed limit, 8. A shadow vehicle with either a 'Type S or C arrow board operating in the cautionmode, or at least one high intensity :amber rotating, AiMm oscillating light shall be parked 80'420` in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck- ruouuted attenuator shall be used. 9. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating,flashing, "" oscillating lights but can be used to supplement clement the amber rotating, flashing gr 4 _ g l l 17� �., 0A oscillating lights. 10. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as heeded. 1: Revision 1- •1/112015 April 2015 Page 6H-39 Outside Larne Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) SHADOW VEHICLE REQUIRED — (TMA REQUIREMENT SEE NOTE 8) SEE -. NOTE 7 R4-V7L SEE NOTES 2&3 G20-2 (V) 500= + -120' ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C ILLUMINATED FLASHING AMBER ARROW TYPE C SEE NOTES 3 & 6 SHOULDER TAPER SEE NOTE 5 \&vvhW4-2R W9-2L W9-3R W20-1 > 1 cI 4 0 v. / t� Y � a / ` / J -------------- a / ti7 ' Ur j� / .. UU7 % / i Ov��V ii A � 001 /................ .. .�P-�E S t�par If,,p1- I„ l��%r Yt: Pl t�l . c �: .... c UU1 �I�; r rA / iili I �. AS: V' � I��II: 1 8 z �'i I PO r....... E PROPOSED NORTHEAST SITE ENTRANCE FOR REFERENCE ONLY. SEE TRAFFIC CONTROL PLATES FOR REQUIREMENTS. 10 5 2.5 0 10 1 "=10' al o a U WLU Z W w I- 2 9 z w��w> .� a W(92iU-UW - (jZLLIWU) jW w Z_>-(9~_r-)W F W Q Z �> z U WU)� O 5IYQIYJ oow U)2QQZQ w� rr z. OD<a-z n- a"-5 ✓ QQ�(Qj��pO- a i- Z-u0U�CE� � J a Z S-9 f g I- W U W 8 W i 00 Ga o p REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-6 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 Z V JOHN C. WRIGHT r i .p Lic. No. 046960 5/9/2022 ss!oNA►.,��c�, SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER: C-303 ------ ------- HA17\V172065\DRAWINGS\P1-AN SETS\FINAL SITE PLAN\V172065-SSP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES �REVISION _ �, ........... carv---] . - "'o --'�ROP .3'+'*' I ............ .......... d LANDSCAPE WALL (DESIGN BY ........... ..... ...... 9 GOI. .. ..... . .... ...... o6- ..... . ...... ..... . .... ........................................................... ............... .............. . ......... ....... ....... ..... . .... ......... ............ . . . . . . . . . ..... ................... . ............................................................... ................... . ....... .......... .......... ...... .... .. .... 0 ... .. . ....... . . ...... . . ......... . ............... .... ....... . . .. . ..... ... (101 EL�. =516, 80 "J, ........... {':1VLMEPTT"mm- ............ .. -1- .. . ............................ ........... .................. 530 520 510 r t t ASPIPIL 0 An 3+15 0 A3+00 LIMITS OF ....... DISTURBANCE A?.+50 ........ ...... r 10-18 00 N STATE FARM BOULEVARD VARIARLF P11V#1 R16H1 , OF-PlAY A,5'P1j1YJ' 1`110 1?a!-f);y,'ly 5/11Qkv zlAilk 35 Up/1 9-6 66Y PLZ 12' AR 681 PG J30 & J31 ,9,0. 681 PC� 12 & IJ — ...0... � pAytftl .......... ............ ---- ......... E ........... via. ..... E qEpff ......... . .... r- Y . .S...... ..... ..... PROPOSED SIGHT DISTANCE osi E'. EX. GRAVE - PRO EX GRADE GRADE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SIGHT DISTANCE PROFILE - SOUTHWEST ENTRANCE SCALE: V= 50'HORIZONTAL 1 "= 5' VERTICAL OF, 530 540 520 530 510 520 E m 0 15 7.5 0 310 i I,= 30' 1,000 OBJ ISTANCE LINE ROPOSED 05- SlGlil E rE EX GRADE EX. GRADE PROP. GRADE . .. .. ... ..... ..... ...... 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SIGHT DISTANCE PROFILE - NORTHEAST ENTRANCE SCALE: I"= 60'HORIZONTAL V= 5'VERTICAL NOTES: 1. FOR ADDITIONAL LANDSCAPE INFORMATION, SEE LANDSCAPE PLAN ON SHEET C-701. 2. 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. 8-1 0 g �L4 z C2 LLI LLJ LLJ Z W W (D z 5 z U) Z ILL] I- ( -9 W > W (D -; c) c) 0� 0 (-9 Z Uj W U) 5; Lij z Z 5-- (D W 0 Lu < 1E 0 W z > z c) U-1 U) 0 -mj z z U) LU z Lj LL — awe z <) � �� 0 :� cU) 0- z Qz 0ac/) D W W U) 0 < z U) z C) W F- U) EE 2 Z2 01 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 I COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE.. Kmw whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 540 ISSUED FOR CONSTRUCTION PROJECT No.: V172065-N DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I. D.: SSP-6 530 520 PROJECT: FINAL SITE PLAN DOCUMENTS I 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 'AAA— JOHN C. WRIGHT .0 Lic. No. 046960 5/9/2022 "ONA1. SHEET TITLE: SIGHT DISTANCE PROFILES SHEET NUMBER: C-304 HA17kV172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SSP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES REVISION 8 - 5/9/2022 fffi' z a` PORT101V OF PIIRCFI,. 20 ` 9.8 1151 P C. ,9 rl./ARMA�� Z{ �F�E,r-R'yS N tIOSPTIA.L �. ✓ L. d>..,./zt°:l7J Ply 550 / lost: V"IC/iIVT liE�l JGDr��r��f4V`Fs•R.CIA.1 O!!!FTICj,E/"iy--r•....__.... ;/' is t RIM 502. MAT30? X 1HE GR UNDCELE F � ' f 0 RIM 511.35 TC 512.25 ,t�j' TC 512.45 G 512.00 L.V. 3 , / G 512.45 TC513. LIMITS OF / DISTURBANCE TOP(f //t'NiC( Cti{r'JtGUr'' r ✓�:�.''4r'1 f 3:�✓' rr If FI 3 alf U tt sfr. f LOT 6', r 1 t PIINTOP,> , . Lr rVDS I,v , a fl,11IRT1lA JA_FFE_RS i ftIOSPMIL D. R 497J IPO. 650 USE Z16ANT !'UIVEcf•, G t rl r�7l7rr'�� :ltrTL-F O'�F�r,-{r-t76 ; TC 515.15 � F NEW PERY1 r. ' `1r fI 0,26 G 4 MAl 3 � 0 S%-.;'P ii:: .IMAI �1RGlrU1,1��HIGH" 5'ClIOLIL Fri 9.8. 5ri0��I�G � f�'....... / � USE:' Orr1G'E1v�'~ PID.' 07800--00--00-06`,SO ... �, ~ rt �+5✓ r �5y��r�� 7 .:: - 14 #5 9 _ st .. 'jF tF ' J ,V s� CURB /5 0. 4' = WEST OF v4 PROPERTY LINE , _pISTURBANCE .,.. rttvr. SAWCUT ..... -_ , ........ _ L.� .. 5..... J + / ✓ G PK 1 3 .� MAI(.H LA. � G 518. 5 tl LF N I I 0 ,._ t "u i TC 517 95 T " MATCH EX 1 �-�-•-�- • LANDSCAPE WAL 4± _.. _52 ".... _ G 518.00' r t H EX. .._.__."" _ """ r3(3 (DESIGN BY n t hr, ........ r .......:..:. ,." OTHERS ........... PROP. a. % > r Sul I G 519.6± "_w rr;..yff.' " + :?>C�. _...._ a' SAWCUT521.8_ ( ROP.TEMPORAR �. _«.,,,,.: s F i .c MATCH EX. OFFSITE WORK i� COOWY Cl MATCH EX.:.....,.. _,w ._ G 521.25+ c 19.,E PROP. _ EASEMENT BC 518.9± MATCH EX. _._._ NEW TEMPORARY 1/... PROP. %..... MATCH EX .................. _...:. SAWCUT CONSTRUCTION �w... ... EASEMENT p - PROP. SAWCUT j s tr 3.w7 t `; _..PROP. TEMPORARY D.B. 4632 PG.. 123.. Y 1 # ............... PROP SAWCUT -'' _1MMATCH EX % > ! " OFFSITE WORK -" r_�..... _ _._.. w ...." F r'„3fLri%�i Jfr i.iJiw�T`fl+t".Cf""` r PROP. TEMPORARY r r _ ;i EASEMENT .... " " OFFSITE WORK ?'(s¢ %: n'r r I_} ......................... .. ... ... ". "_ .. >9i.3d EASEMENT c _.,t: l,, •r .f 9 Y� . ".. .:......... _. �.. ....." ." r' % BOULEVARD ............. ATE FARM ��.,��,_.. ...._... STATE ........_ i .." .....,::::. ~....,._... I/ARIABLE {"✓IDTH RIGHT-OF-=W,4Y _....... _...... ............... ASPHALT PAVED PUBIC ROADWAY .............. SPEED IMIT.• 35 MPH .......,. D.f3 669 PG. 12 D. 681 PG. 330 & 331 "_ ............... ........ ... �,.. mv-"!':%Y. GRADING LEGEND EX/STING NOTE TYPICAL NOTE TEXT PROPOSED NOTE .......... ................ .......... '1}0.....- _............. .__.... CONTOUR 2O -------------12r____________ LINE 5 SPOT Cb16.0 C 516.0 r ELEVATIONS C 515.5 .m SANITARY HS LABEL {' STORM ST °;. LABEL # ................................................................................. STORM SEWER STORM i O` t MANHOLE f TYPICAL END " SECTION HEADWALL OR �OR� ENDWALL YARD O INLET CURB INLET MONITORING WELL BORING ® BENCHMARK TEST PIT SLOPE LEGEND HATCH LEGEND NOTES: MANAGED SLOPES VDOT HEAVY D ASPHALT "£s PAVEMENT REVISIONS REV DATE COMMENT DRAWN Y CHECKED EGKEDBY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING 15 INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDEDASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTW b Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 1. PROPOSED GRADES AT THE NORTHERN CORNER OF THE SITE ARE SHOWN TYING INTO EXISTING GIS CONTOURS. CONTRACTOR TO FIELD VERIFY EXISTING GRADE IN THIS LOCATION WHEN INSTALLING ISSUED FOR WALLS AND ENSURE PROPOSED GRADING TIES INTO EXISTING ELEVATIONS WITHOUT GENERATING A CHANNEL. IF PROPOSED GRADE CANNOT TIE INTO EXISTING WITHIN THE SHOWN LIMITS OF CONSTRUCTION DISTURBANCE, CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY, IN WRITING, FOR RESOLUTION. PROJECT No.: V172065 14 DRAWN BY: DSH CHECKED BY: JCW Channel Report DATE: 1/3/2020 CAD I.D.: SSP-6 Hydraflave Express Eztensfan forAutodesk�V Crwillba 5y At4odesk, Inc Wednesday, Sep 3b Z64 Perimeter Channel -1O-Yr Triangular Highlighted Side Slopes.(z:1) = 3.00, 15.00 Depth (4) = 0.12 Total Depth (ft) = 1.00 Q (cfs) = 0.20Q Area (sgft) = 013 Invert Bev (ft) = 515.00 Velocity ps) = 1.54. Slope. (%) = 5.00 Wetted Perim (ft) = 2.18 N-Value: = 0,027 Cnt Depth, Ycjft) = 0.13 Top Width (ft) = 2:1� Calculations EGL (ft) Compute by: Known Q Known Q (cfs), = 0.20 4 = CIA Q = (0.30) x (6,64 In/hr) x (0.1 r;ac.) Q ='0:20 cfs Elev. (fit) 616.50 516.60 515.50 51.5.00 514.50 Section 2 4 6 810 12 14 16 18 20 Reach .(ft) RIP -RAP OUTFALL COMPUTATIONS Depth: (ft) 2,99 1.0 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA B 0. "LEEK E N G I N E E R I aT G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com 0.50 - N4h..., ,�F,pLTH pF` 4 ao Z V JOHN C. WRIGHT Lic. No.046960 •Or50 , �0 �/��, 5/9/2022 4NAL. Outfall 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 Min 6 6 8 0.5 1.1 Class Al SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 = U - a��sas�o��as\� ���o����\\.o\000��\\\�\��ma\�u�\u�a\\a\\\\\\\\.\\..o\\oa\�\u\w\\\\u\\\o\.o�.m.\..\.\u \u\.\\\\..\........... �..�.,�..��,r..�........................,,.....,..,...,�..u..u........................................�.r......�...,,.H.....,.,.,,,,.....,..,,,,,,,,,,,,,,,.,.,,...,,,,,..,,...,.,,,,,,....,,.............,......,........,,,,....,......_..,....,................_..._..__...__._. HA17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SSP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES 30 15 7.5 0 30 1 "= 30' REVISION 8 - 5/9/2022 Location •State Farm Blvd Date and Time of Test U* .8.00 Elm Minutes of Flow 2 Pipe Size(Inches) es) �3 .Pressuee Hydrant 10790: Static Pressure (P,54 64 Residual .Pressure (psi) 54. Flow hydrant N.1 1075 Pitot Pressure ##:t (si) 3. Test Flow 1 1 09 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 lino' T t i Est rotated lover (gp,) 2 74;' �Wi/V,� f:�,lculsattn �gP) 62�,' (t l c Elf z0ic In Q20lnd!catt s insuffident presaire drop A1611) Comments ,Hydrants opened all the. way. rer EYtethod of calculatins, pHot low With I LiiffUsen See eft. I31 WaIski aPd I Ut�S #lt2G{4� I��f) �t7Elr(3E�1 1Y} ErE #g�rfE�Eat.BEi� t7f}erattQi3S.FlWiylC (All t631 mAuCtt>.d:U Ibg 45:dlschwgg butlet tsEfe 5.0th A91u. ss dfleO) stirrtatbd Consumption al) S 48 i O o$,a for water audit gnatpre of Tester: -` ,,.. P. OVERALL UTILITY PLAN I I I I 100 50 25 0 100 1 '=100' o� (D w z LU w U) z w s w c� z5zcnv �m z ELI P w > a Z 2 W 1j% � W •.D F— Q C m J>ZUwU)Zp "a 0 �-1 a �2EQQzQ � z z 0) LIJ � 0 0 IL � a�= �- U) � C) o Q �zU)IL J IL w H 1= � U) o� H-F o O REVISIONS REV DATE COMMENT DPANN Y CHECKEDBY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS Nor INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 4 S KEww. what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1 /312020 CAD I.D.: SSP-6 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA L . 'L . 0 1 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 V JOHN C. WRIGHT 7 .0 Lic. No. 046960 5/9/2022 SHEET TITLE: OVERALL UTILITY PLAN SHEET NUMBER: C-501 ----------------------------------- H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLANW172065-SSP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES REVISION 8 - 5/9/2022 I� 1 1 1 1 PARCEL X PORTION OF PARCEL 20 PANTOPS D.B. 1151 PG. 352 LANDS N F MARTHA JEFFERS N HOSPITAL D.B. 4973 PG. 550 USE- VACANT ZONE- COMMERCIAL OFFICE PID.• 07800-00-00-02OF1 LIMITS OF DISTURBANCE LOT 6 PANTOPS D.B. 681 PG. 330 LANDS N IF MARTHA JEFFERSON HOSPITAL D.B. 4973 PG. 550 USE- VACANT ZONE- COMMERCIAL OFFICE PID.• 07800-00-00-06600 NEW PERMANEN, WALL /09.B.�46_ 6 PROP. SAWCUT ............... . , �tgr3(s�•' fi tr �// sj�,¢ r 3� rri ........... ,..... l ...h/� r \ 1, t 1 : z , i \' r, DESIGN BY Qt}• ( 1 :.. # OTHERS PROP. `y\ G� s PROP. (2) _ SAWCUT / ROP F m 45 BENDS ::......,, t.: _::... _. 1CUT'T PROP NEW TEMPORARY :...... LOT 3 PANTOPS D.B. 681 PG. 330 LANDS N/F VIRGINIA HIGH SCHOL _ LEAGUE,- INC ^, UTILITY CROSSING (X-ING 1): ROOF DRAIN BOTTOM OF PIPE: 513.40 SANITARY LATERAL TOP OF PIPE: 505.30 CLEARANCE: 8.1' RECORDED EASEMENTS: ST PUBLIC DRAINAGE EASEMENT -30 INST #202200002827 W SWM FACILITY EASEMENT �• INST #202200002826 o CURB IS 0.4 ' Hampton Inn Draft water and Sewer. Connection Fees by Building a WEST OF r PROPERTY LINE ERC Costs greakdowri a system Description Amount LIMITS OF f (I2H DISTURBANCE ,.. Water System Develppnient $1,890,00 Water RW5A Capacity Charge $4,760.00 Sewer system Develvprrm.znt $2,970,00 Sewer RWSA Capacity Charge �-,3;850 00 / Q �w. �� t SAWCUT $13;470iOO . 0 U Date Prepared: 1/4/2421 UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE SANITARY SAN I LABEL # ST STORM ,- LABEL # ..................................................;r.................................................. SANITARY SEWER SL LATERAL ................................................................................................... UNDERGROUND W WATER LINE T.. UNDERGROUND E ELECTRIC LINE ...............................................-. UNDERGROUND G GAS LINE 0 t............................................. OVERHEAD OH WIRE 7...............................................-. UNDERGROUND T TELEPHONE LINE ' ................................................ UNDERGROUND C CABLE LINE _- .._. _.... ._ .._ _._. __. ..._. STORM ..... ....... ....... ....... ....... ....... ....... ....... ....... ..... SEWER ............................................. c.................................................. SANITARY S SEWER MAIN HYDRANT 1cr SANITARY O w'. MANHOLE f `! STORM i `I MANHOLE I�Q / =`JM WATER 0 METER WATER • VALVEGAS VALVE GAS METER TYPICAL END " SECTION I o HEADWALL OR ENDWALL �CR� t ! YARD O INLET CURB O� INLET s; CLEAN O OUT r ELECTRIC \,..1 MANHOLE O ` ` TELEPHONE T O MANHOLE ELECTRIC @ - BOX ELECTRIC = PEDESTAL EP MONITORING WELL TEST 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. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLAN FOR FINAL UTILITY CONNECTION POINTS. 4. OWNER TO COORDINATE WITH UTILITY PROVIDER FOR TRANSFORMER LOCATION. SLOPE LEGEND 1 . / a / Draft Connection.Fees for Flamptan Intl ERC Connectioct Adaptor instatEation 0Q CONTRA TCT -MOVE FIRE Building If Meter Size 4 of units Meter Cost TOTAL. �_� .• 0 Multiplier Fee Per ERC Fee Cost .......:: : �01 „LIT XISTING VALVE AND " RELOCATE HYDRANTA$ SHOWN. „ 4 / ldrr�pton inrt 2 Compound 1;09 0,5 �1�.470,Rft $'1,31&.47 $45.00 $735;47$:.t7 j / Note. Fees are`�ubject to change July 1.. Prichig based on a V compvundwater meter. ff the meter is sized / different) the fees will be adjusted accordin l : This is a draft connection fee quote to be used for budget ... :.. Y 1 gY 4 � purpose, Dniy:An oFficiai conriectP�an fee yuote'bvi!i be recluiirtd vriren apgllratiti,� for watEr/seyaer serail Grs SAWCUT - 'CONSTRUCTION ......:..::: EASEMENT PROP.B' TAPPING "" ...................... . _.-..-.... D.B. 46J2 P,G,, . 123 ..._ . SLEEVE AND T VALVE. - .....- y ._...... ........-........_.. - �� l ,}/ 1 �l 1fl f=.Z12 j'9 A 13 INN 15`-:1'; 12,/9 ;. ............ STATE FARM BOULEVARD „y ............. VARIABLE WIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY - - SPEED LIMIT. J5 MPH D.B. 669 PG. 12 ................... 30 9.8. 681 PG. JJO & JJ1 ........................... 30 15 7.5 0 30 D.B. 681 PG. 12 & 1J 1 "= 30' made to the AC5& A building perry\it n ust:acw(n.pany nosh confiectiOn fee payment..Connectjan fee must be paid In full before service will be established. SANITARY LATERAL SCHEDULE Structure Invert Elev. Length (ft) dope ( % Dia. (In) Material Upper Lower Upper (ft) Lower (ft) BLDG. _ SAN 1 513:00 512.5Q 16.93 0 5 0 2.9 / 6 PVC SAN 1 SAN 2 505.00 5KQ0 139.22 3,59°! 6 _ PVC SAN 2 SAN EX-1 490.00 446.00 201.75 21.81 % 6 PVC BLDG- SAN GT SAN GT SAN 1 513. 00 512 65 512.90 512.35 14.37 1 2,09% 1 6 1 PVC MANAGED SLOPES 8/21201.0 H Frgineering, Ines Coasuffirr3 Engineers Domestic Vllater Sizing. IPC 2015 Table E103:3(2) Fixture Occupancy Control Total WSFU Cluantity Total Bathroom group. Private Tank type, 3.6 109 392.4 Bathroom woup Private Flush valve 810 0 0 Water closet Private Tank type 22 0 0 Water Closet. Private Flush valve 6'.0 0 0 Water closet Pubiiti: Tank type .5.0 .4 20 Water c10561.. Publie Flush valve 10.0 0 0. Lavatory` Private Faucet 0,1 0 0 Lavatory Public' Faucet. 2.0 6 12' Bathtub. Private Faucet AA 0 0 Bathtub Public Faucet 40 0 0 ShoWer Private mixing valve, 1.4 0 0 Shobver Public Mixing valve d.0 1 4. Urinal Publle Flash valve 5.0 2 10 Kitchen sink Private Faucet 1.4 0 0 Kitchen silk Restaurant Faucet. 4;O 2 8 Dish Afoll43g InkWine Private Automatic 1 1.4 0 0 Service sink Offices Famet 310 .2 6 Grinkinq tc�tintairti Offices 3/ti" valve_ 0.25 2 05 Laundr sink Private. Faucet 1.4 1 114 Washing rh6chine Private Automatic 1A 0 0 Washin "trtaahiri Ptlblld Automatic 4.0 4. 16: T6161 1 470.3 NOTE: From table F103.3(3), 470 3 Ws(u =120.0 GPM 1. THE INVERT AT SAN EX-1 IS APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR From figure F103.3(6), `'eater suppE I Size fAr 120 0 GPM at E psi is 40. TO MOBILIZATION AND CONFIRMED TO BOHLER. ANY APPLICABLE DESIGN REVISION BASED ON THE FIELD Incoming port?estic water size = 41*' VERIFIED INFORMATION WILL BE COORDINATED AND PROVIDED BY BOHLER. Domestic water Meter .Size = 2" based'on Fixture Valiie Sizing 2. SAN 1 AND SAN 2 TO BE INSTALLED WITH DROP CONNECTION PER ACSA DETAIL S-I-C. NOTE: BOOSTER PUMP MAY BE REQUIRED IF 3. SANITARY LATERAL FROM SAN 2 TO SAN EX-1 SHALL BE CONSTRUCTED OF DIP WITH CONCRETE WATER PRESSURES ARE BELOW 20 PSI. ANCHORS SPACED NO GREATER THAN 36' PER ACSA DETAIL S-4. Z_ W W W W rn Z i- W W Z W P c) Lu W U 2 U- U 0 Z W W W> W Z5-(51-WpWW W Q 2 W Z � Q W QQZQ ZU)2iWZ�-- I- 001a-Z ZgoU)�W� J aZWZ ZU)IL � g � U W i=- rn REVISIONS REV DATE COMMENT DRAwNBY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW L I I 0� THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. Know what's below. Cali before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-6 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 ,p►LTH 0 JOHN C. WRIGHT :.0 Lic. No. 046960 4 0 5/9/2022 ONAL'E . SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-502 - - ----- -------- H:\17\V172065\DRAWINGS\PLAN SETS\FINAL SITE PLAN\V172065-SSP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:27 PM LAST SAVED BY: CHEDGES REVISION• 1 10 YEAR INLET COMPUTATIONS Inlet DA C I 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 (inlhr) Incr. Flow (cfs) Carry -over Flow (cfs) Accum. Flow (cfs) Gutter Slope (%) Pvmt Cross Slope (%) Spread On Grade (ft) Gutter Width (ft) W ! T Gutter Cross Slope (%) SW 1 Sx Eo (App. 9C.8) a (in) S'w = a 1 (12W) (%) Se=Sx + S'w (Eo) (%) Lt,Comp. Length (9C-17) (ft) L,Spec -ified Length (ft) L I Lt E Qi Qb Down Qi d h (ft) d 1 h Ts r°v?ris Eff. (9C-18) Int'x Flow (cfs) Byp. Flow (cfs) Stream Int'x Flow (cfs) Depth (ft) Spread In Sag (ft) Str. A 70 ... A-80 Curb DI-3I3 ................................ - Curb DI-3C .0 6 0 _. - - ----- 8.00 --......................... 051 0.59 070 ............... ... 0.80 6.64 6.64 2.37 3.13 0.00 0.00 2.37 3.13 4.50 3.50 0.02 0.02 0.00 0.00 2.00 2.00 8.33 8.33 2.92 3.16 0.00 0.00 0.00 0.00 0.00 0.00 2.37 3.13 0.23 0.24 0.46 0.46 0.49 0.52 3.32 4.09 In Sag In Sag 10 YEAR STORM COMPUTATIONS From To Drain. Runoff CA Inlet Rainfall Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time Q I V 1 Vfull Remarks Point Point Area Coeff. Incr. Time Intensity F Upper Lower Incr. F Qfull Vfull (acres) C (min) (in/hr) 7cr)Known (cfs) (cfs) (ft) (ft) (ft) ( % ) (in) (cfs) (fps) (min) (min) reVW9 A-50 A-40 ........ _ ... _ ...... - - - 11.55 11.55 506.40 503.15 130.71 0 2.49 /0 24 0.013 35.77 1 0 0 22 5 22 0 32 0 88 11 39 - _ A 4q A 3q _ - _ _ _ - - - 1=1.5 5 5a3.g5 498.20 5 197.a2 ° 2.44 /0 24 0,013 35,41 91 9. 0.33 5.55 0:33 0.88 11.27 " A-30 A-20 - .... - - - ..... - - - 16.99 493.15 492.90 13.20 1.89 /0 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 ...................................... - _... 0 _ A7 -6 AD 0 05 . 1 0 30 ... _... 0.36 ......... 0.36 ........ ..._..... 5.00 ----.. 6.64 .......... _... 2.39 _._. . _._.... .__. ...._. '2.39 ... 510.2 0 50$.35 17833 0 1.04 /° , 15 0.013 6.60 4:85 0.61 _ 5.61 0.36 0.90 5.38 A 60 A-59 0.53 0.85 0.45 0.81 5.61 6.48 2.91 ..... - .. 5.24 508.25 _... 507.30 84.96 1.12% 15 0.013 6.85 6.11 0.23 5.84 0.77 1.09 5.58 A 80 A 79 0.59 0.80 .... 0.47 ................ 0.47 ..... ................ 5.00 6.64 ...,. ......... 3.12 .......... - ....... .. .. 3.12 ......... 508.30 _..._. ............ 508.00 ........:... .. 12.69 ...._.: ._... .._. 2.36% -__-..... 15 ,._......... .. _. 0.013 ........_ .. ........_.. 9.96 .... _.. .............. 7.13 .....- 0.03 _. .......... 5.03 _............... 0.31 ......._.. 0.88 _.... .......... 8.12 .... .......- A-31 A-30 - - - - - - 5.44 5.44 505.50 503.60 59.06 3.22 /0 15 0.013 11.62 9.31 0.11 5.11 0.47 0.98 9.47 10 YEAR HGL COMPUTATIONS Structure No. Outlet WSE Do (in) Qo Lo Sfo (%) Hf JUNCTION LOSS Final H Inlet WSE Top 1 Throat Elev. Inlet Shaping Pre -Cast Structure Junction Loss Reduction Remarks reAX4 Vo Ho Qi Vi Qi - Vi Vi"212g HI Angle K Hd Ht 1.3 Ht 0.5 Ht A-10 487.09 24 16.99 1.00 0.56% 0.01 7.90 0.24 16.99 8.91 151.38 1.23 0.43 - - 0.00 0.67 - - 0.68 487.77 - - - 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 _.._._ . A-40 499.85 24 11.55 197.02 __.. _0:26% 3.20 9.91 ........ 0.38 _11.55 10.01 1,15.59 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-59 510.25 15 5.20 1.00 0.65% 0.01 5.83 0.13 5.24 6.11 31.99 0.58 0.20 - - 0.00 0.33 - 0.17 0.17 510.42 515.05 Yes Yes Yes - 6 A0 .4 5102 15 ''. 5 24 84.96 0 0 66 /° 0.56 6.11' 0. 4 1 2. 39 4.$5' 11.59 0.37 0:13 92` 0:70 0.26 0.53 0.69 0.34 0.90 511.3 3 51 135 Y es Yes Yes A-70 511.33 15 2.39 178.33 0.14 /° 0.24 4.85 0.09 0.09 0.12 0.06 0.30 511.63 515.60 Yes Yes Yes A-79 510.25 15 3.12 1.00 0.23% .. 0.00 -_ 5.19 ........... 0.10 -__. 3.12 7.13 22.26 0.79 0.28 - - 0.00 0.38 - 0.19 0.19 510.44 513.80 Yes Yes Yes A 80 510.44 '15 3.12 12.69 0.23 /° 0.03 7.13 0.20 0.20 0.26 0.13 0.16 '510.60 513.55 Yes Yes Yes es RIP -RAP OUT FAL L COMPUTATIONS Outfall Q Do, Pipe Diameter Tailwater Condition La' Apron Length Apron Width d50 Rip -Rap Depth Rip -Rap Class Upstrea Downstre m am (cfs) (in) (ft) (ft) (ft) (ft) (ft) A-10 16.99 24 Max 6 6 5 0:5 1.1 Class Al 520 510 ... ........ -......... - 1.. _........__._..._._._.__.____.. ____....__._.._ PROR GRADE EX. GRA E PROP 6`' IR_ " FIRE LINE , PROP 4" DIP a 0 W L C� ? W m iN Z m > of Z O= v� > "� ,I - > Z" W W C) 04 a0 CD ��'C co+nOum'�O rnO + o� aQW off+ r-a'a.-EL CD o1X a 10+00 10+50 11+00 WATERLINE PROFILE - FIRE TO DOMESTIC 520 510 520 500 510 490 STM A-31 STM A-30 59.06' - 15" RC @ 3.22 ° ml PROP. FILL 95�/o COMPACTED CD w U .__ cl ...........p�. _� ¢_._ ...-_......_..--_ o Cr ,- Z --.�- __ OU o U3 = N CR ri X V Z J Sri ,Lo COM N d0' (n 4O O o a ci,z Z p� a rn a Go o�m>>>o o c �> a a'Z Z Z a �Z 10+00 10+50 11+00 PROPOSED STORM PROFILES A-30 TO A-31 520 510 520 500 510 490 500 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 0 3.39/0 8 PVC RD-05 512.00 509.30 48.74 5.54% 8 PVC RD-06 1513.50 512.001 29.50 1 5.08% 6 PVC STM A-80 STM A•79 PROP.GRADE 12.69' - 15" RCP UNDERGROUND DETENTION - - - - PROP. F LL 95% COMPACTED EX. GRADE in o f- C7 W = Z O o �� [O C> oLo 7 C) co U v� C:' Z CV a0 U + �> o 0 �> a az a Ez 10+00 10+50 PROPOSED STORM PROFILES A-80 TO A-79 520 510 520 500 510 490 500 480 520 510 500 STM A-lo STM A-59 PROP. GRADE STM A-60 EX. GRADE -- 1 PROR GRADE f 178.33'-15" 0 C P@1.04/° 0 CP_ 84. 9 6' -15 r pp, PROP. FILL 95% COMPACTED Cn C7 rn cn a o F-- CD cn (9 =� 2 Z J z �, W J O z_ - _ X -W ¢ N a U W K N co N 0 co O v cn d- U cV �. O N o0 rn I- p N co F 0 o 0 0 au�Z charm 0�> +o> 0 a a, Q_ co +'o> ++ a 0 o L0 a�IZU o� Z > � ri �+ N 0ci ��> Z Z Z Z Z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED STORM PROFILES A-59 TO A-70 SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL __ T STM A-50 STM-_-._-- A-40 PROR GRADE STM a....... A-30 _ ._ ... ., .._........ , PROR GRADE STM A-20 '- X. GRADE U 2.49°/0 _ RCP 130.11' -24� f J 24" RGP @ -.4 I f 1 f EX. GRADE i i / STM U A•to 13.20'I- 24" R�P @ 1.8 % 24" RCP 66.41' 6'L, 6' X 5'W CLASS Al RIP / RAP __..___... ......... __ .........._-_-- ,;µ s=� ors �2 ao o o •-- .- in o co N C7 Z �- F- _ <. N O oQ ,_ Qv I- QQd x QT rG I.._. 1 �N... - - v Lgto H-• - C�TI N co CL W ¢ W cn d; W o V' cq CO 0) O �,• cV v LO r m ti M co N O 0-co V a0 .i o IL rna�, m au�ZUof acnzzU rna,� co aii,Z r. a�np'•. a? Of a�z �a iiG z?� �iiz r d ii�?< 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED STORM PROFILES A-10 TO A-50 13+50 14+00 14+50 520 510 0 500 00 2 k Nlam dQ UF� (-{Q- A Q. wS�o�o��LLoa0j� 10� 000haaZ"0 4 iDzWZWn o� w Z5Zw C)�E ffi W WCD; N CDZ WW>WO WZ}D WQ2 WZ- f>zUWnp (n��Q Z� QZ WZ F- ooQ =Qo'o 0� U) Q 2o�WZ �6 J>UWF- Ho PQ 01 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPHJCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. ISSUED FOR 520 CONSTRUCTION 01, PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SSP-6 510 500 490 480 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA Is m E T G. I.. .1 � g I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com F;p►LTH pF V JOHN C. WRIGHT ,•0 Lic. No.046960 D,p 5/9/2022 _ONAL . . 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IF,\„ ^'`:I- » + . � � - a-" ,. � »~»+ t »»»»» i." -P 9��, t +.,," r 1- ,,, ,1�_ 11 j1 r -I.. ,,,.;.. 1 � , / / �3� , j r -I_ _f ~-1 ..I f. l ",r ' r ._ r P,, d •./ f J/. f t _ _ _ - (err' � , ., P.r ,/ / ,1 r " , �� r t r / P .,—Lrtrt�LOD LOd SOD LOD--g--=C(JD -kflD LQ LOD--� SOD �. pU�,.. / t w" :. _ „ r r 1v1w. " ,r �, 4L,r ,„._. - /11 j / _ ...,,__.... ».» ,,.. H . 4 \= LOT ''r � ,r'' l 1_1 ..-r , „, Y „w,.„w,„.' "c __ _." - ,f .,» _ t /„.,...sue• „ .„,,. \u' ,•C:r ,. w„ � � ,.au � .S . i a - € I ! /" ISM a . - - 1 :\ m.'� . _ . 3i ! ( {_ . _ / A, = QP2 !11 \ ::.' -'-3� w y // i , `� �.' i / '' '`t f r PROP. OUTDOOR ')':.: \� . > • . w . 1 s I1: `: � ,1 AMENITY AREA I . • vv _.. -r' I -' QP2 �,�~��' �,_p . -- y \\ \\ /'F - r !6j 1-vI CI. " �` .. - _ ' -- W Y i' • �' - I lf/ I I ,r"�' " / .-'`, PROPOSED HOTEL , / 1 ` 13,864 SF i 1 109 ROOMS TOTAL 1:.. QP2 " A 6 STORY �, I r- - . 1 . BUILDING HEIGHT 65` MAX ..Y, } r: 1 , �= II I `r FFE 518,50 ......... - ..:_� �' 1 QP2 _.. ._»».... » \� _ �, » t' r 9 : -• t ,`t .w 1 -. - AR \ , �/ _ t \ I'• •) •C � is F , d 4� E \ > ,Y P �, t C SERE \ \ \' 3�, d l 1 ; x0 . �: .. Y. �ii F t t i=r h„. • / 1 k � as's.�\,,,: � t ^- I } I .13 �� `f` t- <E k + `>' AR �, Iv :w - ., i t � K"< J i \ // r €� , -1 / r 3 � S " " \ �• o : E �. A 8 I } .2 GTIS •� MAR !3 PANTOf,' D.k`•�,!rj PC VIRGlNICWIGH� SCHOOL 4J;" LEAG, INC. /' 0.B• 906 RG, 15.7-- -- -" Or// USE OFFICE /, � �,t ZONE. PD-MC " PID: 07800-'00-00-06300 s/, r t. .)A!I yr �. ' 41I// „ - w r-' <-" �gg !_.__...._�,ID �... r,,Irwi ft". ';r /lfrM / i,l: _ ,_I \ _' a• } \,,,, ¢ A a, / c r r 1 1, �` : \v �" ,) , ;`\ � r` 11. "4 F, / : I ,r' " � / r a PLO . \t '�_ -" :'t �_ ;., r 11 �. !1 �),3 1•„ \GTIS c� w� r,,. . .-; r n r, r. /1 ; „§J " - _- r - a YT - __r - �T _� - t r , , ,- y 4•: ?.. _.. „. ;. - w s=. '.: •:::::;;::f / - F St / / — t\ �`- a. _ - :� — - , »• » ti , .- -;��, ,:., ... . I.. ..----... ,_,_,11___._,_ "-<' W,. �. w �` - v �^. __,-„ _ » ,+: mow_. _ �, .......... J - » ! ` t 1 _„ c : Imo_ .. _ ».. „ ao, _ ...,.. 9' h. _. �..._._ G �utl: r t:t » \ , t ».. . - t 23 NS t ., f -"' \ ,i' ..........._.. r< •x 't,;:. ...... .-v;;, \.. r r r" '"'..'r' "y \, �L: \ __.... t�... - -:-.. t' !Ftl,t?,�Y ICBUR 4 ---- t1E6J T, I t� A -•:•,•: -'.. aY:•..P.�. .. ; 'PL51RUC77DN �t� Svc' .:........::...,., ._ t. -N" / 1 . ....., z:. A ...»... ? ... I / ' ?::: VCA ::;:r;<;;3i:at:::::';: -;i:;i::rr::..:....:: {{ G ...1<- 3 ~e'er_:` :::.:......:. 1 J.JOJ� _».-• -••.' _. !15 _ ... _. --......._...... ........,.. t _:::Page:;:;;:;: ...__....- , -_ VCA -._.. ....... _.,,�.. !23 �� ..» `» - ' IGS ._...__......._....... ��� _. _.__ _ ......._.......... __. _......_ ._..r) ....._..........................__.._..............._......._........._...;...._...__............__.._.........._,_...._......_.......=A06LF_-.___ e - .......................... • .... ••"" r,,,r""�• ='''"� PROPOSED TREE CANOPY .. - STREET FRONTAL ....... .: ........... r, —r — EXISTING TREE CANOPY `... » LANDSCAPE NOTES „z_... »- -'__~........ ......................... i F I TREE CANOPY BOULEVARD— »-- -"""`. _�-z'.-� --»y` •"-" 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, _� PRESERVATION AREA STATE FARM BOU -.' " ......._.,... MATURE HEIGHT; THE TOPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED VARIABLE WIDTH R1GHT-O�WAY ,. , • ».._....... »» MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. -'-_ - ASPHALT PAVED PUBLIC ROADWAY ,:.Y .._.._. -'.-....,_. -1.... SPEED 11MIT.• :61 MPH 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE D.8 6 PG. 12 CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. PARKING LOT AREA REPLACEMENT MATERIAL SHALL COMPLY ITAPPROVED LANDS APE PLAN. . ' ...-..,.__._.._...-.., . CO WITH THE C D.B. 68 PG. 3JU & .3,31........._.:..:................................................. .............................I......-_. --.-- / „__••• ,- '-"•• — _. — 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. _. „ : �\ ��� PARKING LOT __.,,-.,..... ""„'••---• 4. ALL AREA BETWEEN THE BUILDING BUILDING AND SURROUNDING SIDEWALKS SHALL BE SEEDED ORa* ` LN' LANDSCAPE AREA �� �. • „•"„,,.. I" \ 'I°= gin' SODDED AS DIRECTED BY OWNER. Coui ty ut Albeniarltl IN Cuuserviitiou I'lan Checklist--'lo he placed uu Land3cape Plaits (liundhuolc, pp (It-2?4A 1.1-2,97 for ccimpletesyt;citicatiun8) .1110 1- 'file fiillawin heiiv; shalt he shown an the plan: Ali rents to be saved; 23 Limits ofclearing(outside driplrneortree to be saved); \ 1.ucutiou .n1d typs Qf prat ive fencing. to 0 (Irate ch llges rquiring tree vroells ur walls, I\ I aFA U 11rvpgsvd ifeitchittg U;' mimel.ing beyond flio liuiii,,; of 0vadill ; 18 1[ lrkhies' ' 1O m rtIltrL"sst O ie. tuft{h tbeaktdviiiltPtuxftsr'b an t txhti iear v vi5{1ie.€Qet xli1i t1xt o(vraliir,. . . .1 1. Wo No �radingshailbeffiiiuiitil file tlee_inatking has been ittspot:teci aact.uprlatuved b}°a C'otu)t1. } .tiispl:ccur„ J. Pre-C'on3fiuttrunCunfer.nce: ICI 'Free rescrvatiohand rateotiinrole:;auteSsftalib�rcviriviiavViihttieOlitcsctarousite: P. 1i Ei ui titetit O leratiou and Sturat,e: #. ryry��t p t r:l 1le,:tY+ .. Aquipnteiit, vtll)eulitrtrdflIC inid, sturii.t o CUi74trnCftpti ntiltt? ials inCttidiiiA, ?Vie �bail.tiot be f)�aiiitted tYtill fi ifiC ddplirit'S Uf tfv, S. 1u he's tv>d. 5, _Soil Frosion and Starti a to Iht� utlon Devices: ICI Such deviees shall not adverselyaffect trees to be saved. (,, tarts: W Fire5we uut pemlifted svithhr 100lei 1 of the driplinc aftreec tobesas:eii. 7, Tovic 1l:iterials: 1'osic ili.ltc rials shalt nut biC. ituteli ij,itliiii IUU Nt t of tlta siiiiiliiio ut'ttcea tQ be s V(!O, 4, Protective Fencing: Q ') '. �-' b 1' it . t �� 4 ti ' () 1 Q � � )r 1 )e � 1 t i i+' Q �. i (h 1 a •t't t y .t1 tiri )it ttetcd IGI Gi Q 1 to t he re a r s v ttt n'4 tee . t`.t u u ct l.0 td i r d a s t s h l E Q ttd la I l � .,r � X { Y 0 p eit in attali byin pia e.aild Jiatl ix: iii3ptttcd inid approved by a C'uuitty Enspestur pour to gtadul arculutru <tivik, }. Fnc Wells: NA Q1. %1h the irmigd ltoel inu+1 be r,iisk4 iv'ithiti. tl;e dripline Ufa free to by yav,vd, it five: vv .11 A ell be proy:i4cti,nxd:.i ciitixtrueiitui,dciuil subnutted Feu op tuval.. ,\\11 IAA t_.t wheti: the -gromid level 1111111 be lu1vvrcd wid I,it the d6iftne it Iiee it) be 3av,:d, n ITue %mall shall be provitl4d> and a:e'utisunctiut) delail submi tad fQr'!p lOrat. Iq al lrenchlii ll.. L andlunnthu v . T t yr i ::'. nks t) Gets es )ns;ible, `Fu ii€clip _} tei' i 11 ��' to t t 1 d i h' i tliItrit 6 Fefearni 1t shelf bt rlt ue as far t fu In t1i tru i i LEA 1V} i,tre m 1 np„i. 1 t ra vv € Ii i" i u ._, b ,., } 1 6 undera far A: ttr:e Slrall be t:QQ$1dcmd, as AIt alterilanYe when: it i5 anlicip itil that'neetsxiuy Ircuching will dti roy1. 7. feeder root;t. 11 12. C leailaw U i)rott ctive fencing s111111 tic. Life ia3l 1.a ;ills icn)ot'ed,during ihu finat,cle,inup> 13.. Dwi eci1 1 revs t rid t ey Ce ni iSt. d 1£ a i b r I 1 1Crt11 do lUti U1 Ulher lntih4da leLUt ne 4d h It rF l y� Uuiittiged tnes;iffall bL Create nt neflt it y y p un i i,. t t n y.. p 11 i_rt:1'T1s'Fl1h_13i'kl I Dtgltsltr����lef t r 1�FF'I.11FCt1ti'r�idtrt>l�cite��-onsvar�t�v \ Dhi GNUS,hhltg: \,11 \\ E Mtc,}tXPO e1@04minhotels.c.am, 1;sr2 0 ( bltIlin. Hotels, CN=MIcLfael t?z o»'� e1t sl N,i t'cRl: I or (I)A:CE') µ ` „?dt ; 20,01 03 10.30:24.05'00! I C0\ 1•RA i• 1`VRC1LkSER SIGNATURE (1)A Tk;) 511m page 1 of 1 VERIFICATION OF COMPLIANCE: THIS LANDSCAPE PLAN SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF ZONING ORDINANCE SECTION 32. LANDSCAPE SCHEDULE KEY I QTY. I BOTANICAL NAME COMMON NAME I CAL, I CONT. I CANOPY I TOTAL CANOPY SHADE TREES AR 5 ACERRUBRUM RED MAPLE 1 V2.2'CAL. B+B 397 1,985 BN 4 BETULANIGRA MULTI STEM RIVER BIRCH W-12' B+B 397 1,588 CBF 3 CARPINUSBETULUSTASTIGIATN PYRAMIDAL EUROPEAN HORNBEAM 11/2-TCAL. B+B 177 531 CJ 3 CERCIDIPHYLLUMJAPONICUM JAPANESE KATSURA TREE I1/2.TCAL. B+B 222 666 GTIS 4 GLEDITSIATRIAC NTHOS VAR. IN RMI 'SHADEMASTER SHAD_MASTERHONEY_OCUST 1112.2CAL B+B 424 1,696 NS 2 NYSSA SYLVATICA SOURGUM OR TUPELO 11J2. 2' CAL. B+B 123 246 PLO 2 PLATANUSOCCIDENTALIS AMERICAN SYCAMORE 1112.2'CAL. B+B 1,253 2,506 QP2 4 QUERCUSPALUSTRIS PIN OAK 1V2-2'CAL. B+B 370 1,480 QPH 5 QUERCUSPHELLOS WILLOWOAK 110-2"CAL. B+B 370 1,850 ZS 4 ZELKOVASERRATA JAPANESEZELKOVA 110-2'CAL. B+B 350 1,400 SUBTOTAL: 36 TOTAL 13,948 DECIDUOUS SHRUBS CA 22 LETHRAALNIF LIA C 0 SUMMERSWEdC_ETHRA 24-30' #3CAN NA NA IV 20 ITEAVIRGINICA'HENRY'SGARNET' GARNET SWEETSPIRE 24-30 NJ URN NA NA VCA 24 VIBURNUMCARLESII KOREANSPICE VIBURNUM 24-30' #SCAN NA NA SUBTOTAL: 66 EVERGREEN SHRUBS ICBUR 23 ILEX CORNUTA'BURFORDII' BURFORD HOLLY �_SHAMROCK 24.30' #3CAN NA NA IGS 23 ILEXGLABRA'SHAMROCK' INKSERRY HOLLY 24-30' 93CAN NA NA SUBTOTAL: 46 ALBEMARLE COUNTY LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE LANDSCAPING ALONG STREETS EAST PROPERTY STREET FRONTAGE D. ONE (1) LARGE STREET TREE REQUIRED SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET STREET FRONTAGE: 406 LF OF STREET FRONTAGE, OR PORTION THEREOF, IF LARGE CANOPY TREES REQUIRED: 1/50 x 406 = 8 TWENTY-FIVE 25 FEET OR MORE. WHERE _ MEDIUM CANOPY TREES REQUIRED: 1/40 X 406 10 Q PERMITTED, ONE (1) MEDIUM SHADE TREE SHALL ROW OF SHRUBS SPACE 5' APART REQUIRED BE REQUIRED FOR EVERY FORTY (40) FEET OF & e ROAD FRONTAGE OR PORTION THEREOF IF PROPOSED LANDSCAPING I WENTY (20) FEET OR MORE. LARGE CANOPY TREES PROVIDED: 8 COMPLIES ALONG STREETSMEDIUM CANOPY TREES PROVIDED: 10 E. SHRUBS ALONG PUBLIC STREETS. WHEN A ROW OF (1 12) SHRUBS SPACE 5' APART PROVIDED PARKING AREA IS LOCATED SO THAT THE PARKED AR "!" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT CARS WILL BE VISIBLE FROM AN OFF -SITE STREET 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% e x 48 LANDSCAPING: 7 SF = 2 450 SF RE INTERIOR AN SCAPING. 5 /o 9 9 UIRE Q 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. REQUIRED PLANTINGS COMPLIES WITHIN A NUMBER OF PARKING SPACES: 118 PARKING AREA REQUIREMENT 1/10 SPACES CANOPY TREES: 118 x (1/10) = 12 SHRUBS: NA PROVIDED PLANTINGS CANOPY TREES: 13 EVERGREEN TREES: NA "@" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT MINIMUM TREE CANOPY TREE CANOPY CALCULATION COMMERCIAL OR INDUSTRIAL USES. IF THE SITE IS REQUIRED TO BE DEVELOPED FOR COMMERCIAL OR GROSS SITE AREA: 192,249 SF INDUSTRIAL USES, THE MINIMUM TREE CANOPY IS CANOPY COVERAGE: 10% 32.7.9.8 TEN (10) PERCENT. CNOPY AREA: 10% x 192,249 SF = 19,225 SF COMPLIES TREE CANOPY PROVIDED PROPOSED TREE CANOPY = 13,948 SF EXISTING TREE CANOPY = 73.467 SF 87,415 SF (45.47%) 2 k P?1z �R o pm"�_A ..ZU04 11 w 2 w Z w w R_ U Z L(/)U � Z _ �m w(92EU-U� oN �zwLL11l�cn m Q. i ��Q�W/`�i'tO �.-w V �1 cnD�QQZQ � 9 6 Z(n2iwZ!-F- how C) U) U) R (j) � UOpZ�U<--U I,© a-� 0- g � R M > I--' o Y 5 pq U C5 I- � F �s �\ O \. 23 - 1 01 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPHJCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD ID.: LSP- .6 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA ._, , BO 'T _11- �,( cot G i lv E E t� .I G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com r4tpi:f� OF L �yw I *'910' 4 NICHOLAS T GEORGAS f Cert. No. 001653 �, T' 2 4/11/22 ()t� q PE AR SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-701 I--- — ________ - r REVISION 8 - 5/9/2022 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 BU ILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1 %<", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE I COR CE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH -DENSITY 'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER %" CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE, B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 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 ST/ WRAF PREPARE W PLANTING H( OR TWICE THI OF THE RO( WHICH G PREPARED,' TREES 1 PART PEA PART COW M PARTS UNDISTURB SUBGRA'. DIG WIDE, SHA WITH TAI1 TAMP SOIL SOLID BASE OF DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX:- 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE 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 ° o o SHALL BE PURCHASED. DO NOT PRUNE ° ° TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE ° OR SEVERAL INCHES HIGHER IN °o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER BROWN3" THICK LAYER OF DARK SHREDD D HARDWOOD MULHDOUBLE BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF �— — — — — - PREPARED SOIL. -6" DEEPER THAN ROOT BALL — =1- =1 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 REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8-12" 24" REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH —� FINISHED GRADE 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 191►169:1•Ze3:7�i7� PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. UNDISTURBED SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL •. ' .: • ': ' ' I EXISTING SUBSOIL .III=I I =I I_III•I I•r�•II_I =III=III-- 1 1 =III -I I I-1 1 1 1(- TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.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 TRUNK 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 11 " _ TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE -SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS, 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCWJCv 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A (CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. y Know what's bt'low. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I. D.: SPD-6 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 pLTH OF 41CHOLAS T GEORGA: r Cert. No. 001653 k01/03/20 901i PC ARc SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-702 C:\PROGRAMDATA\BOHLER\C3D2020\TEMP\ACPUBLISH_8140\V172065-SDP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:28 PM LAST SAVED BY: CHEDGES 10111 • : • 1 ctuirc . late .Iv1 Vol, III, alrtax Cc '�a. 1 Plate 3.3 4 1 s Soecificati��rts fAdditional Trees - Additional :trees m e left. st nd n as protection: Lion between th.e� tru ks of the gees to b retained and the limits of clearing; However, in ordeir for this alternative t be used, the trunks .of they trees in the buff r:musv.b6 per more than 6 feet mart to prevent passage of equipment: and aterlai through the boffer. here additional trees shall be .ccexartii.ed prior to the completion Of Construction and either be given sufficient treaito ent to ensxir€f survival. or be removed. �r Trunk,Arm rin - Xs a last, resort a :tree trunk can be arru�:ored with l itrla {� s wrapping an .24tich studs mitred vertically no more than Z inch es apart to a.. ltcight of..,5 'feet eincircl rt,g the trunk. .lf'this altetrn,.tive is us d, t.h.c root zone: within the drip titre will still require protection. Nothin should ever- be' nailed -to .a..tree Fwlcing and urino iog devices shall' bey in. place before any e rtvati .n € r g ud Lag i begun, xsha,ll be, kept in ;good re:palr for the; durailoii of cf nstructipn aex vitles and. shalt b.e the. last rterns removed during:the. ti.n zl cleanu after` the c olm .I t, , .of they p p prajectF TAKF,1..38-A TREE FERTILIZATION FOR PROTECTION FROM CONSTRUCTION ACTIVITY. `rRE.E TYPE SPACIAL.C(INUrTr0N5 APPLICATION RATE & METHOD FORMULATION Normal 2-4 lbs. per inch. h, Coumnercial 1.0-8-6 or t0- Greaiter. than. 6`inches dbh* except American broadcast .6-4 Hrcrad-l:eaf Eleeches and Crabapples Grade 4-5 lbs, per: inch dbh; commercial 10-64 t3eciduo.iis. Change broadas.t Norrnat I-2 tbs. 1ier'inch dbh; Commercial 10-8-6.or.10- Sinaller. than 6 inches dbh,..including all. broadcast 6-4 American .Bcches and Crabapples Grade 2-3 lbs. per1nch. 4bh; Cmunw6at .10-6-4 Change broadcast Greater than 6 inches dbh tocatcxl hi groups 2-4 ibs M 100 sq. ft. of bed area; Commercial 10-64 broadcast` :Narrow-�reaf Evergreen. .. dbh,: single s iniens nc Greater than 6 >hes g 2 tbs, r inch dbh; koadcast , Coaullercial 10-6 4 in open area Saiglier than 6 inches dbh 5 Ibs. per '100 sq. 'ft. of bed area; 'tankage or Cottonseed incorporated. into soil Meal Wheie:nitrogen in .soil is sufficient Libezai quantities incorporated into. . soil .Acid: Peat. Moss or (ottod Broad -Leaf Evergreen and applied as mulch. Oak l eaf Mold. Where; additional nitrogear is necessary. Also add 5 tbs. per lQ0 sq. ft- .of bed 'r'anlcage or Cottonseed area incorporated into soil Meat * doll; ; t)ametor.at breast.he ght (4.5e feet above ground level); lieric.ing 4rid Armorin (Plate .38-2): kny 'devicee :play be ..used. which will.effectively: ptOtect `thee rcttrts, "trunk and tops Of :trees retained-o€�. the' Site. I E)Wever, teO to .be retained within 40'f6,.t df a p:rt posed Wilding ore etm tion.shall be prc tecte ley fencing, Per$cr.nnet .rrttist be - teucted to hots or protective devices. The clew tMe d crib d ire rug sted Qtily:, and are not intended to :exclude the p of other do' es. which will prt�t�c�t tl7o,tre;e� to be; reta heel, a rto tr erlce tartdatd;4 -inch high snow fence shall be played at;t.h .lInlits of clearing :an sttl d d,ste l'posfs set 6 feef uparl: b. Board l ent -board fens ink cc nsisti Uf 4 .inch square. posts set recur ly ct the tbund and .protruding at least 4 fea above the ground shall be: placed at the IfiT its U.f`Oeai*t of two horizontal :boatrds betweenposts. I rt is>rllClt practical to enact d fence dt the drip line, carnst�ruet �t triangular t nc:e rarer the:4 rank ': he lill ts` €af clearin will still ue. located at the drip line, singe the, root zQ110 Wit%ire the drip line will still require prot ctxon c Cord. hence - Posts wi h a.:miolmurn size cif 2 _inches square or .� i.nches in diameter set securely in the ground anti protruding at least.4 feet above th ground shrill be placed at the,limits of clearin wltli two rows .cif cord l/4 irich: Or thicker at leapt 2 f et apart running between posts with strips of: colored surveyor's Jhauillp, tied securely to the string at intervals no,greater 11;W3. fact d. plastic':Foncir, - 4 -ic l :%i ,'i.nternational orange.." plastic(polyethylene } or b frtt i€i secured t cc�rrverlticnati petal "'i `Uz"U'I hosts driven t© a 'mini.crxuln: depth Of '18 inch on 6-toot tni.uirrrurn centers shall be:installed at .h e,1imits of cle<tr.ittg. "C to fence houtcl have the following minlinuiri physic t Cluulitie Tdnsile yield: Averagp 2 000 tbs per 4400t`w'idth (AS`iM.: 638 Ultimate, telnsile .yield:: Average 2., 00 lbs; per 440at width (ASTM 6,38) fongatlo.li at Greawr than 1000% (ASTM D63,8) the luc4l resistance,.., Inert to most cheraicals and acids e. rtrtli 'Berrps - T rrlpr ra.ry earth berms shall be constructed according to specifications. fora TEMPORARY DIVERSION DI 3«9�. �arith the 4se cif t: �e berrn oft the tree side located atc;ng the limits of cleat t: Earth berms may rrdt be,:used d for this purpose if their .p.resence will conflict With drainage _patterns. to:osaned. This procedure shall berepeated every `'18 inches bruit 'all of the .compacted soil'beneath tht;.:crown of the tree has been eloosened.. b Repair of Darnage >ty marriage to the aaw , truti,� or root system of any t.ree..retained on the site:.: shalt be repaired immediately. Whenever Im jor IrQot or bark damage ;occurs, rcinove.soine-1oliai4eto reduce the demand for water a nutrient& Damaged rc ots shall immediately be cut off cleanly inside the expo ed or datr aged area,. Cait surfaces shall. be: painted with approved tree Paint, and. t foist 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 rttc lute undatalaged area, taper the cut a t:he'top'a.nd bottoms, and p.rovicle drainage at .tuna; base. cif thee wound (Plate 3,3878). All tree linibs dairiaged during construction or rennaved for any other reason sluall be cut off above the co1.1ar at the. preceding branch llueticix. (Plate 338�8). 6): Care for seriolus injuries shall be prescribed by a forester or a tree pocia.list. C. Fertilization; f3rctt�lleaf trees tlitir have ken stressd or darrlaged shalt re e.ive a heavy ;appltca o . of fertilizer to aid their recovery. vo.cya 1 Tiee5 shalt be fertilized in the late fall after October-1 or the; dart y spring from the t;tne Eros out of 1 ground t t is the 1 d until ltiria 1. ball. P g{ 8. y � applii atitins are preferred, as the nutrients will be made available over a longer period Of, time. 2) Fe1 tiyl:zer shall be applied to the scl over the feeder roots (see. Plate 3`38-4 I,t Io..case: should it be applied closer than. 3 feet to the trunk, 'pule rv.ot sj!stertil of conifers extends soaite distatrce beyond the drip tine. there .ase the area to b6 fertilized by one fourth the a:reri of'the erow.n. P'eTtil zer shall b app.lied' using approved fertilization methods and eq4ipM0flt. 1992 «3 SNOW FENCE CORRECT METHODS OF TREE FENCING ING CORRECT T. TRIANGULAR BOARD FENCE INCORRECT G:QRRt U ORREQ.T. PRUNING G" DAMAGED R ANGHE Source: Public Facilities Manua Vo � P61r�_� CoVa«l 76. lae 33 8 ~ G a Z o �a 000 �14 Z oo 04 N U LLW a 2 W 11 W W s z W w Z Z � Z W U j (DZWWU!>W ZZ5-(5�-oE� s J>ZUW(1)0 <tj � New ¢QZ< ZUJ� W z F- E' 0 (.) << o a 8= �- � a m o(D(j)J) Q XZW < Q_ °' > di w $o F- o U) w o o REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-6 t'ROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNAMA GISTERAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com �F,pLTH pF O NICHOLAS T GEORGAS r Cert. No. 001653 01/03/20 scq PE p�G�� rSHEET TITLE: j TREE PRESERVATION NOTES AND DETAILS SHEET NUMBER: C-703 .., •.• ... ..... "'if.. REVISION \. REVISIONS R.Ev # DATE BY: I .G, 0 0:. In n ER Q 0. oi El .4-0 0 Q-0 0 Q b 0 0 .0 o'.0 0.0 .0.0 G. 0 0 0 0.0 +0.0 0. 0 +0.0 .0 +0.0 o +0.0 b . o b . o " b 0 .0 'b.o +0.0 o +0 .NOTE: THE FINAL SITE PLAN CANNOT BE APPR,0VED U.NLES.S. AND *UNTI.L. ALL THE OUTDOOR LIGHTING INFORMATION REOwmEv By zb. 32.6.2(K) IS PROVIDED TO DEMONSTRATE COMPLIANGE WITH ALL APPLICABLE OUTDOOR. LIaHTI.N.G.. R.EQUIRE'MENTS.AS SP . E I CIFI.E.D I:N'Z.,..O. 4.1.7%, AN. WITH ALL OTHER: APPLICABLE COND'ITIONS F ;APPROVAL ESTABLISHED THROUGH PREVIOUS.LE-C3.1-SLATIVE ZI NING APPROVALS... BASED ON -_rHC INFORMATION PROVIDED, ALL. DIME:NSI,ONAND LU I MINAIRE LOCATIONS SHOWN RE.PRESENT RECOMM.ENDED, POSITION$,. THE ENGINEER AND/OR ARCHITECT KUST D.ETER.MINE. APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS.LIGHTINQ PATTERN REPRESENTS ILLUMINATION LEVEL LA S.GALICU . TE:D, FROM LABORATORY DATA TAKEN UNDER.CONTROLLED cbNDIT1.ONS.UT1LfZ1.NG*- 104.RREN.T INDUSTRY STANDARD. - LAMP RAT . I I N.GS* IN ACCORDANtE.W.ITH ILLUMINATING E.NGINEERIN0.513CIETY APPROVED METHODIii.. ACTU.A.L PERFOR.MANCE: OF ANY MANUFAICTURERS LUMINAIRE MAY VARY DUE TO. VARIATIO.N IN ELECTRICAL VOLTAG,E.s tOLERAN.r-:E IN LAMPSAND OTHER vARIABLE F . IELD CONDITIONS o 'o ". 0. 4- 'o . 0 0 o + Q + 0-0. 6 :Q 4- 0.0 0.0. 4- o:. o .0 +0,.o 4- .0 �o 10.0 .0 + 0,0 -Q.. 0 o . Q o o +01.0 + oil 011 0 +.. 0 0.0 0.0 Q 'o G. 'b.o 'o.0 'b.o "o.-o' ,0:. 0` 'b.0 `6.0 -b-0 +o..o +Q.q b.o '0.0 0.0 0.0 +0.0 b.o bo b.0 'o'o '0.0 Uri i. t's Avq Max 1% max:KUL PAR t 0 1� G P. 79 4_6 6.5 5.514 9.26 to .vaniflafira taLS1.18415 IiAvinft .luu ALUEKAKTZE, VA 1`0; KIN PLFA�;E FUMAIL (),� FQR PRICING Doz 47-mi Lvam-na -�'Qx'lpt 1.011 po-1 .......................... 25k: t:E riid Llk'K 11EIGHT ALBEMARLE 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. r 0) ... I � LLI 0 Q) z I.- Z (19 _j IN Q I? 0 1�� D 0 1� ... I A i T 1.1. 0 T !.) (0 C� " I 1:: >_ C) IT IX) I :E U) _j m a * -,----,--",,] Type: 1: _ aim a a 0% m1m KRIES - LEGAREA SPECIFICATIONS optical System ...5 , tale�UfAheikt fine plete Akone,uplk $.b �KA �e liver � induAry-Naiding optir4k Controtwithan int�.�groti�dg�i�kvt,tQpiu%.(tje . . !Pdo rated 5e4jQd oploca.1 charnbgr III I,compwient, I . . . , I 4 Proof . letaij . Olco . fie ferra I ctur oplics I 0wovide enf�pflqqdl rqlwerx4a asid uji.iformity. In IESJ�jpui 2, 15VVjT ano FTX � . , . I . � � . I , . . . I :' , c ,�Iffi��hi*,�Ot��4iiii��teii4ld0ai�tity0loWor r,4c;%�,ilLilA�e�itdpiV�id��atypICOII��ghttran�(ilitiOOtiiof934�� *ZemUV6hL * . I . I � AvaiNOW in �MIOK4606X, 3000K, and 270OV'w1w1emper�0urv,s p�r AU C la,371, Ahwavadj4blo in Ph9sphr)f cgnvet led � � � - . . . ` , , . I . , . I. . AInWt�rwn�(Iltf4rtgsy for avaiif.4116 -4,1!rifrtlf)IT�(:Wfjflf)�opti�);lalwcRI4,�41144k�'(01�siitf�,�tqryfqtjt4dtilli�, � , -1�it,-�gr�tt(itf,�,er(iti�optiunav-.iilabfgt6ftfylptpv,"I,L-,�i�k%ltgl-.t�Pti(fu)Wi(IIQV,tl,tttirlr,11-,gstti?.Qt����,�l�ptibrmagwt., : Hlgf�'J I , ri�f 1.19 V, ,*rforiiiiiiic��itivitfeato,ii��6�4�f-wi�Ago,uI if- lug IficrikiffiLuit and ovjut (Vmpimitum pvoi(c�tjvfll (�t.OVd,,'ty)tiil�il�j(10���-10.019�),�l-tirid�iiij; � , . I I . , .. I Voltage 11 �Q�v� Vac) Input �Iji' � 0 Hz. or vplinn t High Vo tage (34 � .�Orto�Afd vnr�er$j I . I W I ... 0 q 1, 7.,Qo V40� �Le,001�uiiii: Life�->16,OkHoQis - I 0 . .Tcitm iiamnoalc dN%.QTtjQA;.<201ti - Oper,Aing kemperatote. -40'C to,:+50'C 0101 to ,:) ��'F),421, lunwn P;��kaq�,� (�dtxl to 00 C, : loput kw4rmO� cwutant gver life. . . . . Field re. I . pikeablki 5urqk� prote0an dIgvice Inee" a III 1"471kUll category C Low Qpef4Qn (per ANSOEEECQ�l 1,21, . High-efflory UfjimounNd to trietal-rore c4ruitim"Ord to mi;4m4e beat dis.-,i padqn � . rreminot 41o�kptovtded accepIs Up to I Q94 wire, . . - �. I 13,up I - I ,*- I � I 00mm) , - - - : cumpofieflu ife Qly�lmmiud in polling frldt&lal for mobtum gesi.1tance. Ofiver cgrnplfe;*t� Fr-C Wvdind% Miver and ke�, i � I I L I 'r-7; etectignictOmpgoem on emily be iitce,,�.wrl� rlmu�6-g- , N _ I �e` 119timl constitittion .. I I W_ - Rugged die�ca�t alu 4flum howlf�q c,fintaim 40gry P.tewlied dn�vf Initl 000�0; idlit, Cast atumInum wiring acm,i door _1 t- 'I . .. lowted unirlem�ath. . Ve.�Iriqed tij mQuot to ult.1dre or f0mild polim � Luminoille Is ptoodly manufactuted it) lh��, U.S, QW,$.ano inrlpono piirt�, I . - - . , . , - , : 9175, 1,21 1, (t9mm) . IP6.6 r4to luminalm pro�.eI;6 Intggrol tQWOUI1104. ffUtTilhillih 0*9111POnt-1, . I 1:: . �. - .+ .. 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UoWdv.5 quick & kz,]��t 4<tevs to k114 eter t1kal curn, . , I r pattingifyof in�Ulllagi5exyidnq. .1 I � I . :I§jil�.d.,�4,teirliih.4l.blckk�iplo�ld�i�'ilw�cl+klana,4�o�y.+i) � wM . ; � L�..wfdrq uilhei �wt�� trAtitionitil 3,611 patteff . t hir. ea: I -,4 t4vialfbg of ks pr9dod.c + . . . watrantly .. 4 WL� LED Fl�(kge! 44ify 0,�e3r Waftsinty, I I uAlngs . . � - 05ted kq WL f$94 anrl Uli, 875U� + - RaHSCompli4rit.. - Amerk : Ilk 9+ik . � . � I . an ,civ '� and Relnyestmerit Act Fu4dinq Compliant, � � �.jDAruto.pli�fit�vil'tit3000Kfult)rteff�p-,i�itutesel�-,�,tio�n, I . . - Tldg:24 Con)PI1411ti.jee IcKol Qidin4m;e.fqr cilijalificatlQn In(wrijolipm . . 5ultalItef�rwaktocittiam, I -ro wtgd Luminalm, IPOO rated 9pilk4l diambo - 313 rated for ANSI C 1 3o.31 high.vibratign aprAkauiom ttr� r . I P 6 6 '0"' AF18A o@us I�N It F""Us';4w 1 ,�j ,^ ROM .1ft . �. 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S:V SR.m S - m/wAtslighting,com Notes- OIAEV�Qlll% ��-,Uf�ot�oti��u4ig(tl,<,4�ll,lt�.,).?Wi:i��uutt�l,iii<.i, , � � I 001 I\ I � , ,\1 % , (D z W LLI WU) z Iii z 5; L L i (!) w2i 133 9 (L I J) 0 � =) W < Q� 'm (D i_- U) =) 2 < < z < z U) 2i LIj — I-_ 0 0 < 0- ?=- r W < < 0 :� (D 0 U) �E D_ z o U) i) W U) < IX 0 U) W Z =� 0- z Q._ � > � I.- 0 W I-__ U) 01 1 REVISIONS COMMENT ORAWNBY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 I COUNTY COMMENTS CPH JCW 4 7123/2021 COUNTY COMMENTS CPH - JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 I ISSUED FOR _CPH JCW 1 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW N, I I ...0F THIS DRAWING 13 INTENDED FOR MUNICIPAL AND/OR AGE,JNCY REVIEW AND APPROVAL. ITISNOTINTENDEDASA ISE. C CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. - , - �, " ,E .11 ;�� N _ .. � 11 � � � .* z� � I I � _�' � ; I . 11� I , � [I � .111,� T, 11 Know whatfs below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. IF- ISSUED FOR j ,, CONSTRUCTION , O' PROJECT No.: V172065' DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I. D.: SPD-6 N� �f PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA I 5 . O.. T ,_r , � B tiL E R , ii, 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 1%. VA@BohlerEng.com T11 —In Olk HN C. WRIGHT .0 Lic. No. 046960 1 �f io I , , 11 P 5/9)'2022 11 I 1-1 I � 1� " , I , - I ,�.,_ L ,.: NA I,, SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: C-802 'r 0 CAP ROO RAM DATA\BOH LER\C3 D2020\TEM P\ACP U B LIS H-81 40\V1 7206 5-S D P-5. DWG PRINTED BY: CHEDGES 5.14.22 @ 3:29 PM LAST SAVED BY: CHEDGES __ - - REVISION 8 - 5/9/,2022 1 1 1 1 ..... I . . . . . . . . . . ,,%%% ""�,,,,-,,,.""�""-"""�-11 0 x or �d+xa es ti. ::(. Y � SF f) 4 T!!tJ CZNTLRP%T TtP F r[Pa:z,�'c 2x4 P.T. GAP PROVIDE MANUFAC.TURER'S STANDARD CAPTOR ALL POSTS 2X6 WOOD: NAILER TOP AND: BOTTOM: COUNTERSINK UBOLT FASTENER8 WITH WASHER FOR FLUSH INSTALLATION OF FEiIQINC NEW NbRTHEkN WHITE CCOAR DEFENCE (CLEAR STAIN COOf3D1I}ATE WITH, LOCATIONOF 2X6 NAILERS. HOLD FIANCE .BOTTOM 6". ABOVE COKRETE P?AtI HEAVY DUT'i vDIA STEEL GAP,10,IIZED STEEL F?051', SST IN CONR'rTE F,601f 'STEEL 11-130LT, TYP ( HAUNCHES AT POST LQQATIQ; '~ 1'-6" DEEP 12' DIA,St)t'IGrUBE FOOTING UNDER PIPE S ECTION DETAIL AT FENCE AND PAD SCALE;' NJIS. TRASH ENCLOSURE DETAIL NOT TO SCALE u D r u D u u u CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. NOTE: 1. SEE SITE PLAN FOR LOCATION(S). 4 4' : 4 3 o : v a 4 a Op ' a A 1:121 n 4 S ope .a . ° w d v TRUNCATED 4 u ° 1:12 SLOPE T_ DOME PATTERN "REM'. II-r :,: I = 1 NOTE: i 1 I (I ii` -III" ITf ' x'' i l I-11 (I I I 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT —� - f �'=1 9 ADA ACCESSIBLE GUIDELINES. =1 1 —III=1 IT- I MIN. ADA ACCESSIBLE RAMP DETAIL BOLLARD DETAIL NOT TO SCALE NOT TO SCALE JJJJJJJ JJJJJJJJJ JJJ_' ' ' 1JJJ °2 JJJ_ 1JJJ ���_ S 18" SQUARE CONCRETE I��� JJJJJJJJJJ ENCASEMENT JJJ JJJ (3000 P.S.I-CONCRETE) 3,000 P.S.I CONCRETE ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE 1'1.' :�. A�:;a �•wM;?: •i:f'a H •,ice ••rti•,•S 4I •Y / •yt t 4" SEWER CLEANOUT CAPS' — i : •r ;:: ' : ':` J... I Ii—T (�I I-1' . SAND CUSHION — �i�l'' 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL 'LU14 KUAU is bKIUCjt 51ANUAKU5 A CG-12 PERMISSIBLECONi II JOINTT�UCTION�S,� r ix 5 DOWEL, 8" LONG a 12" C-C B MA°X. i MAX I� B 5' S' TRANSITION GUTTER PAN SLOPE A TO 20:.1THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20:1 TO 200 THR000H RAMP LENGTH I 8'•0" Min. i 4'-0" Min, BACK OF CURB �121 MAX • 48:1 MAX. 20: 1 rMl". SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B 4- TYPICAL DESIGN 4' 4' 4' TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS - NOTES: SEE PLANS FOR LAYOUT 1, FOR GENERAL NOTES ON THE. DETECTABLE WARNING SURFACE,S£E SHEET IOF 5, 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4'WIDE) REQUIRED. AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 204AT THE RAMP OPENING. _I n 4. DIAGONAL PLACEMENT 15 NOT PERMITTED. 3 N o- C) 0 sir U g c� CROSSWJK CROSSWALK H O TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, VDOT REFERENCE CC-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SKEET 2 OF 5 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204,02 2016 ROAD & BRIDGE STANDARDS NOT TO SCALE 12't REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BOLLARD MOUNTED ADA PARKING SIGN DETAIL NCRETE PAVEMENT SECTION PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE -TO -ASPHALT DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE .......' .a COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) L4' CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE REFER TO FACE OF CURB 2'-0" TRUNCATED DOME PATTERN EDGE OF CURB . .4 4 LJ v. $LOPE .i y a' SL9P�E q . ' .1 �:1 MAX: ° A v 121 MAX.° ' ° 00000000 000000000 '4 x. a 00000000i 000000000 °. 4a n a 00000000 000000000 • • 4 41 n. n ° 00000000 000000000 I 5'-0" MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE 4" CONCRETE 6X6 WWM (10 GA.) 6" COMPACTED STONE BASE \—COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS FORBIDDING PURPOSES ONLY. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY CONCRETE SECTION NOT TO SCALE 4 rlt ACOUAI T CI IDCAOM rrnl IDee icnn o GA% (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 ASPHALT PAVEMENT SECTION NOT TO SCALE PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2'-0- 1" 1-1/2"R 1-1/2"R SPILL CURB & GUTTER COLLECTOR CURB & GUTTER NOTES: 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. CONCRETE CURB & GUTTER DETAIL rh IS O ISO 00 _Z o� 04 N � U W a W �o Z W W a g U' Z�ZU of W WU�U-U� a \�\ 0ZLuW()5; W w ZiCDF—Wp�� J> Z U W U) O w <c0 m(.DI � G Q < Z Q z z U) W Z � � of << 0 a-= 02o I J O U) W U) Q �zU) WWZ �-g J Wz < > o= �Z4 W 8� U � F u o�F a REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAW] NG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. ?v Know what's below. Cali before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SPD-6 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOER . . us E N G- 1 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 —00 ,�F,p►LTN •pF . L4 Z V JOHN C. WRIGHT �' 3 I .p Lic. No. 046960 �0 5/9/2022 s`S�4NAL SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-901 U m�..�.�W .�.... ., ...... ............_......................._......._.....__............... .................. ......................................... __... NOT TO SCALE NOT TO SCALE 2016 ROAD & BRIDGE STANDARDS 105 302 1. %a" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) 2016 ROAD & BRIDGE STANDARDS FOR DETAILS OF ALL COMPONENT PARTS AND GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103.11 SPACER UNIT 0 0 RISER UNIT �REOUCER /-Z MONOLITHIC BASE o , I I I PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS MH-2 0 RISER UNIT - - - - REDUCER UNIT BASSI UNIT FOOTING ROAD AM BRIDGE STAINOAROS REVISION DATE SHEET 1 OF 1 Io(s.o7 OVERHANG CAP UNIT 1" EACH SIDE SPLIT OFF BACK 2" OF ALL UNITS ABOVE GRADE TO MADE SPLIT FACE ,, ON BOTH SIDES SEE FREESTANDING 36 MAX. .WALL INSTALLATION SEQUENCE DRAWING AND VERSA--LOK TECH BULLETIN 6--•- >t GRANULAR LEVELINGPAD MIN: _6" THICK UNDISTURBED SOIL FREESTANDING WALL DETAIL. HARMONY UNITS -AT GRADE SCALE; 3/4 1) As mum THESE PRFIOMIEIAHY L7far+V9S ik?i iCITENllzQ is AN Ait? IN DESIGNING.. ,� VEiSAL%TK HARMONY q TTAILS. ATTRACTIVE. DURABLE RETAINING WALLS )TFf ycR A-Li)K, URNIIS ' FIHNAL. 01;TERMINATION:OF'THE 5UITABILTTY OF A"' lNFORMsiTION•OR MA'EEIRWL FOTT; "i T!JaE (OItTtMPtgtED A<aD NS; MA'TcaE€R.t7H DSE..IS THE SOLI'il<1ttFL WlfiT (tESPQNsll3l (IY OF THE USER A FIVAL, PTiC�JEL'T SNECIFTC Di51vN S}IQi)ED �. _ .: zt FREESTANDING WALL q£T�L tz/xatti B� PREPARLD:.B1 A QUALIFIS0. UCLrSe 'PROtESSIO�`#a1 ErtGSNEE€i:• (�4Dlt1s) a a5 ta�(R9t?71(O ao�e ' CI 5p5a ywYsa:•t.). c�K o.litl t2() % , > .l� 6017 . wsf x r+s:wai. ST-1 (14 GRADE 50, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) !g7CORROSION RESISTANT MATERIAL * REINFORCING ROD CAL SECTION '• NOTES STEPS WILL 8E REQUIRE INALL STRUCTURES WITH A DEPTH OF A •'A 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF STRUCTURE WALL. " MAXIMUM STEP SPACING TO BE 16" C-C. " I"T STEPS SHAD. WITHSTAND A MINIMUM NIMIUM FORCE OF 300 POUNDS WHEN EXTENDED 4/i' FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMA.Y SPACED FOR THE ENTIRE DEPTH OF MY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR iAIVEN. 1( MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION. OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDE WITH SIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO.CORRUGATED KNURLED, OR DIMPLE SURFACES. 1 ALUMINUM STEPS SHALL BE FABRICATE IN ACCORDANCE WITH ASTM 8221. ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASE N MASONRY SHALL BE UNCOATED IFORMLY SOLVENT TYPE, ASBESTOS FLLEDALUMNUM PIGMENTED COMING CNFORMINGTFEDER& f%. SPECIFICATION TC-C-00408A. ALUMINUM STEP SPECIFICATION XVDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 • • +. TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS �• s SHAPE TO ELEVATION O j ID LLAROF FGES P IIPPE I CONTOURO ' .. OF PPE I I I I �j A• SLOPE TO DRAIN TO INVERT 9 OF OUTLET PIPE SECTION A -A n METHOD OF TREATMENT IN DROP INLETS V NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ \ THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF ` , SLOPE TO DRAIN TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTS ` • N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1.EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE I :• ;:: "'•, '" UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, • i� i7'ei��:':i. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE : )•;: iC{ ;:::., n! SHAM BE LEFT SMOOTH BY MEANS OF HARD TROWELING. NONE I OF THE COARSE AGGREGATE SHAM REMAIN EXPOSED. A , ' DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ` ` a ' + ° • 'ALI PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED -- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AD OUTLET CONFIGURATION AND FLOW LINES. SECTION B-8 PLAN METHOD OF TREATMENT IN MANHOLES ROAD ANNDXVDC3IS ANDARDS STANDARD METHOD OF SHAPING SPE a"► SHEET I OF 1 REVISION DATE MANHOLE &INLET INVERTS 302 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS I. A .{ Ew-I,IA i I -I II- - SHAPE TO BE BEVELED -------- WITH MORTAR I FLOW Y-B------------- -- DO NOT 0 BEVEL INVERT - - - - F NOTES: I. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, CULVERT (WHERE THE FLOW ENTERS THE CULVERT). DITCH SLOPE, OR SHOULDER. 7.HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE a.ON SHALLOW FILLS. WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER SHEET 101.02. LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 4. THIS STANDARD TO BE USED WITH 5rRAIGHT CROSSINGS AND ALL SKEWS(O' TO 45' ). y 9. 74" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT. EW-1 EW-1A 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" 0'-9" 0'-11" 1'-0" 1'-0.. 8 0'-11" 1'-I" V-3" V.6" 1'-9" 2'-0" C V-4" V-7" V-9" 2'-2" 2'-6" 2'-9" D 1'-0" 1'-3" 1'-6" 2'-0" 2' 6" 3'-0" F 0'-6" 0'-8" 0'-8" 0'-9" 01_9.1 O•_911 H 2'-3" 2'-11" 3'-2" 3'-9" 4'-3" 4'-9" L 4'-0" 5'-0" 6'-0" 8'-0" 10'-0" 12'-0" 0 W-11/4' 0'-I Y4' 0'-2" 0'-2%2" 0'-31/4' 0'-3N" b 01_1., 0'-11/x" 0' 1%2' 0' -2" '- O21'le 01_311 CUBIC YARDS OF CONCRETE GONG. PIPE 1 0.241 0.492 1 0.697 1 1.319 1 2.067 2.947 C.M. PIPE 1 0.257 0.521 1 0.739 1 1.398 2.198 3.145 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"x14" 30"x19" 34"x22" 38"x24" 42"x27" 45"x29" 49"x32" 53"x34" A 0' 8" 0' 9" 0' 10" 0' 11" O' 11" V-0" 1.-0" 1'-0" B 1'-2" 1'-5" 1'-6.1 1'-8" V-9" V-10" P-11" 1'-11" C 1'-8" 1'-It" 2,-V 2'-4" 2'-5" 2'_7" 2'-8" 2'-9" D V-2" V-7" 11-10" 2'-0" 2'-3" 2'-5" 2'-8" 1 2'-10" F 01-8" 01-8" 0'-9" 0'-9" 0'-9" 01_9.1 0'-9" 01_9.' H 2'-10" 3'-3" 3'-7" 3'-9" 4'-0" 4'-2" 4'-5" 4'-7" L 5'-5" 7'-2" 81-6" 9'-2" 10'-2" 10'-11" 12--1" 12'-11" 5 1' 11" 2'-6" 2'-10" 3'-2" 3'-6" 3,-9" 4'-1" 4'-5" D 0'4/2' 0'-N/4" O'-3V2" 0'-4" 0'-4%2" D'-4Yq" 0'-5" O'-51/2' b 0'-2" W-2%2' 0'-23'a" 1 0'-3" 1 0'412" 1 0`21N" 0'-4" W 41/2" CUBIC YARDS OF CONCRETE CONC.PIPE 1 0.502 0.055 1.236 1 1.500 1 1.811 1 2.101 2.512 2.801 SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAD AND BRIDGE STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET I of I 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 101.01 9016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CG-i1 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE ro THE CROSS SLOPE SHALL BE 2X FOR Y ( A WIDTH OF 5 FEET. APPROACH SAME SURFACING A --AS GENERAL NOTES (RADIUS TO BE AS o C C AS MAINLINE ROADWAY (SEE NOTE 3) ON PLANS) I 65 I 1, WHEN USED IN CONJUNCTION WITH STANDARD GG-3 (RADIUS TO BE AS OR CC-7, THE CURB FACE ON THIS STANDARD IS TO -SHOWN _ _ SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB % CG-2 OR CG-6 CONFIGURATION. (SEE NOTE D I- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE e 8 SIDEWALK - USED WITH THIS STANDARD. �SIDEWALK (SEE w - NOTE 5) it OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 6L0'N LINE_. R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION _ _ --m----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION �-� EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ SHALL Nor BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS W, MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A � PLAN VIEW ENTRANCE NOTES 5. WHEN DIE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE - I + I GAD CHANGE _ _ - p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ (SEE LINE I5 REQUIRED TO PROVIDE. POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - '- - - - -----NOTE 7) THE. ENTRANCE. 8% MAX. - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE -� -- "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5_MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CO-11 IS USED FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A DESIGNAD STOPPING �cKr DISTAQNTCE° D VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGE B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 / •n. 7L, .c. (H.E.S.) CONCRETE � SECTION C-C ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 % LOW LESS THAN 500 VPD S 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION V DOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET i of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION O7/15 203.04 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 IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTE 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 BEARING SOIL. CIRCULAR PIPE 1. D ■ OUTSIDE DIAMETER OF PPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BA:KFLL MATERIAL BEYOND THE EXTREMITY OF THE PPE. X - 12: WHERE d IS LESS THAN 38". X . 18" WHERE d IS 38" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATE FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER kS OR LESS. 5. REGULAR BACKFLL MATERIAL MAY BE USE N LIEU OF CLASS IBACKFLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. S. BEDDING MATERIAL AND CLASS I BACKFLL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S 1 - OUTSIDE SPAN DIMENSION OF PPE. 2. S2 - INSIDE SPAN DIMENSION OF PPE. 3. R - OUTSIDE RISE DIMENSION OF PPE. 4. X - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S2 IS LESS THAN 36". X - 18" WHERE S2 s, 38" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 LS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFLL MATERIAL. FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER IW OR LESS. PIPE ARCH 1. S - SPAI DIMENSION OF PPE. 2. R - RISE DIMENSION OF PIPE. 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS I BACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 35". x - 18" WHERE S2 IS 36" AD GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS MID HEIGHT OF COVER 15' OR LESS. 6. REGULAR 13ACKFILL MATERIAL MAY BE USE IN LIEU OF CLASS 1 BACKFLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER W OR LESS. SPECIFICATION REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAD AND �s ANDARDS GENERAL NOTES REVISION DATE SHEET 1 OF 1 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS WP-2 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 i %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY GORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL. HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT 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 DE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, F F 7 ACCEPTABLE PAVEMENT P' 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT 0 B_ ADJUSTED TO ACHIEVE AN ACCE AI3L_ CROSS -SLOPE c 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-1-N LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE :IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. LvDCIT ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CG-6 NOTES: 1.. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED. OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB 9( GUTTER OFFSSUBBASE COURSES AND TO THETDEPTH SLOPE THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, D I �, P i"P1, P D D 9 D p D p p A A L A A ^ • D P P P O P P P P P P THE BOTTOM OF THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A A MAY BE CONCRETE MINIMUM DEPTH OF 7" )PTION OF THE CONTRACTOR IS MAINTAINED. ERENCE COMBINATION 6" CURB AND GUTTER ` - ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 261.03 ~ G 0 a o� C9 � w� LU W w U) z I-- 0� W w Z w H z W U ICD2U-U� e COZWw� jW 2 �t Z>--(!)-00 U _j>zUUiU)0 :D QtYm(91-� r I co < ,. Z Q 7- (n LUZ~gj o 0C) 0-F0� aM9w Q- �)UzOsm Q or_ z IL w �o ~ � o U) o� -F �4 ` I 2 ¢ REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISES Know what'S below. Ca!l before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I. D.: SPD-6 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA E N G IpIt�EIE R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com NGi Z , V JOHN C. WRIGHT Lic. No. 046960 5/9/2022 NAL SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-902 REVISION 8 - 5/9/2022 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SECTION A -A B L FRAME;&I WVE.k SEE. AG. S-I-D' _ E STREETSURFACE. OR NON -PAVED AREA SLOPED AREA 1 - 0'•MAX a• D" ` RUBBER C;PATED STEEL STEPS �, CAST IN PLACE a PRECAST REINFORCED CONCRETE St;C.'�ONS W1T�f "O" RiNG SEAL�� OR APPROVED EQUAL .3'"0'1 MIN THE DROP CONNECTION SHALL. BE 4 ,Q DUCTILE IRON PIPE .(CLASS 80) t 5" E)ACKFILLED IN 6" LAYERS AND COMPACTED B8 , HAND TAMPERS, OF 12 .MIN BACKFILLEO WITH <SELF--COMPACTIN MAX STt)Ni i MINIMUM ELEVATION DIFFERENCE, 1±ARIE ¢ 12' h i�I 12.MIN . 'ACROSS'MA. FROM INLET: TO 0 TC SHALL BE 01 ,20 FEEt r� A FILLETED ANVERT FORA SM0QT1 ' TRANSITION OF FLAW BETWEEN • INLET & OULET PI ILL BE PROVIRED. IZ' r 4& 3/4 QIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDIN..G''WITH No. 68':STONE NOTES; 1, BEDDING. THICKNESS REQVIRWENTS,SHOWN ARE. MINIMUM. A.ND $HALT L3l SPECIFI.[ ALLY DETERhiINEp BY THE •CONSOLTANT: FQR.TF,iI- SOIL CONDrnONS. 2. THE CQNSULTANT SHAD ;DETERMINE. WHETHER MANHOLES .SHALL HAVE EXTENDED OR. NON --EXTENDED BASES. 3: ALL JOINTS, LIFT HOLES,::INLETS; OUTLETS TO BE s ALI b & GR(3U7ER INSIDE AND Cl 4 .SPECIALICONSIDERATICN_ SHALL.:BE GIVEN FOR ENTRANCE Da 51GN qN SEI&ERS WITH STEEP SLOPES: TYPICAL. MANHOLE :WITH DROP C:ONNEC'IJION NTS FIG; 5-I-C TO-28 2016 ROAD & BRIDGE STANDARDS Ni THE LETTERS V.D.O.T. ARE OPTIONAL. F USED THE LETTERS ARE TO BE CAST IN THE DEPRESSION W OP OF COVEASED lb" HUH As Sil4owN. ❑ ❑ ❑ _ FINISHED A ❑ ❑ ❑ ❑ A N DIMENSION ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ LETTERING /� OPTIONAL J O ❑ ❑ ❑ ❑ *PROXIMATE WEMT CAST IRON FRAME 174 ± 9 LBS. TOP COVER 137 ± 7 LEIS. B 23Y'4• DIA. 22" F' Y4" x %" SLOT fl 201 DI/� Q 14„ w p-7 " DUB 22' DIA 6. }I T-04" DIA. SECTION B-B BOTTOM r SPECIFICATION ROAD AND BRIarSTTANDARDS STANDARD MANHOLE FRAME AND COVER R ENCMF 224 SHEET 1 OF 1 REVISION DATE ARGINA DEPARTMENT OF TRANSPORTATION 302 108.06 302 2016 ROAD & BRIDGE STANDARDS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ......._. f, 1, .. a24MIN� 4 MIN$ - INITIAL BACKFIL' a° a" MIN ! MIN MIN 1 MIN' T 6" BEDDING r U f ,` #68 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 - _ v4�MIN INITIAL BACKFIL L 14�MN UNSTABLE 8• a JIN" SOIL MIN MIN MIN#68 STONE f ' � GRANULAR FILL AS 7. APPROVED BY ACSAy �T ,BL �20 Z STABLE SOIL OR ROC` NOTE: I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD-2 ANCHOR EXTENDS INTO S€DE OF DITCH I DCTCif LINI n'7 z _ - P.L PIPE N. 17-71A GRADE SPACING 2QX TO 35% NOT OVEl 35%: TO 5Q,-. NOT OVER 2#' 50% W GREATER NOT 0VER•16, PROFILE TYPICAL `ANCHOR ...DETAIL.. FOR., SEWERS ON GRADES 207. AND'GREATER N.T.S FIO. $�4 - (4) 1" (25mm) DIA HOLES 1 1/2" ON 32 327 1/2" DIA [38mm BOLT CIR//[699mm]L] 26 1 /4" DIA 7" �- [667mm] �I [178mm] 24' DIA Ik [606mm] I� 28 7/16" DIA I 5/8" [722mm] I [116mm] 36" DIA 0 20" [914mm] [660mm 1 1/2' FRAME SECTION 13/16" r [38mm] [20mm] 11 Z" (51mm) LETTERS (RECESSED FLUSH) 3 1/8" 1/2" _I [79mm] 22 13/1 [13mm] �1 3 13/16' 2 1 /8" [54mm [97mm] [579mm] 0 25" 1 3/8" [635mm] -- 1�/1m" [35mm] 9/16" O.D. OF GKT GROOVE [ ] [14mm] SECTION VIEW 1 4" DIA 6mm) CAM BOLT r SEE ASSEMBLY DETAIL NEOPRENE GASKET (2) WSHR 1/16 X 5/8 X 1 1/2 S (2) CORED E WPICKBARS 1 5/8" RUBBER PART# 00981045 (2) BLT HEX 5/8-11X3 1/2 SS [ 5m 5mm 2400" [41 mm PARTf 00981250 1/2 1 1/8" (29mm) DIA BOSS [6mm] [13mm] •63 DIA. STAINLESS STEEL ROD (2) W R 5/818 ID 1.50 OD SS PLAN VIEW PICKBAB & 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. PAR `f 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (2) 1935R LOCK LUG (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E PLAN NG. . ANGHOR.0,0. 1 AT FIRST JOINT ABOVE MANKQLE,. FRAME & COVER (SEE FIG. S - I - D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREAJ,,,fzcrcrrzr��r;uvuvw 1 0" MAX {� 2'- 0"�. RUBBER COATED STEEL STEPS CAST IN PLACE 3' - 0" MIN PRECAST REINFORCED - CONCRETE SECTIONS I 12"IN "0" RING SEALS �C 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H.5" I 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. I CONCRET b VARIES DEPTH OF FLOW FILLETS !( CHANNEL TO BE .................................. 3/4 DIAMETER OF - CONTRIBUTING )-- -- _•_- - -- ___. SEWER. TI A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE - PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FCVHE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE_ SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A m E E NE E U1 00 wV)bi iq E Uj cn ED 00V) �E 0�CK ¢ a O M, OU DOO _j E �a E U_ I� E V) N I N w `. a v w 0 0 LD 1_ E of FDELj O CY oov� - EY c( Ln NLU � EN Nc�ca W _ w OJT _" Lv 0 6 d- w o E �Z o E� E E= _j E N �O w E r) H N E E E L0 u z000 ODD �u O O z 3 ¢_ ¢ O E CA ,tE QE E, of U t �� \r, tLU 0dE- fn W N N O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-26 TD-25 TD - 21 w z I 3000 PSI CONC. BASE _--.--- BENCH SLOPED TO FLOW CHANNEL 1 /4" P MIN �r i 1� . BRANCH 12 ' 1.. -I -......_ .... _..._.._I _.. t... I._ f FLEXIBLE CONNECTION-J �_i NOTE: WITH STAINLESS STEEL i EXIISTINOGNNECTIONS O BAND MANHOLES SHALL 1 BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1- B GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL i„ � i 824"MIN a" I INITIAL BACKFIL' 24MIN a" a° MIN MIN; MIN MIN INBEDDING #68 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 �14�MIN INITIAL BACKFIL' I 94"MN UNSTABLE a" 8. I a• SOIL\ MIN MIN I MINT- MIN 968 STONE \ ` GRANULAR FILL AS f APPROVED BY ACSA TALE rS `dAOcn STABLE 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. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD-2 i1 � ... n' YrH :3 h <F J s` "t,)a - {?G61Nki 7,1 f_TEiii .e1 I ...... _....... _......... ............ .:.. . c a S.S PROVIDE A ," THICK GRAVEL B a BENEATH THE FhETER VAlil:f, 2. PAIN€tt(J4S L°.:1.LL THICKNESS FOR PRil CAST OR POUR -IN -PLACE VAULT'S SHALL BE 4 M€N I'l WALL 'THICKNESS FOR VAULTS CONSTRUCTED CIF MA'XNARY B10,C K SHAI_t. af, 3. rr€ oursirx or THE VAULT BELOW GRADE SHALL BE f'OA'€'FL WITH AN APPROVED WATER PROOFING CUill PF)UND. TYPICAL METER VAULT (2" METER') FIG. W-'7C: ............._...._. rD-1.3 TD-23 PLACE 5' GALVANIZED " WITNESS • POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT (4 TO HIGHWAY DEPARTMENT APPROVAL. I! FINISHED GRADE -� ADJUSTABLE VALVE BOX W/ LID � I Z N i I � 1 � : m.:::...t........_....._,:::::. s M.J. GATE VALVE WATER q1 ' I1 Q 'r: LINE 2500 P.S.I. CONCRETE 2'x 2' BEARINGAREA. THRUST BLOCK 4.d v NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAI TYPICAL GATE VALVE EME SPRI C NO. 68 NTS FIG. W - 5 TD-8 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE I(ALL PIPE) NOTE : ].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 INSTALLATION IN TRENCH NTS FIG. S-3 TD-28 ~ c �w z a F Z o� ae Lu s W '^ r,y y tt83 W RIP ZZco0 a W(D�U-U_� w W W in Ltd U Z}CO�p�c/) s ��<cy_M t c���QQZ 00<IL (D CO Q Z z 0 0� W Z � D_ < wo � f= 01 REVISIONS REV DATE COMMENT DRAWN BY GHEGKED BY 1 3/6/2020 COUNTY COMMENTS CPH JCW 2 8/20/2020 COUNTY COMMENTS CPH JCW 3 3/31/2021 COUNTY COMMENTS CPH JCW 4 7/23/2021 COUNTY COMMENTS CPH JCW 5 8/4/2021 COUNTY COMMENTS CPH JCW 6 3/25/2022 ISSUED FOR CONSTRUCTION CPH JCW 7 4/11/2022 LANDSCAPE REVISION CPH JCW 8 5/9/2022 ACSA COMMENT REVISIONS CPH JCW THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 1/3/2020 CAD I.D.: SDP-6 r PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA L L � - - -�--.°N - "' EN GINE ERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com F,�F,pLTH pF . z . V JOHN C. WRIGHT .p Lic. No.046960 5/9/2022 NAL r-SHEET TITLE: WATER AND SEWER UTILITY DETAILS SHEET NUMBER: C-903 REVISION 8 - 5/9/2022 u� C:\PROGRAMDATA\BOHLER\C3D2020\TEMPWCPUBLISH-6140\V172065-SDP-5.DWG PRINTED BY: CHEDGES 5.14.22 @ 3:29 PM LAST SAVED BY: CHEDGES