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HomeMy WebLinkAboutSDP202000004 Plan - Submittal (First) 2020-01-14CONTACT INFORMATION REFERENCES BOUNDARY 8 TOPOGRAPHICIALTA SURVEY: ALTAINSPS LAND TITLE SURVEY. SHAMIN HOTEL STATE FARM ROAD ALBEMARLE COUNTY. VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO. SVI1720653 DATED 4r-2N18 ZONING MAP AMMENDMENT: ZONING MAP AMENDMENT 2018-00005 FOR PT HOTEL. LLC 1620 STATE FARM BOULEVARD RIVANNA /M ASTEMAL DISTRICT, ALBEMARLE COUNTY. VA PREPARED BY BOHLER ENGINEERING PROJECT NO V172M DATED JUKE 18 2018 REVISED APRIL 15. 2019 VIRGINIA STORMWATER MANAGEMENT PLAN VIRGINIA STORMWATER MANAGEMENT PLAN FOR HAMPTON INN VSMPM/PO2019-00N7 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT. ALBEMARLE COUNTY. VA PREPARED 8Y SOHLER ENGINEERING PROJECT NO V172M DATED- AUGUST 2. W19 REVISEDMYVELWR 25. 2019 GOLBRNING .AGENCIES ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT CONTACT TIM PADALINO. AICP - SENIOR PLANNER 401 MC94TIRE ROAD. NORTH WING CHARLOTTESVILLE. VIRC~22904-45% (434) 296-S832 EXT 30M (P1 VIRGINIA DEPARTMENT OF TRANSPORTATION CONTACT: ADAM MOORE, RE - ASSISTANT RESIDENT ENGINEER - LAND USE 701 VDOT WAY CHARLOTTESVILLE VIRGINIA 1434, 422.4782 (P) UTILITIES ALBEMARLE COUNTY SERVICE AUTHORITY 188 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 CONTACT_ RICHARD NELSON (434) 977-4511(P) DOMINION POWER 1719 HYDROLIC ROAD CHARLOTTESVILLE, VA 22901 CONTACT JUDYMATTHEWS PHONE' 1434) 972 - 6738 E-MAIL: KELVIN.M.PNRKERCIDOMINIONENERGY COM GAS CITY OF CHARLOTTESVILLE 3D54TH ST INN CHARLOTTESVILLE. VA 22903 CONTACT' CHRISTI N CHIRCO PHONE. (4341970 - 3811 E-MAJL CHIRICOCOCRARLOTTESVILLE.ORG COMCAST E-MAIL PHILIP PERRY@COMCAST.COM FINA SIT P AN] WOW E -1 I MINI TO 11 (a) 00 al lj!MRI I NJ - LOCATION OF SITE 1628 STATE FARM BOULEVARD TAX MAP 07800-00-00-06500, 07800-00-00-06400 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA N w t E SITE S LOCATION MAP COPYRIGHT 2016 MICROSOFT CORPORATpN SCALE' 1'-ZOW OWNER/DEVELOPER PT HOTEL, LLC 20DO WARE BOTTOM SPRING ROAD CHESTER VA 23836 MICHAEL SWEENEY W4-n7-90W PREPARED BY TM ` BOHLER E N G IN E E R ING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: JOHN C. WRIGHT, P.E. SHEETINDEX SHEET TITLE SHEET NUMBER IGEMERALNOTES COVER SHEET C-101 C-102 - C-103 PROFFERS C404 ALTAMSPS LAND TITLE SURVEY SHAMW HOTEL C-105 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 C401 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-m/ LIGHTING DETAILS C-602 CONSTRUCTION DETAILS C-901 - C-902 WATER AND SEWER UTILITY DETAILS C-903 TOTAL 22 APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING i ENGINEER INSPECTIONS i AIRS DEPARTMENT OF FIRE RESCUE I ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT j ln4 z w~ z {% W �rX a Z fn La w z�am� W w�(D2L))-vwim $w zZ5-=U, -w - Ui 5 s t UJ >2UrUz �0� 1.r c=i»�QQ2Q 0 0 r. W Z F I- Y+ �i Z<aaatp< Y t 3 z z 0o�UJ J az a� U e. W I p V) d I � REVISIONS IEVi DATE COMMENT T.i< DR�1wN[:15 W7Ek'�fn!C>,a 1.PXHCP,, MI6f.W 777 P£Ytw ANC NKRaC^;n. � �S.MGi 10.ii,A%C:i :. O]n'ciRVC113t :�t[SS NAICAS£U ::�-: �. K- w11atS l)e40W. Cad eelae yuu dig ALWAYS CALL 811 n s fast. il'S free II's the law NOT APPROVED FOR CONSTRUCTION PROJECT No V1,2Gfi`i DRAWN BY. DISH CHECKED BY JCW' DATE 132020 CAD I.D. SPD-C PROJECT FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON 1\\ 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA m BOHLER F N G I N F F R 1 'N 1; 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax (540) 349-0321 VA@BohlerEng.com V JOHN C. WRIGFIT Lic. No 046960 0, 1'3/2020 SHEET TITLE: COVER SHEET SHEET NUM�GBER: e101 REVISION 0 - V3/2020 H'11 TV1720650RAWINGSiPLAN SETS'.FINAL SITE PLAN'.V17MWSDP-0DWG PRINTED BY CHEDGES 1.0320 M 1112 AM LAST SAVED BY CHEDGES GENERAL NOTES (R" 1rm19) 1 THESE PLA AR V NS E SOLEL BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOILER 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 ACTU I AL S TE CONDITIONS DIFFER FR T N OM HOSE SHOW 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 SPECIFICATIONSIREPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENT TH S. ESE NOTES. AND THE REQUIREMENT MILTING T T S ULA ED IN HE NOTES CONTAINED IN A L TH TH R L E O E DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING. BUT NOT LIMITED TO. ALL OF THE DRAWINGS AND SPECIFICATIONS ASS IA WITH TH P OC TIED E ROJECT WORK SCOPE PRI T TH 1 1 OR O E IN T ATION AND COMMENCEMENT OF CONSTRUCTI ON. 3. PRIOR TO TH M E COIN ENCEMENT Of CONSTRUCTION THE ONTRA C CTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4 PRIOR TO TH E COMMENCEMENT OF CONTTR TI TH 11C ON. E CONTRACTOR MUST ENSURE THAT R R ALL EQUI ED PERMITS AND APPROVAL S HAVE BEEN OBTAINED NO CONTTR CTI F I T U ON OR ABR CA ION IS TO BEGIN UNTIL THE NTRA T CO C OR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PUNS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MU T N T S E SURE HAT ALL WORK IS PERFORMED IN A CCORDANCE WITH THESE PLANS SPECIFICATIONSIREPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS. RULES. REGULATIONS, STATUTORY REQUIREMENTS. CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTRIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNERIDEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6 PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS. WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER. ARCHITECT AND ENGINEER OF RECORD. IN WRITING. OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7 CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL.BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYIEXIT POINTS, ELEVATIONS. PRECISE BUILDING DIMENSIONS. AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD. IN WRITING. IF ANY CONFLICTS. DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS. MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GANG ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER. PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9 THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATIONIORDERING 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 CONTRACTORS 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 OL 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 O 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 W IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTMTIES. TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAR, 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 BOILER 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 EICHLER 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 O RECORD AND SOHLER 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 SOHLER 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 CONTRACTORS OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS. INJURIES, ATTORNEYS FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING. BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND SOHLER 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 PUNS, 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, EMPLOYERS 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 O 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 CLAMS, 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 CLAMS BY THIRD PARTIES AND ALL CLAMS 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 O 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: BOILER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS. PARTNERS SHAREHOLDERS, MEMBERS, PRINCIPALS. COMMISSIONERS. AGENTS. SERVANTS. EMPLOYEES, AFFILIATES. SUBSIDIARIES. AND RELATED ENTITIES. AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER ENGINEERING PARTIES-), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS. METHODS. SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY. DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES ANDIOR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND. FURTHER, THE CONTRACTOR MUST NAME BOILER 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 O SERVICES CONTRACT WITH THE OWNERMEVELOPER EICHLER 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 O 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 O- 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 DEVIATI N 1 O S WITH N ENGINEER'S SC TH NT A OPE, E CO R CTOR IS SOLELY RESPONSIBL F R H PA E O T E YMENT OF ALL C ST O S 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 SOHLER ENGINEERING PARTIES TO THE FULLEST EXTENT PERMITT ED UNDER THE LAW FOR AND FROM F ALL EES. ATTORNEYS'FEES AMA D GES. COSTS. JUDGMENTS, CLAIMS. INJURIES. PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AID 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 WAV R IT . O ON S E THE COST FOR THIS REM M T I US BE INCLUDED IN THE CONTRACTOR' I S PR CE 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 STRI T A C CCORDANCE WITH THE APPROVED PLANS) AND DESIGN: AND. FURTHER.. THE ENGINEER OF RECORD AN r R D O BOILER ENGINEERING ARE N T R F O ESPONSIBLE OR ANY FAILURE TO INT SO MA AIN OR PRESERVE SITE ANDi R O DESIGN FEATURE . IF S OWNER FAILS TO MAINTAIN AND/ R P O RESERVE ALL PHYSICAL SITE FEAT URES AND/OR DESIGN FEATURE S DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/CR EICHLER ENGINEERING 1 R A R NCU AS ESULT OF SAID FAILURE OR FAILURE TO PRESERVE 28 THE CONTRA T R 1 C O S SOLELY RESPONSIBLE F R N O E BLARING THAT ALL CONSTRUCTI A TIVI ON C TIES AND MATERIALS V WITH COMPL AND CONFORM T AP O PLICABLE FEDERAL STA AN TE D LOCAL RULES AND REGl1LATIONS . LAWS ORDINANCES AND COD S AN E D All APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 7970, (29 U.S.C. 651 ET SED.) AS AMENDED. AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME, 29. THE CONTRACTOR M T US STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANV OTHER AGENCY WITH JURY 1 I SD CT ON OVER EXCAVATION AND TR N NIN P E C G ROCEDURES. ENGINEER OF R C E GIRD AND BOILER 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 PR T O ECT AND HOLD ENGINEER RE OF CORD AND/OR BOILER EN INEERIN P T G G AR YES HARMLESS FOR AL I A L INJUR ES ND D T T AMAGES HA ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT � 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 IRev 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 PUNS' 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 DIRECTIONAUTRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC COMROI (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 AID ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PUNS' 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 O 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 O 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 O RECORD. IN WRITING. 5 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORTS GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER REGISTERED MATH 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 COMPACTO3 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 CL.EANOUT 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 CONFUCT(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 la(1191 1 ALL ACCESSIBLE (A.KA 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 L42 U.S.C. S 12101 ET SEO- AND 42 U.S.0 5 4151 ET SED.} AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY ANO ALL AMENDMENTS TO BOTH. WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY. COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3 THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES. PUBLIC TRANSPORTATION. PEDESTRIAN ACCESS. AND INTER-SUILDNG ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE'EXR MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REOUREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING A ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (20%I IN ANY DIRECTION. B PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 364NC14ES MIIMUM WIDTH (4&INCFI£S PREFERRED). OR AS SPECIFIED BY THE GOVERMNG AGENCY. UNOBSTRUCTED'WIDTH OF TRAVEL (CAR OVERHANGS ANDKXR HANDRAK_S) 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 L2 0%) N CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 120 45.0%). AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 124NCH IN WIDTH VERTICAL CHANGES OF UP TO 112-NCH ARE PERMITTED ONLY IF THEY INCLUDES A 114-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1.2 NO VERTICAL CHANGES OVER 1144NCH ARE PERMITTED C ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1.12 48.3%) 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 WINCHES BY 604NCHES. RAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 64NCHES. 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 (tOX) 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 EXTERKX2 SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1-W (2.0%) FOR POSITIVE DRAINAGE THIS LANDING AREA MUST BE NO FEWER THAN WINCHES (5 FEET) LONG. EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS (SEE ICCIANSI A1171-2009 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 JUSTICES ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES. IN RARE CIRCUMSTANCES THE CONTRACTOR MUST IMMEDIATELY NOTIFY TIRE 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 AID 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 TIE 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 ANDJOR 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. 1I2019) SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev lr2019) i THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2 THE CONTRACTOR MUST CONDUCT DEMOLITIONIREMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERF R WITH ROADS ST E ENCE REETS, SIDEWALKS, WALKWAYS. AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN P ICABLE PERMIT ALL AP L S FROM THE AP PROPITIATE GOVERNMENTAL AUTHORITY I PR ES NOR TO THE CORM N ( 1 E CEMENT OF ANY ROAD OPENING OR DEMOLtT10N ACTIVITIES IN OR ADJACENT TO THE RIGHT-0E-WAV. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAV. THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' (MUTCD). AND THE FEDERAL. STATE. AND LOCAL REGULATION . S 4 THE TI AND/OR VA DEMOLI ON REMO LS PLANK INT N T ( S E LIED O PROVIDE GENERAL INF M T 1 OR A ION AND TO IDENTIFY ON Y L CONDI'(TONS 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. THI I NOT INTE S PUNS NDED TO AND DOE N S OT PROVIDE DIRECTI REGAR 1 T ON D NC> HE MEANS METHODS . SEQUENCING TECHNIQUES AND PROCEDURE T S OBE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS. SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FE OCAL AND JURY 1 DERAIL. L SDICT ONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAF CAUTIONS N C ETY PRE E ESSARY TO PROVIDE A SAFE WORK SITE FOR TH CONTRA T E C OR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVID E ALL'METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTORS SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTORS REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR' S SOLE EXPENSE 6 ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS. TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY. WHICH MUST INCLUDE. BUT IS NOT LIMITED TO. THE INSTALLATION AND MAINTENANCE OF BARRIERS. FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIO2 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 ANWOR 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, 8. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT O 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 MART( 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 CONTRRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) REGARDING WORKING'OFF-PEAK' HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED'OFF-PEAK" 1S TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER 1. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNERIDEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA O DISCOVERY. AND IMMEDIATELY NOTIFY. IN WRITINNG 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 CONTRACTORS SOLE EXPENSE. 12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES. DEMOLITION OR REMOVAL O 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 MATERULLS 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 REWIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCH- STRUCTURES AND THE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CO TROL MEASURES TO LIMIT ARBORNE DUST AND DIRT RISING AND SCATTERING IN THE AR. 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-WAV. 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 OWNERlDEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 19, THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS. IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS. PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTORS SOLE COST LIGHTING NOTES .Rev 112019) 1 THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN. AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES. IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL O 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 O THE ABOVE OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNERS. 6 WHERE APPLICABLE. THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL. FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE. 7 THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECTS, MECHANICAL ENGINEERS AND/OR LIGHTING CONTRACTORS RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 8. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 9. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT REGARDING ANY AND ALL POWERS SOURCE FROM WITHIN THE BUILDING. AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES INT 1 NE R ENTIRETY. THE CONTRA T R M T F C O US BE AMILIAR WITH AND ACKNO WLEDOE FAMILIARITY WITH ALL O THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2 EROSION CONTROL MEASURES MUST CONFORM TO THE VA GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED. OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF ER ION TR OS CON OL CLEARING AN I WOR T O S TE K MUS BE PERFORMED EXACTL V A IN 1 T S D CA ED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 2 55 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE. A. STABILIZE C TR 1 D DINS UCT ON ENTRANCEt EXIT - A T EMPORARY GRAVEL CONSTRUCTION NTRAN IT T E CEIE% IS OBE INSTALLED AT THE DE 1 NAT S G ED LOCATION SHOWN ON TH PAN. THI E L S AREA MUST BE GRADED SO THA R T UNQFF WATER WILL BE RETAINED ONSR . E & SEDIMENT FENCE - INSTALL SILT FENCES) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE. TEMPORARY FILL AND SOIL STOCKPILES. C. INST 1 R F ALL F LTE ABRIC DROP INLET PRO TI TEC ON AROUND EACH DRAINAGE IN ET A L AS DRAIN GE STRUCTURES ARE INSTALLED T O REDUCE THE QUANTITY OF IM NT. I SED E INSTALL TEMPORARY INLET PROTE TI C ON ON INLETS DOWNBLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5 INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. & THE CONT T RAC OR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. TH NT T E CO RAC OR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6' COLLECTED ON THE FILTER FABRIC AND/OR SIT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7 THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON. THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURFMNDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10 THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES. SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES. MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS- THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLANS) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14, THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR 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 (ReY 1/20191 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 EXTERI R 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-IN=ONNECTIONS 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 OFFER, 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 UMNDERGROUND 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 O 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 y, �� z Iti W 04 u1 W r � w z �Hh 0/ z (7.:I 'Lu 0 Z Z w u! 2 Z�ZWV W (O2U�U� W Z W W l7_ > W H 2 O- � N Y - W S W _i>ZU�InO z rj) < < W t- Z O a - O F lY F Q Q _ UZ�Qr O z 0 :)WU3 J D Z O Q g K > F- U W N REVISIONS REV' DAT E CORM N s, I E T II[[� K/Ie, wham bekm before Yee ft ALWAYS CALL 811 I'S fast. It'S I- It's the law NOT APPROVED FOR CONSTRUCTION DRAWN BY: DSH CHECKED BY JCW DATE: 1/3R020 CAD I.D.: SPD-0 PROJECT. FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA BOH LER W F, G I N E E R I Y C 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Photm,. (540) 3494500 Fax' (540) 349-0321 VA@BohlerEng.com )HN C. WRIGHT Lic No 046960 1 %3/2020 � SHEET TIITTLLE T GENE�ZAL NOTES SHEET NUMBER: C-Iu2 REVISION 0 - 1/3/2020 H'117WIM651ORAWNGSIPLAN SETS'FNAL SITE PLAMVI7206&SDP-0DWGPRINTEDBY-CHEDGES 103.20011-12AM LASTSAVEDBY' CHEDGES STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET STANDARD A OD T]It- ITT A TT rNXTL LIMIT OF WORK LIMIT OF DISTURBANCE FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH E1lSTNG N07E TYPICAL NOTE TEXT PROPOSED NOTE DISABILITY ACT ONSITE PROPERTY ARCH ARCHITECTURAL LINE: R.O.W. LINE BC BOTTOM OF CURB - - NEIGHBoRiNG PROPERTY LINE) I _ _ BF i BASEMENTFLOOR INTERIOR PARCEL LINE BK. BLOCK - -- i EASEMENT LINE _ T BL BASELINE j BLDG BUILDING . - _ _ _ _ _ _ - _ SETBACK LINE SM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF ' CUBIC FEET CURB AND GUTTER CL }I CENTERLINE II CMP E CORRUGATED METAL PIPE CONCRETE CURB 8 SPILL I TRANSITION CONN 1 CONNECTION I GUTTER DEPRESSED CURB AND GUTTER CONIC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE WITH LIGHT DEC DECORATIVE i_....._ POLE f �• - DEP } DEPRESSED . LIGHT IIII DIP DUCTILE IRON PIPE y TRAFFIC I DOM j_ DOMESTIC LIGHT ELEC 1 ELECTRIC _ I UTILITY O ELEV ELEVATION POLE EP 1 EDGE OF PAVEMENT LIGHT y ES. i.. EDGE OF SHOULDER I ACORN -. EW i END WALL LIGHT EX EXISTING --c_�---- TYPICAL �- t FES 1 FLARED END SECTION SIGN FF I FINISHED FLOOR I PARKING COUNTS /X\ FM 1 FIRE HYDRANT FG FINISHED GRADE G GRADE -- CONTOUR I,�JIP GF GARAGE FLOOR (AT DOOR) -. i LINE GH GRADE HIGHER SIDE OF WALL SPOT 616. C 516. CL ' GRADE LOWER SIDE OF WALL t - _ ELEVATIONS C515. GRT GRATE t GV GATE VALVE SAN HIGH DENSITY HOPE POLYETHYLENE PIPE i SANITARY LABEL 0 HP HIGH POINT STORM i A 1 NOR HORIZONTAL LABEL L vJJ # MW 1 HEADWALL SANITARY SEWER LATERAL i INT ' INTERSECTION UNDERGROUND 1T INV INVERT WATER LINE LF LINEAR FOOT E 3 UNDERGROUND F LOC LIMITS OF CLEARING ELECTRIC LINE LOD LIMITS OF DISTURBANCE UNDERGROUND GAS LINE } LOS LINE OF SIGHT - W LOW PONT OVERHEAD WIRE Lt.LANDSCAPE f 7 UNDERGROUND MAX MAXIMUM t j TELEPHONE LINE MIN MINIMUM i UNDERGROUND MH MANHOLE - CABLE LINE _ MJ MECHANICAL JOINT - - - - - - - STORM OC ON CENTER SEWER - PA PONT OF ANALYSIS SANITARY SEWER MAIN 5 IOC FONT CURVATURE - HYDRANT Y.,r pCCR POINT OF COMPOUND CURVATURE. CURB RETURN - SANITARY �-� J P r POINT OF INTERSECTION _ MANHOLE 4 POG j POINT OF GRADE STORM PROP PROPOSED - -' MANHOLE P7 POINT OF TANGENCY �jh V WATER i POINT OF TANGENCY. METER �� CURB RETURN ht' . WATER • WC POLYVINYL CHLORIDE PIPE VALVE pVl POINT OF VERTICAL `l GAS INTERSECTION ) VALVE PVT POINT OF VERTICAL TANGENCY i GAS METER R RADIUS 1. _.. .... _.. RCP REINFORCED CONCRETE PIPE . 1 TYPICAL END SECTION RET WALL i RETAINING WALL _ r` I �` HEADWALL OR- RM/ RIGHT OF WAY ENDWALL S SLOPE GRATE om SAN t SANITARY SEWER INLE i SF SQUARE FEET CURB STA t STATION INLET STM I STORM O COLS O SlW ! SIDEWALK £ ELECTRIC (-'� TOR TO BE REMOVED MANHOLE . TBRL TO BE RELOCATED - . TELEPHONE `� TC TOP OF CURB - MANHOLE TELE TELEPHONE .- ELECTRIC �c'-te TPF y TREE PROTECTION FENCE '-' BOX _ - - TW I TOP OF WALL ELECTRIC 'fVP j - PEDESTAL ® TYPICAL - UG !7i UNDERGROUND UP i UTILITY POLE MONITORING W WIDE III WELL WA- WATER LINE i••rT TEST NM I WATER METER Y PIT YYY ... _...__;__ 2 PLUS OR MINUS BENCHMARK DEGREE BORING ETER, I in p NUMBER ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800552-7001). 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: 82017 1 VDOT APPROVED EXCEPTIONSIWAIVERS (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 - NIA DATE OF APPROVAL.: 2. SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK / WHERE APPLICABLE OR WRITE IVA): • CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD. THE SECOND CONNECTION MAY ETHER 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) WA 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 COUNTYTOWN AND 1DOT STANDARDS AND SPECIFICATIONS. 5, ALL UTILITIES, INCLUDING ALL POLES. ARE TO BE RELOCATED AT THE DEVELOPERS 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-fiR. 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 COUNTWTOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKSfCROSSWALKS 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 MUTCO. i PROPOSED EASEMENT LEGEND 1 1 j SIGHT DISTANCE - STORM DRAM - SANITARY SEWER WATER - PUBLIC ACCESS - COMMON SHARED - INGRESS -EGRESS - i PUBLIC UTILITY I VARIABLE WIDTH S V ALBEMARLE COUNTY ENGINEERING z t GENERAL CONSTRUCTION NOTES FOR SITE PLANTS ZONING AND SITE TABULATIONS � 04 PARCEL NUMBERS. 07800-00-MO6500 W a 1 _ PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 07800-00-00-064DO Z W - EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION W 5 2 2" Z y Vw (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ZONING AND OVERLAY DISTRICTS PROPOSED DEVELOPMENT - MIXED COMMERCIAL (PD-MC) 2 W 1- V. W > °C ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN- THIS SITE DOES NOT LIE IN AN OVERLAY DISTRICT i3a � Z W W W $ ASSOCIATED PLANS: ZMA201800W5-APPROVED 61S/19 r� Z)` C0 ~ O 11 z 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHAH CONFORM TO CURRENT ,c, p W Q = W Z L SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. MAGISTERIAL DISTRICT: RIVANNA DISTRICT j Q J O , 0-4 fn Q 3 EROSION AND SILTATION CONTROL MEASURES SMALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED PROPOSED USE: HOTEL rr iitt Z Cn W a FZ_ r EROSION CONTROLCONSTRUCTION PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER O 0 O Z � 0. Q I- a: $ @ SITE AREA 4.61 ACRES rr�� Z Q O j I(L 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM BUILDING YARD SETBACKS: PERMITTED PROPOSED Z Z n Z t'A a Z 19 ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 RESIDENTIAL MM J (L Y OR BETTER ARE TO BE ACHIEVED. FRONT 10' (MIN) 30' (MAX) 30' (PORTE COCHERE) Ly W > I- s SIDE(WEST) 50' (MIN) 833" U 5 PAVED. RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE SIDE (EAST) 50' (MIN) 116.5' W ALBEMARLE COUNTY DIRECTOR OF ENGINEERING. OR THE DIRECTORS DESIGNEE. IT IS DEEMED NECESSARY REAR 50' (MIN) 80 7 (TO FUTURE PARK LINE) IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 302.8' (TO CURRENT PROPERTY fi ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL BOUNDARY) DEVICES. PARKING CALCULATION: 1 SPACE/ 1 ROOM. 109 ROOMS = 109 SPACES r 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. S. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE PARKING SUMMARY. REQUIRED PROVIDED CONSTRUCTION INDUSTRY (29 CFR PART 1926). 109 SPACES 118 SPACES REVISIONS 9. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS ADA PARKING: 5 SPACES 5 SPACES oa�•x5 EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO WALLS REQUIRE INSPECTIONS REQUIRED PROVIDED REV' DATE COMMENT orrrml AS OUTLINED IN THE USBC. SPECIAL LOT (PARK) AREA IWA 2.00 ACRES- (45.5%) HOTEL USE NIA 2 41 ACRES (54.5%) 10. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN IA& IMPERVIOUS AREA. N/A I.70 ACRES (38.5%) ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. TOTAL LOT AREA N/A 4.41 ACRES 11. ALL WATER LINES, SEWER LINES. AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL 'TO BE DEDICATED TO COUNTY AT FUTURE DATE. INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 12. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER N07 TO CAUSE A PUBLIC NUISANCE AND NOT OVER MAXIMUM PROVIDED SIDEWALKS. HEIGHT OF ALL STRUCTURES: 65' MAX (6 STORIES) 65' MAX STEPBACKS: FOR EACH STORY ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY. WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. THE PROPOSED HOTEL WILL COMPLY NTH THE APPLICABLE MINIMUM FRONT SETBACK REQUIREMENTS AND WITH THE APPLICABLE TERMS AND DETAILS OF �- ZMA201800005. APPLICATION PLAN NOTES. 1 THE PROPOSED HOTEL WILL BE IN GENERAL ACCORD WITH THE BUILDING ELEVATIONS SHOWN ON SHEETS 4 AND 5 OF THE APPROVED ra+M.,crok�^ APPLICATION PLAN FOR ZMA201800WS. rtEVEw•,m wvnwi.: rt�s rgt-Mr aas< oo•sTew;�ia, aocwca+wA�ss wwa•leoaircawlss . 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. t11o•IttltiS A810YY. Cal' I imdlS ALWAYS CALL 811 Ifs last- It's free It's the Law NOT APPROVED FOR CONSTRUCTION DRAWN BY: DSH CHECKED BY JCW DATE: 1/3'2020 CAD I.D.: SPD-0 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAAIPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA BOHLER EN G I N F E R IN C B BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phme: (540) 3494500 Fax (540) 349-0321 VA@BohlerEng.com )HN C. WRIGHT Lic. No.046960 1/3/2020 A SHEET TITLE GENERAL NOTES SHEET NUMBER: C-103 REVISION 0 - V3/2020 H:t1P.V17206SORAN9NGSIPLAN SETStFINAL SITE PLAMY172065-SDP-0 DWG PRINTED BY. CHEDGES 1 0320 C 11.12 AM / v, VF it-T Havlo" " r- �" A "i r7RCaN COUNTY OF AIBF.MARi.F. Department ofCommunih Development 40I .Mclatire Road. 'North Wing CLarlotteiville,Virginia 219024596 t'i�J 1J1296-5832 Fat 1434)972-4126 July 22. 2019 John C- Wright P,E S older Engineering VA LI.0 211 Blackwell Park Lane. Suite 201 Warrenton VA 20186 RIK: 4NA20IM005 Proposed hotel Dear Mr. John C. Wright, On June 19, 2019. the Board of Suparvimirs took action on vour Zoning Map Amendment Application on TMP 07800000006400sad 0780000 NitM50n in the Rivanna Magisterial District The Riving Map Amendment Application was approved by the P wd's adoption of the attached ordinance and proffer mateutent. Please be advised that although the Albemarle County Board of Supervisors took action an the project noted above, no uses on the property as approved above may lawfully been until all applicable approvals have been received and conditions have hem met. This inelutim • compliance with the terms and details of The ZONING MAP .AMENDMENT, Inclusive of commitments that were h•adwritten onto the proffered Application Plan and corresponding "}exhibit 1" and signed by an authorized agent during the June 19 Board meeting; and • approval of and compliance with a SITE PLAN; and • approval or ZONING COMPLIANCE CLEARANCE. If you have questions regarding the above-nutad action. please contact Rebecca Ragsdale at 296-5832, Tun Pedal' AICP Senate Planner Planning C'c. Kimoo. LC 1510 F High Street Charlottesville VA 22901 Mute Sweeney PI Hotel LLC 200 Ware Bontimt Spring Rd Che.ler VA 22836 File ZMA201800005 Auac meets Ordinance and Proffer Statement Plu sops HoW - State l arm Htmlivt aril ZMA 20184HKW PRO-MRSfA11IMNT Date: Jane 4, 2019 ZNIAd' 2MA201S-W05 Tax Slap Parcel It: 0780"JI-01)46400and 0/Sco-00-ikM6500 Pinner of Record: Kirncxi, LC Approximately, 4 42 acre, u, ix reritned from Piatned ikvelop. uuat Mist 'ornmercial to PD-W with ai: Applkati m Plan. The fallotvitm parcels are subject to rrmrag anplicatioti ZMA 2019-00005 (die 14pplication) add th is in this proffer statenicnt: 7 ax Maps Parcels 07300-0040-0r,4W tied 0780(► V 00 *500 (the "ProperV'I The Owner of the Ptoperty u iC isum LC (the"Owwd'i. The Applicant add contract pt,rchaser of the Property a PT Hotel, I.I.C. The Oh&TVT tar v4rh1nLuily prof.-C" that ifthe Alberrwie f iautty Rclatatd o- Supervisots act to approve the Application, as i W;:stcd, the OwMr and its sitirmc ors neid asstgms Shag develop the Property In accord with dic following prolfas puminint 10 Swim 15.2-22(-G of the Code of Vtlgitlis, 195Q w ;unendcol, sid puisuait to S,sctiae 3312 of thin Albemarle Counry Zoning Ordinance, Thee cwultitms are va!uin rri'y Proffered as part of le Application, and die Owner acltmiwledges that (1) die rvxtming i eclf g ves rise to the neat[ for the coxed ior's; and (2) such conditiow have a ma ona6le rtda tom tin lic maxinng requcoeci Ill the cveni the App'.icnniJu i, denied Cite Prcflcr. ha i iinmMiatcl) be Bull and void and of no farther force or ctler t 1. DovekipmaR of thr Property shall be act getseral accx ad with the plan coti•,led `Zoirrng [Nap Amendment 2018-00085 for PT Hotel. LIfi" prepared le.) Bolter Utg ttcenrig, clauct June 1 2018, Iasi re, ivd Apnl 15, 21)101the `Application Plan" 1 The Owner �h: it res;cnc the w a shover: is "Prop.t_cd Vavcmcm fill Future Park (_'.t Aire c +/-)" on Sheet 3 of the Application Plan t the 'Rcser%od l anJ") fw future dedication foe public use for a public park ardiin i Lotknecuom to any funu. park to be rnastntcted on a pared av parcd3 adjacent :o the Pre perr) . Lpoi the tvrilici i c4ucst of doe County, 'he Owner rihaD dedicate in fee simple to the County the Reacrved Land to permit the construction by the Count) otpubhe access trails or other p destran eotmectimn from the Reserved Land to the f stum pack. Such dediuttion shell occur aftr Rial site. plan arprovai, alter ssuance of Cc-oti ale of Occularwy fin Inc propostd hotel use or the Property, and slier delivery by the county, L) the Ownci of a written request :w %rich dedica:on (the .Dedication Request Notice'"i. The dedication shall be trotcpleree within six (6) mentf, abet delivery of the 1Jedication Request Novice. Tht Reserved i and shall be dedicated by I ORDINANCE: NO. 19-A(5) ZMA 2018.00005 AN ORDINANCE TO AMFNO THE. ZONING MAP FOR TAX MAP PARCF.IS 0790041(1-00414,400 and 07I100-0B-tML065N WIIERFAN, ire application to amend the zoning map he IAx Map Parcel 07800-00-CO OM00 and 07800- W-1,95-665tk1 is Wentified as ZMA 20184K"5. Proposed Hotel I'*ZMA 2018404Xp5-), atd WHIitII ZMA 20I8-0M5 is a requtat for approval of%m Application Plan purl »M to County Code 0 I S-S.S.S.Sa for the two lax Map Parcls iticrAifiod above, which we wiibht a pevbmtsly-established Planned Disirict M-xed Cbmmercwi WtJ`MC) ptamted dcvelopatcnl disirm aW tw whith an appiication plan was not rumlocsly approved. in wrJuri:tnn with the proruxsad dcseloptretd of a 104-rman Iwxc1; add WHEREAS, ore May 28, 2019, after a duly noticed Imbite hearing, the Planning Com nivorm recommended appmsai of ZMA 2018-00005; and WHEREAS, cm Jere 19, 2019. the Albemarle Count) Board of Supervisors held a duly noticed public heating on ZMA 201S-00005 BE IT ORDAINED by lite Board of Super% isors of tide County of ARxnuwK Virginia, that upon consideration of the transminai summary and staff report prepared fro ZMA 2018-0001115 and their a'tachmenN including the proffers and the application plan, the information presented at the public hearing, the inalertal and tolerant factors in Virginia Coda 1 15 -2284 and County Code I4 18-S.5.53A 18.24.2.1(2), I8-25A.2.1(1), and 18.3:.27(11 . and for the purposes of public necessity, cnwertience. general welfare aid good zoning practices. the Board hereby approves ZMA 2111S-00005 with she pro'.li:rs dated huu 4, 2019, and eta: application plan trailed "Zontrig Map Amendrocm V 18-0 005 for PT Hotel, LLC," prepared by Kohler Frytineering, dated April 11, 2019 t«, 1, ClaWcttc K. Kot)pseli, do F.ereby cenify the the loaegtnnk writing is a trio, corrw copy of an Ordautioe duly adopted by the Board of SuMv;surs of Albemarle County, Virginia. by a vote of LiA to fir, as ructxdcd Below. at 3lnxtmk:3cAonblilyi19.a 19 CIeA. tkwd of County 5u -rs exc wa. Mr Dill Y Mi. Gallaway y -_ NIS. Mallet, Ms McKee[ Y _ Ms Palmer V _ Mr. Randolph Y _- subdivision plat, and the Owner shall be responsible for the cost of a survey and preparing the deed to convey the Reserved Land to the County Willies. tk following signature: KIMCO. LC, a Virginia limited[ liability company / B , t�9eRA,ft_/ Printed Namc:��j�jl3r(j,�(Y�sme-e-, Title: S bN MU NOTARY PUBLIC Cn+rnror..e-sin o, tue.nn sap si6513c tonrrxsr+_+"Lxp,nea 3t .'t0 lei �l J'r;eiSirt` a I ;z6 � E W « W W V) i F W K U Z0ZU)V Y Z W I-�LU i.. UZwwrn; W,{ 2}C7~ Wlr Z to •c Z F W Q= O W �> ZU Q(YmUr fit - 2 Q Q Z Q O v OUZQQQ~1O S. z < ccoNWz f aQ a4Q y pey = J ~ U$ W not I �} REVISI01S a tEV1 DATE i COMMENT *"++s wr.cn Wiµs x,rrr�to ro, u:ux;;.mrs wraon w,r>n R£"K GI3roaWI.; :e StiGT xiRM�.ia �r.F*x:.r.,w sirens what5 below. Call betom you III% ALWAYS CALL 811 It's fast- it's tree It's the law NOT APPROVED FOR CONSTRUCTION PROJECT No.. Vt;75 DRAWN BY: DSM CHECKED BY JCw DATE: CAD I.D.: SPO-0 PROJECT I N �t 1L SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HA-'IPTON INS 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA (g BOH LE R F Y G I N E E R 1 !8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone. (540) 349-450D Fax (540) 349-0321 VA@BohlerEng.com �,trfl OFL JOHN C. WRIGHT ,p Llc No 046960 pO,[s 1 /3/2020 ONAL Ole SHEET TITLE PROFFERS SHEET NUMBER C- 1104 REVISION 0 - 1!3/2020 NOTES ` FIANCE( 734 ` \ THE SUBJECT PROPERTIES ARE LOTS 4 AND 5. PAN7OPS. AS RECORDED IN DEED BOOK 681 PAGE 330 AND BEING PART OF THE LANDS OF KHMCO. L C AS RECORDED IN BOOK 1280 PAGE 603 AMONG THE PANTOPS LANDS RECORDS OF Ad SEMARLE. COUNTY VIRGINA AND HAVING PIUS OF 078000000064M AND A19 2019 Pji. 125 07MOOD00086M PER THE DEPARTMENT OF ASSESSMENTS 2 LOT 4 AREA = 94,856 SQUARE FEET OR 2 1776 ACRES LOT 5 AREA = 97 391 SQUARE FEET OR 22358 ACRES IC >�441 1PG. ( ' O0 4418 fl"i. 0 3 LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE SOURCE IWORMATION FROM -0 078L+!1-IXl-OD-fl7341 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 RELABLY DEPICTED WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED THE CLIENT IS ADVISED THAT N47'062TE (M) 400.D0' (R�M)- EXCAVATION MAY BE NECESSARY N49°5717-E (R) 4 THIS SURVEY WAS PERFORMED IN THE FIELD ON APRIL 19 2018 UTILIZING THE REFERENCE DOCUMENTS A5 LISTED HEREON AND DEMT3 BUILDINGS, 3TRUCTURE3 AND OTI ICU M4FTRD%%-WNTS AR ) t . j 1n 5 THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO BCT 17WW7 WITH AN EFFECTIVE DATE OF AUGUST 26, 2017 OUR OFFICE HAS REVIEWED THE FOLLOWING SURVEY C RELATED EXCEPTIONS IN SCHEDULE B SECTION 11 �t /. 1 PLAT OF SURVEY PREPARED BY B AUBREY HUFFMAN & ASSOCIATES, LTD DATED SEPTEMBER 6 +, 1'9179, RECORDED IN DEED BOOK 661. PAGE 330. SHOWS 1. AT 30 BUILDING SETBACK LINE LOCATED ALONG STATE FARM BOULEVARD AND. I (B) I5 DRAIN EASEMENT CROSSES INTO INSURED PREMISES OFF OF STATE FARM BOULEVARD AFFECTS SUBJECT PROPERTY, 30' BUILDING SETBACK LINE AND APPROXIMATE LOCATION OF A 1S 4\ DRAp7AGE EASEMENT ARE SHOWN. THE DRAINAGE EASEMENT SAY BE RELOCATED AS NECESSARY FOR SITE DEVELOPMENT. ! , / A "..L' X 12GSC 54Vf,6% slwR £AX£Nf PLAT OF SURVEY PREPARED BY B AUBREY HUFFMAN & ASSOCIATES. LTD DATED SEPTEMBER 29 1982, RECORDED IN DEED BOOK 750 PAGE 639 SHOWS L \ \ m 111 'S1 OS 15C fC. 8B9 9-9 912 FC. 121 1."A vt ;Ai 20 SANITARY SEWER EASEMENT. AFFECTS SUBJECT PROPERTY, APPROXIMATE LOCATION SHOWN. 6 PLAT OF SURVEY PREPARED BY 8 AUBREY HUFFMAN 8 ASSOCIATES LTD DATED MARCH 21 1979.- RECORDED IN DEED BOOK 669. PAGE 12 SHOWS S S �A) VARIABLE WIDTH DRAINAGE EASEMENTS LOCATED ALONG STATE FARM BOULEVARD AFFECT THE LG' SUBJECT PROPERTY. DOCUMENT DEDICATED DRAINAGE EASEMENT, SHOWN, {71 EASEMENTS GRANTED TO VIRGINA TELEPHONE AND TELEGRAPH BY INSTRUMENT RECORDED IN �EED BOOK 381 PAGE 125 MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN RECORD DOCUMENT. THERE IS UNDERGROUND ELECTRIC AND CABLE ALONG STATE FARM P> �. BOULEVARDSHOWN. PORT,+!AV OF PARCEL 20 TO AMERICAN TELEPHONE AND TELEGRAPH BY INSTRUMENT RECORDED IN PANTLWS IIEASEMENTSGRANTED EO BOOK 336 PAGE 62 MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION DR 1151 Pii. JM IN RECORD DOCUMENT. THERE M UNDERGROUND ELECTRIC AND CABLE ALONG STATE FARM BOULEVARDSHOWN.. 1MJD.i NJE :5 j EASEMENTS GRANTED TO VIRGINA WESTERN POWER COMPANY BY INSTRUMENT RECORDED IN ,{j{f 7M XffFRS6W hV5PTAj �6E'ED BOOK 195 PAGE 493 MAY AFFECT SUBJECT PROPERTY., VAGUE AND INSUFFICIENT INFORMATION D.B, 4973 PG. _W IN RECORD DOCUMENT. THERE WERE NOT OVERHEAD LINES OR POWER POLES LOCATED WITH THE P1D" 078IX7-OD-Rai-02flf1 1 SURVEYED AREA. 1 �10� EAS£Mi£NTS GRANTED TO VIRGNA ELECTRIC AND POWER COMPANY BY INSTRUMENT RECORDED 1N DEED BOOK 3St PAGE 344. MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN RECORD DOCUMENT. IVY ROAD STATED IN DOCUMENT IS LOCATED ON THE WEST SIDE OF CHARLOTTESVILLE. THERE WERE NOT OVERHEAD LINES OR POWER POLES LOCATED WITH THE SURVEYED AREA. l 1ti EASEMENTS GRANTED TO VIRGINA INSTRUMENTS SERVICE COMPANY BY RECORDED IN GEED BOOK 197 PACE 61 DO NOT AFFECT SUBJECT PROPERTY, AFFECT LOT 12 OF IVY TERRACE.. IN DEED BOOK 2% PAGE 221 DO NOT AFFECT SUBJECT PROPERTY, AFFECT LAND NEAR RNANNA RIVER. Z 0 PAGE 457 DO NOT AFFECT SUBJECT PROPERTY, AFFECT LAND AR UNIVERSITY IN DEED SOAK 21HE , N OF VIRGO" AND IN DEED BOOK 241 PAGE 387 MAY AFFECT SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION N RECORD DOCUMENT. THERE WERE NOT OVERHEAD LINES OR POWER POLES LOCATED WITH THE SURVEYED AREA. ` i (12 EASEMENTS GRANTED TO ALBEMARLE COUNTY SERVICE AUTHORITY BY INSTRUMENT RECORDED VDEED BOOK 812 PAGE 123, AFFECTS SUBJECT PROPERTY, APPROXIMATE LOCATION SHOWN. �J+ F2 13 EASEMENTS GRANTED TO THE COUNTY OF ALBEMARLE VIRGNA BY INSTRUMENT RECORDED IN m v ED BOOK 4832 PAGE 123 AFFECT SUBJECT PROPERTY, PERMANENT R£TANNIG WALL EASEMENT IS SHOWN. THE TEMPORARY CONSTRUCTION EASEMENT MAY AFFECT, IT IS UNCLEAR IF ALL $� IMPROVEMENTS HAVE BEEN COMPLETED, SHOWN. i14' EASEMENTS GRANTED TO THE COMMONWEALTH OF VIRGINA BY INSTRUMENT RECORDED INDEED 9• _ 178. PAGE 52. MAY AFFECT SUBJECT PROPERTY, VAGUE AND NSIIPFICEW INFORMATION IN RECORDOOCUMENT. b THETEXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY WAS NOT KNOWN AT THE TIME OF1 ` 1 THE FIELD SURVEY. HOWEVER NO PHYSICAL. INDICATIONS OF SUCH WERE FOUND AT THE THE OF THE FIELD INSPECTION OF THIS SITE. ELEVATIONS ARE BASED ON NAVDW DATUM DETERMINED BY CPS OBSERVATIONS AND TIED IN TO NGS MONUMENT DESIGNATION E 348 RESET IPM A42MI WITH A PUBLIC SHED ELEVATION OF 3666 FEET 8 THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE ANNUAL 0 2% CHANCE FLOJaPLA(N) PER MAP ENTITLED -FIRM. FLOOD INSURANCE RATE MAP. ALBEMARLE COUNTY, VIRGINA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE PANEL 289 OF 575'. COMM7UMTY"PANEL NUMBER 51003CO289D. WITH A MAP EFFECTIVE DATE OF FEBRUARY 4 2005 1 9 LOTS A AND 5 HAVE DIRECT PEDESTRIAN AND VEHICULAR ACCESS ALONG STATE FARM BOULEVARD 10 LOT 4 AND LOT 5 ARE CONTIGUOUS WITHOUT STRIPS GAPS GORES OVERLAPS OR HIATUSES ALONG THEIR COMMON LINES 1 i THERE ARE VISIBLE ENCROACHMENTS SHOWN ON THE SURVEY AND LISTED BELOW ENCROACHMENT IS A LEGAL CONDITION. NOT A MATTER OF SURVEY AND, AS A RESULT. THERE MAY BE 1016 OTHER POSSIBLE ENCROACHMENTS AFFECTING THE PROPERTY THAT ARE NOT SHOWN PAVTOPS • CURB ALONG EASTERLY PROPERTY LINE LIB 681 PG JJO LANDS N/i 1 AWTHA .49TERSON HOSPTAI 1 D.B. 497J PC 5M PD,078D0-00-00-066W REFERENCE 1 MAN' ENTITLED `CJS UTILITY INFORMATION. STATE FARM BOULEVARD' PER ALBEMARLE COUNTY SERVICE AUTHORITY 1 I TITLE DESCRIPTION 1%r"rGP0,zd4 ALL THOSE TWO CERTAIN LOTS OF LAND. SHOWN AND DESCRIBED AS LOTS 4 AND 5 PANTOPS CO ITAPNIN G 2 1776 ACRES AND 2 2356 ACRES RESPECTIVELY ON PLAT OF 8. AUBREY HUFFMAN 8 ASSOCIATES LTD DATED SEPTEMBER 6. 1979. CAPTIONED IkAT SHOWING LOTS 2 10, PANTOPS mot" ALBEMARLE COUNTY VIRGtW-RECORDED SEPTEMBER 27 1979, IN THE CLERICS OFFICE. CIRCUIT COURT. ALBEMARLE COUNTY. VIRGINAL IN DEED BOOK 681 PAGE 330, AND WHICH LOTS ARE SHOWN ON ALBEMARLE COUNTY TAX MAP 78 AS PARCELS 64 AND 65. 13E N9 1""�... J$'i F, BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO KMACO. LC A VIRGINIA LIMITED LIABILITY COMPANY. BY DEED FROM E GRANT CORNER AND BARBARA H COSNNER HUSBAND AND W WE. DATED - DECEMBER 16. 19W RECORDED DECEMBER 29 1992, IN THE CLERKS OFFICE, CIRCUIT COURT AT SEMANLE COUNTY VIRGINAL IN DEED BOOK 1280 PACE 603 Mil �,,,� - 14Mhs51taJ "'-•- -� AV A-51711 (4-PNX) X-aff SE7 C` C,;,��"'� (A8NTi3'SfD) a"..=51880 aq;2*-'-'- AW &-w7,5M r►r fi SbY ltlkS17"34 AYi51S97� X,OT 3 PA.i'TOPS D.B. 68]PG, IA9 1 1 PARTC)FL.911791.50F KIWO, L C Plf)• li?AlYLJYIJYLiS:fYl s 12• � iW 1 5 1; 1 APA40X LCtiA7ApY--C� t \ i,Y !.5 ` QKWWGY fA3ii�Nt Da € , PC e 'or"s 669 FG 11 11 ti L1 e ;, 51 1 tt Il at1 -+Err �x1 A*rrAIFIC R=735.00E (R&M) t, ±NV.1 },t5£4+LiYf 4=015°41W li V 11 12J0 L=201.19 (R&M) Li CZS51°23'35*W 1 ' ,- 11'. CHD_200.56 113 ✓✓ 11 J'(K&M) / � 1 SSW MY LOT4 PA,N7'0^S D ICJ 681 PC. JV PART OFLAMRS OF KIMGYJ L L_ D.B" IAW PG. 60 PIL> 011mv- 0-lX1-%G x ARFA'"' 606 �5.F OR11716W. 1 I "VO811XLD1.VC` OLih:YP- 1 ARIA sc � to 1 1 1 IFOWIPly f awrRtc" 1Ag'Ir ta# 0J11°r' 1150 R=735.00E (R&M) &=015°5T49' L=204.79E (R&M) CHIC--S35'34'i0°W CHD=204,12E sr t PAtvr Bar LOT J PAN70PS C) ITT 08 681 PG JJO p� L4W N/E m ORG7A+,3A HI&Y SCHOOL u> LEAGUE, 1NC v D.8 905 PC. 157 PIN" 07WO-09-00-06JW pr i ST" MY .. A W-51559 Xcav P1145) 1f V. lee s SITES " '-� 1'A615#3Y4 LOCATION RAP COF'YRIG/R7 2009 DELORME STREET ATLAS USA 2009 SCALE 1'=201M EXISTING CONTOUR ? 4" EXISTING SPOT ELEVATION 1i2 45 EXIST TOP OF CURB ELEVATION EXIST GUTTER ELEVATION A HYDRANT DG WATER VALVE -t APPROX LOC UNDERGROUND CABLE LINE PER UTILITY MARKOUT -6 APPROX LOC UNDERGROUND GAS UNE PER UTILITY MARKOUT -----M-- APPROX LOC UNDERGROUND WATER LINE PER UTX ITY MARKOUT -7 APPROX LOC UNDERGROUND TEL LINE PER UTILITY MARKOUT -f APPROX LOC UNDERGROUND ELEC LINE PER UTILITY MARKOUT S APPROX LOG UNDERGROUND SEWER LINE PER REF *I SANITARY MANHOLE {� STORM DRAIN MANHOLE y SIGN ___..._...,. X FENCE Yt� AREA LIGHT {� TITLE REPORT EXCEPTION Atli DENOTES PARKING SPACE COUNT 1� BENCHMARK TREE LINE TREE ;SIZE AS NOTED) PROP CORNER TO BE SET UTILITIES THE FOLLOWING COMPANIES WERE NOTIFIED By DELMARVA MISS UTILITY SYSTEM (I-8W-552-7001) AND REQUESTED TO MARKOUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE THE, UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST SERIAL NUMBER(SG A808902070NWA \ L T LIT UTY CdANY ALBEMARLE COUNTY SERVICE PFN3NE NUMBER i4341E31-0714 COMCAST (IK)4?562-3861 IESf 31" AW-54.W DOMINION ENERGY INC (434)970-UW FR(pf77?Y lZ IMN•311.79 LUMOS NETWORKS INC I804r808-5840 f$Li ANltf 11J yL T+. ` CENTURYUNK INC f W4*W AO (804YMO.7740 R9 CITY OF CHARLOTTESVILLE MARTHA JEFFERSON HOSPITAL (434j531-050 WA . WATER (4347260-9221 -i 1� UVA -COMMUNICATION (540;908.5773 111�1 INIDCX aw- L A C7''+1£F Air',=5&.W } 11 r R=735"00' (R&M) W 6Ju 87291 A=031 °.373'50" " ,1 JIt£r L=405W (R&M) �+-"law ,� ,, AW 1=311.99 CHS Sd3°24'40'W ow 0.5127g CHD-=4W,8T STATE FARM BOL'LE YARD i4b4U1fdtE iY/D711 Rii1T-OF-WA7' AOftYT A 60 A ,C Arr D.E 6Ni9 > 11 6 OR sal fG JJO A 1 A.8 NFl7 A;. I1 h 13 30 15 75 C 3C UTILITY PUN UTILMYCOMPANY LOCATE STATUS i Ist REQUEST 2n19 REQUEST RECE?VIED ALBEMARLE COUNTY SERVICE COW -AST MARKED 3nol18 NARKED WILL NOT DISCLOSE ..,.. 414118 DOHcIN ON ENERGY INC MARKED I 3:.i0i18 3/121/16 LUMCOS NETWORKS 04C MARKED WILL NOT DISCLOSE CENTURYLINK IOC MARKED `NW.L NOT DISCLtM'iE CITY Of CHARLOTTESVILLE MARKED %VILiIN TDISC LOSE Ah4RTNAJEfFERSONHOSPITAL NOCCINFUCT WILLNCOTDISCLOSE 3 WA WATER MARKED VlILLNOTD3SCLOSE WA---COAMY(UN1CATInN NOCONFUCT WILLNOTDISCLOSE I TO PT HOTEL, LLC. A VIRGINA LIMITED LIABILITY COMPANY AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MAUL IN ACGORDANGE NTH TH1f 2076 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTAINSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. AND INCLUDES ITEMS 1, 2. 3: a, 5, 7{A)7 8)(1), 7(. 8. 11 814 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED O A j's'la16. Up Y r JANE SALES CLAUSS �' 9 v'?i.._.�ALEo E SAL._ DATE ES�SS VIRGINA LICENSED LAND SUR Al x>xs GERr ;CATKIN c TO t:ILY NY.}&II PAR. , ANojOw NKORraAOf cV REfN Df:Jff.ATEJS PliDPFJRTY BYT C SAAAM PURCKA3£.R NO RESPONS&L" OR 3.V,&i , IS AS'"�9R£D BY SWINYOR FOR Tr¢ ,:5£ I F VuJ'4wY FOR ANY ".MITER PLWOSF MCLUIN t, BUT NOT.LWMI) TO. U5E OF SURVEY A-DAW RESALE OF PROPE:t±ry ')R TO ANY 01i*,R PE:? -, 4 NOT L,,15/ E 3:N1 IFRT,FIC"Aru f IT'** O RECT r M I ALTA,✓WNL.4JVD777LES 'RV1Y SHAMIN HOTEL STATE FARM ROAD Ai.WAARLE MINTY, VI UNIA W1 2 MB0HLER' 2;�awaau✓t WIFE av STEBTAI. 4RGMA20161 >V 7065 T03.'tiO.9S1G "7037MY01 FAX GATE E N G I N E E R I N G ka 28t18 =-AlTl ym.Ka�cw-wwYN1�. r;. eA rA w.saaww:L, a..9xies"n •3i?am'w" .BiL'IEiavmw •JDC' N%A&.N RiG!OILOC •OARwNYAN .0W}D'iz15 .MB1i.et FIFtD DATE CREW CHT I#JANM RFVIEWF.TJ APPRWEO SCALE DV:G iIJ 3U1S718 JQlCB BAS tI JB JSC 1'=30 OF t11-1 0 5 GIB PARCH PORTION OF 'AffCE, , 0 PANTOPS OB 1151 IV. 3' ,AIDS Nli WRTAM 1fFfjRS0N HOSPNAL D8 4973 PG 55C US,' VACANT ON!- COMMERCA 0r ICE PIDC 900-V " MBTS CF— D15T1AtBMK:E [OT 6 P4NTOP5 DB 681 Pr;. 330 !ANDS N f MART 4J4�FER5 ,7j PC SO�PlTAL USE VACANT -ONE JA/AIfRCL4C Offi'CE PIP J78620-00-00-06600 A" PERA4WfN/ FfTaM15 ✓ANDS N-T CB 447E PC46% CSt "ACANT N47°06'22'E (M) 400.00' ( 1 M)- N49-52-17-E (R) - - -- 200.00' (R&M) 200.00' iR&M)� i l 1 I I i 1 � 1 1 1 LOT,; PA P.iVOPS / D.B al PG. JJO p F DB I K.JCMPGb0J - D.B bfl PD,.;.,0 ./ PID07XlYl-GYL04RS.SG7 P.4RTOFL4V4 Ofl MAIM L.C. / .4REJ:9i.J9/SFOR11Ji8.il / '1(7JBLILDI.IG" z PID�07AVLbV-AllW I .4RF.r1. %866 SF, OR1 1776AC' O­ am A9"RDx LLCI\ � as ee.4 /c la `,1 fxrsrA'r= :; - .+« ero4ss PIPE \ /fN".E Ef efNG4F. F SfLYa sr\ :M5/FUERMNON'ONINa >flMllCNT CL4VIRIX MYt � . slJm \ EX TA7 /�JJ \ 'Uri\\ �• s \ `11` CB 1632 PC 12J '\ ^sx IFEF \ ` I,�•�E?C!r$pA. \ +51aB iY I-O IV \ O - \ _ _ _ _ — _ _ _ — _ Cl -- — — — ;—� I _DO— PRro. xwcur R=739. (R&M) 0=015`41'00' v u[k'&M) L-201.19' (R&M) p=031'38'50" CHB=S51°23'35"W - L=405'9W9 (R&M) CHD=200.56' CHB=S43°24'40"W CHD=400.83' STATE FARM BOULEVARD asPnu � oncn .cxtu ,�,v„wa [;tf :�= F4,:% FM1; $R P: 6M r•; 4eI. 1 Lo 1 m 0T 3 PANTOPS 1 ; D.8 68? 'G _uo 1 LANCS A', 1%Rf,/Np NN,FI SClv00! D8 90 7 g (ISLE OfFICF ZONE Pr-m PID" 07800_00-00-06jkA i 1 81 I 1 TKC / 1) ,srts. � PIh91Y �X� �tI GO N, I` U �- CC rx fWL 09 t631 IV 171 R=735.W (R&M) - 0=015"5149" I,R <VEV' L=204.79'(R&M) r;e. '. . CHB=S35'34'10'W CHD--20 AZ e,-w or cvhyfN' 'LAY DENIOLITION/REMOV7AL LEGEND ND -_ DEMO.ITKMeiEMOVN NOTE __ TYPICALNOTETExT ., EASEMENT NE CONCRETE CURB GUTTER UTILm POLE _.._ POLE LIGHT y TRAFFIC LIGHT i UTILITY POLE TYPICAL LIGHT ACORN LIGHT ---�-- TYPICAL SIGN r^V PARKING L X� COUNTS SPOT ELEVATIONS SAMTARY R LABEL LIM ABELI _______------- SANITARYSEWER LATERAL UNDERGROUND -WATERLINE L _- - - UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE ---- ----_ UNDERGROUND TELEPHONE LINE ------ -------- UNDERGROUND CABLE LINE SEWER MAN '�i MANHOLE `D I STORM MANHOLE VM ® WATER METER W pQ WATER VALVE ❑ GAS vALVE ® METER MANAGED SLOPES ......— SAWCUT — .— LIMITS OF DISTURBANCE NOTES: 1. SEE SHEET C-1W 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 SE ACCURATELY. COMPLETELY AND RELIABLY DEPICTED WHERE ADDITIONAL OR MORE DETAILEDINFORAUT ISREQUIRED,THECLIENTISADVISEDTHAT EXCAVATION MAY BE NECESSARY. 3 THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY WAS NOT XNOWN 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 ]. ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY SIPS OBSERVATIONS AND TIED IN TO NGS MONUMENT DESIGNATION E 3M RESET RID N2M) WITH A PUBLISHED ELEVATION OF 066.6 FEET, 8. THE PROPERTY IS LOCATED IN OTHER AREAS 20NE X AREAS DETERMINED TO BE OUTSIDE THE ANNUAL 0.2%CHANCE FLOODPLAIN)R MAP ENTITLED'FIRM. FLOOD INSURANCE RATE MAP. ALBEMARLE COUNTY. VIRGINIA AND INCORPORATED AREASANDTHEINDEPENDENTCmofG OT SWLLE, PANEL M OF 575" COMMUNITY -PANEL NUMBER 51003CWM, WITH A MAP EFFECTIVE DATE OF FEBRUARY 4. 2005. 9 LOTS,IAND5HAVEDIRECT PEDESTRIAN AND VEHICULAR ACCESSALONG STATE FARM BOULEVARD. 10 LOT 4 AND LOT 5 ARE CONTIGUOUS WITHOUT STRIPS, GAPS, GORES. OVERLAPS OR HIATUSES ALONG THEIR COMMON LINES. 11. CONTRACTOR SHALL PERFORM WORK IN ORDER DESCRIBED IN VSMP PLAN ISEQUENCE MACE PRIM TO OF RERUCTION TOMOVAL OF EXISTINGESTORRMOBYPASS STOPIPE BYPASS FIRE'S IS 12. DESIGNER HAS VISUALLY VERIFIED EXISTING CONDITIONS SHOWN WITHIN THE LAST YEAR. W z z a W W 2 W N c 1--4 z Z ZycW 4. W W U'2W WNW �� z Z>(D�w�m JWQZDN0W 12UW dp azi�EamL9F F g11 3x OO.mWZ oZ,mQks z Z g 0 Z- T D. W � W 41 RBVl luy� tEvj ATE xm.s.nasbelBBL Can bd-777 ALWAYS CALL 811 Ks 14M. Ks Tee rcs nK w. NOT APPROVED FOR CONSTRUCTION PRCJECi Nc V172065 DRAWN BY DSH CHECKED BY A:W DATE: t;}rz020 CAD I.D.. SSP-0 PROJECT. FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA m BOHLER R BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Pigne. (540)349450D Fes (540)349-0 21 VA@BohlerEng.com re oF� JOHN C. WRIGHT Lic�0 .312020 i� DEMOLITION PLAN SHEET NUMBER: C-201 REVISION 0 - 1/3I2020 LON S PARM X PORTION OF PARCEL 20 PANTOFS D.S /151 PO 352 iANDS N/F MARTIM ✓ffF£ -6A' HOSPT D8 4973 PG 550 USE 04CANT 'ONE COMMSRCAL 01TV P10 07800-00-%1-0,20f PARCEL 7JA PANTOPS D8 2 019 PC.. 1.^5 LANDS N//f� 4L8£ARRIE LAND, LLC 08 4416 PC 460 USE VACANT ZONE PD-MC PID. 07800-00-00-07.i44 li i 1 RP RAP OUTFALL SEE SHEET C401 FOR . �.� SyUa')=AD�7tTYMJA[ INFt1MYTlf]N � i DONc PANTOPS D 8 681 PG 330 !ANDS N �F MARTHA JEFF£RS(JN HO.' PF 4973 PC. 55L USf. VACANT ZONE: .COMMiRC142 Of PID.' 07800-00-00-01 A:'W PEAAW4NENT RETAAW WAU EASEA/ENl 46.32 ✓G 12: COMFCI TEMPORARY J PRoOFFSITEWORKJ EASEMENT AND GUTTER STATE FARM BOULEVARD J H'ltTVt]]MctMe�nnut�¢tOi eu S[Tc.[wel ci][ a eM.vt]xu:eeees nwr_ oow]cn ev ruenr_cc � no ,n a � �.�� ...:.e. ce..c.. e... n..�....�� i i i CIAL LOT SEE NOTE 2 6 SHEET ACRES t) 1 1 ,-LIMITS OF DISTURBANCE e� LOT 3 PANTOPS 1 D.6 681 FG 330 1 PROP'STOP'w' ` AND SIGN (M) .Cd 12 y SAWCUT -PROP TEMPORARY EASEMENT vroR EASEI.ENT ITE TABULATIONS ZONING DATA: SITE ADDRESS. 1628 STATE FARM BLVD. '.. CHARLOTTESVILL.E, VA 22911 CURRENTZONING. PD-MC TAX MAP PARCEL NUMBER: 07WO-00-00-06500 07800-00-00 06400 EXISTING USE: VACANT PROPOSED USE: HOTEL BUILDING HEIGHT. 85' MAX PARKING REOUIREMENTS REQUIRED PROVIDED i PROP. 109 ROOMS I1 SPACE I ROOM) 109 71811.10 SPACES / ROOM) TOTAL SPACES PROVIDED 118 PROPOSED SETBACKS FRONT 30 Off (PORTE COCHERE) SIDE (WEST) 83.75' SIDE (EAST) REAR 116.50' 80.1T (TO FUTURE PAWL LINE) z �s W~0 z = Gbl w LI' Z w N F 0S w gY Z wcD�u-0x zzwwLnww rL9t olr� zFwa= wz -} .'� r' 1-� �> ZU U.110 Y r, ZU)2 W ZZ< Ozaaai-0<: C �v,cc fa Ie. z w 2 Q<�0, UJ J ua a� U w F- � =i K:t REN'ISIONS 2EVi DATE: COMMENT 14L4: N hh11:1L i Kn n�htlS Caubd 8y0Bf. ALWAYS CALL 811 6'S 1a'a ITS free It's "*'a* NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAN/N BY: DSH CHECKED BY JC W DATE: 1W3/2020 CAD I.D.- SSP-0 REAR 302.791(TO CURRENT PROPERTY BOUNDARY) PROJECT - FIitiAL HATCH LEGEND SITE PLAN DOCUMENTS .{ PAVEMENT PROPBUILDING FOR PT HOTEL, LLC I� 8 (SEE ARCH I ` ADA STRIPING DRAWINGS) PROPOSED HANIP7"ON I\\ m 1628 STATE FARM BOULEVARD I STANDARD DUTY 7 STANDARD DUTY I CONCRETE i { RIVANNA MAGISTERIAL DISTRICT r I I )ASPHALT PAVEMENT .1 S ALBEMARLE. VIRGINIA <� BOH LER I F N G I N F E R IN C CC HEAVY DUTY MILL BOVERLAY ASPHALT 28 BLACKWELL PARK LANE, SUITE 201 PAVEMENT WARRENTON, VIRGINIA 20186 Phone: 1540) 3494500 Fax (540)349-0321 VA@BohlerEng.com .l.t VDOT HEAVY DUTY ASPHALT PAVEMENT JOHN C. WRIGHT ! .0 Lic. No.046960 1/3/2020 0004 —0 SHEET TITLE - NOTE: 1, SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. SITE 2. PROPOSED "SPECIAL LOT' IS RESERVED FOR FUTURE DEDICATION TO THE COUNTY FOR PLAN T A AT PUBLIC USE UPON DEMAND. SEE ZMA201800005. PROFFER 2. ia.C'11 iI SHEET NUMBER 30 15 7.5 0 30 Ce30l 1'= 30' REVISION 0 - 1/3/2020 PARCEL 7JA t PANTOPS 0..8 2019 PC. 125 fANDS N F A416 PC. D4601 D.B. USE VACANT ONE PD-MC P1D. 07900-00-00-07,iA4 1 STATE FARM BOULEVARD Z ►y w w 4 Z w z�z�� w�9�t � ww�>w »�o�z Z Fw<s wz J> Z 0 w w 0 � 70C<D:m� f• Z(c/)� W ZZH $ oz12 0 o�0uvi�crto . < GL < w Z c� LEGEND J a¢ a t � W > J F LU PAINTED YELLOW CURB TO DESIGNATE FIRE LANE d UNPAINTED CURB I SIGN TYPE'A' SIGN TYPE'C' SIGN TYPES' No ( NO PARKING PARKING i j PARKING OR OR I OR SrANONG STANDING STANDING FIRE LANE I FIRE LANE I 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 CURSING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA END OF PAINTED AREA SIGNAGE SPECIFICATIONS i. METAL CONSTRUCTION, 12".Ir 2 RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 31W 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 -z• B. OR -1-. c FIRE LANE -21,7. D. ARROWS 1"xG SOLID SHAFT WITH SOLID HEAD 1 112 WIDE AND 2' DEEP. 5. SIGNS ARE TO BE MOLNTED 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) 2. NO PARKING FIRE 3' MIN. LANE 'FELLOW STRIPING (SEE NOTE 03 BELOW FOR TYPICAL WIDTH( NOTES /. THE "NO PARKING FIRE LANE' LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS. 2. LETTERING SIZE SHALL BE 12' IN HEIGHT (MINIMUM] AND LOCATED 12' FROM THE PAINTED CURB AND STRIPING. 3. STRIPING SHALL BE AS FOLLOWS: • 4' WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED T FROM THE EDGE OF THE CURB ALONG WITH THE CURB FACE AND TOP PAINTED. • 6' WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED Y 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 '^r J z Wa W z o~ REVISIONS REVS DATE I COMMENT PFVEW MC u`W+WAi. rtiB HGT py"1EMER a6A fdlK;;1RUCYN'N tY�--, uWLHT cKE85 U101C/�IEf) CIPIEMWISE Know what5 581TlYL Can belom ym ft ALWAYS CALL 811 It's fast. It's Gee It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.. V17= DRAWN By DSH CHECKED BY JCW DATE: 1/32020 CAD I.D.SSP•0 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA ® BOH LER F N G I N F E R IN G 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 201" Phone. (540) 34945W Fax (540)349-0321 VA@BohleiEng.com )HN C. WRIGH Lic. No.046960 113/2020 SHEET TITLE. FIRE LANE FLAN SHEET NUMBER: 7� /J�y 30 15 7.5 0 30 C-302 REVISION 0 - 1/3/2020 a 0 f RaMEv acary 4 AtarCNTFa .n *A*Ej KEMPSSOCIATES . me - F., as a+r I • W saa.rscas .ww r.mw....v.m State Farm Boulevard Hotel Albemarle County, A A _ -- - - Average Daily ------- Peak land Use (ITE Land Use Code) Size Traffic (%pit) AM Hoar (rph) PM Peak Hour (vpb) Eater Eft Enter East Enter Exit Hotel 1310) f K1 rtrmu SJJ cJ4 ill ±c _ Jo Tx ATIM 2011 Page 611 Figure 611-1, Symbols Used in Typical Temporary Traffic Control Figures .Application ® ax,ue scsc:. April 24, 2018 ®flAMEYKEMD 1:IcnLiav l_JftRaic ASSOCIATES PROPOSED SOUTHWEST SITE ENTRANCE r .1aukn1 .c>s+ct S ^ - M"W _GI a l vEiQLE -, tC14^JRMi• Bows, � �ovw,.!>p..E aJnras:+w apt i src,s �� HG.•�lf h•. tYUYX. :1F.tCF 1 F: sic •a{{. 2 ••e v.cacW, arvsE= 4i]�-{{. FI JGtLP ASs±'1AVGE oE.sE Page 6H-iN April 201 Typical Traffic Control Outside Lane Closure Operation on a Four -Lan, Roadlvar (Figure TTC-16.1) Standard: 1. On divided highways hawing a median wider than W. right and left sign assemblies that] be required. inclatx'r' .Ggn slnrurg _,"id he J300%1j00' h,r L.,mrted Arress hlgh.i+ss ko all whet n Ovgrs, the Ign spatting shwZd he 3ta1'-AXt' . hety der 1x,sttd speed hmo rs grc ier than 4.5 aVA and 3jM..5(A)'.herc the posted speed hoot r s J i mph or le.+s s Ca. should he errrrrsed when esh.Nmh+ng the halts o; rdr wnrA zam to rnsare mazumrm pusnhle s,ghr dauncr In cad m-, or the rro+t nkm hased tm the paned speed hmn card ar least equal In or ,creaser 1Wo the where rn T-N, 6H 3 /•i,r /.rmoed.4ereae htgfn, till o m�mnmm cal1(/!a'1' I.t F/enrcd 4 All vehicles. equ pmem . orkrrs. cars] there nrrnrrics Juterld hr rrsrrn tied to arx ,ode raj tiler pnrment Standard: 5. Taper IA=gtb (L) and Channelizing Device Spacing shall be: Ctwnrselizing Device spacing �on Speed Limit (mph)_ o-35 1 36- Transition Spaelg 20' ! 4W TraveNray Spacing 40' SQ' C_onsoucuon Alrcess' 120• _. �— ce Spacog may be increased to this distance. bM shall not exceed ogre access r Y. ritle. On roadways with paved shoulders having a widthof 8 feet or more, charimlizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. Taper Length IL) SpaeO Limit (Mph) larM Width (Poet) s _ 10 11 tz 25 95 105 115 125 f3O3515Q;esten22S 2d5 2d0 i 2T0 i 2fi5 i 320 45 405 d�495 540 50 d50 SW 550 BW 55 185 805--BGO- 80 85 70 540 585715�7ti0 830 t100 860 720 700 i 770 840 10mmum taper lengths for Lotned Acoess highways shall be 1000 toot. Shoulder Taper= %L Minknum 6, An arrow' board shall be used when a lane is closed. When more than cane lane is closed, a separate arrow board shall be used far each closed lane fate Figure -ITC-18). 7. The buffer space length shall be shown in Table 611-3 on Page 611-5 tut the posted speed limit 8. A shadowvehicle with either ■ Type 8 os ( arrow board operating in the caution mode, or at least we high intensity amber rotating. Dashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenantor shall be used. 9, %chide hazard warning signals shall of be used instead of the vehicle's high -intensity amber Gating, Dashing, or' oscillating lights but can be used to supplemenl the amber rotating. Bashing. Orr oscillating light, 10, When a side road intersecis the highway within the TTC zone, additional TTC- devices shall be placed as needed. 1: s[.wiW t-JllRalt April 2!N Page 6R-w Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) —i = G20-2 IV) 500' �i SHADOW VEHICLE REQUIRED_..-_.- - (TMA REQUIREMENT SEE NOTE 8) SEE O ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE NOTE 7 SEE NOTE 5 O O p o B OR C ILLUMINATED FLASHING O • H` "TYP/` 0 O AMBER ARROW SEE NOTEES 3 d 6 SMOULDER TAPER SEE NOTES 2 d 3 A ®—_...�. ,� ice._.._ SEE NOTE 5 ♦ W4-2R SEE NOTE 2 R4-V7L KEEP --__-.. LEFT J,,.,..---- ♦ W&zL SEE NOTE 2 A i..--._. W9.3R ♦ SEE NOTE 2 W20-1 PROPOSED NORTHEAST SITE ENTRANCE �P4 z z 0 W W N .; LL+z z�Z{nV '= W W Ur rU�U� 6 Z W W N, W , z>(! N ~p X .� W x L) W Z �>Z U W 0— in Z) Q < In FBI Z ZCz EDU<Q 2000a Zaa0c,-_, toXwa (rO,WZ tTYa <rt= ' J a a � F W L) J ~ t W t- RE1'I IONS '.EV, DATE COMMENT n2Yw.s i Knis adWS 7111. can belote ym f11g ALWAYS CALL 811 h'S h isl It's free It's the law NOT APPROVED FOR CONSTRUCTION PROJECT No. V172065 DRAWN BY. DSH CHECKED BY JC W DATE: 13202D CAD LD-: SSP-C PROJECT FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROP06ED HA.iiPTO\ INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA m BOH LER E N G I N E E R I N G !8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 34945W Fax: (540) 34"321 VA@BohlerEng.com )HN C. WRIGHT Lic. No. 046960 1/3/2020 j SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER. C-303 1e 5 25 0 10 L U t•=10, REVISIONO- 1;3l2020 M et TV17206SDRAWINGSlPL SETS'.FINAE. SITE PLAN'V172065-SSP4) DWG PRINTED BY CHEDGES 10320@11.13AM IASTSAVEDBY CHEDGES STATE FARM BOULEVARD • 1 PROP GRADE � cx szc '?•Ix IG•S '••GG t:•SG t3WS ,}✓A 13HA t3•SG N.pS Id.SS SIGHT DISTANCE PROFILE — SOUTHWEST ENTRANCE SCALE 1h N'NOMZONTN I" 'ERTI(x t6.W 10.50 It.N tl.Sp 1— Ins) 13- — — 1C.1O SIGHT DISTANCE PROFILE - NORTHEAST ENTRANCE SCALE., M HORQW& +•=3'14TiTMN NOTES: 1. FOR ADDITIONAL LANDSCAPE INFORMATION. SEE LANDSCAPE PLAN ON SHEET C-701. 2 SEVENTET�TREES AL(XIGTHE STATE FARM BOULEVARD FRONTAGE HAVE BEEN PROPOSED WRHIN THE RIGHT OF WAY TO PROVIDE THE REWIRED 415 , 3. THE ROAD ELEVATION ON STATE FARM BOULEVARD. AT THE NORTHEAST ENTRANCE AND NORTH OF THE LIMITS OF THE SURVEYED AREA, IS APPROXIMATE AND BASED ON ALBEMARLE COUNTY GIS INFORMATION. W z z z a w N pi, Wzw � z�Nu ! W Z� Z W N UZ>LW z 7LWK- Wi1 /-i rWQ=�WZ §ai > Z U W N U l 1 �0-'QCJ ZG 8: O EMy C1<ONNO:N 4t Lu U I r y ® Sl RM SIOAS IEV DATE COMMENT ALWAYS CALL 811 ns 1ay. u's «ee ns Ine �a.. sw NOT APPROVED FOR CONSTRUCTION PRo3ECTNP.. v,Tzou ORA—BY- osH CNE- 0BY JCW DATE: 1fL202D CADI.D.: $SP4, PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC 51n PROPOSED HA111701 111 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA m BIF XOHLER 26 BLACKWELL PARK LANE, SUITE 20� WARRENTON, VIRGINIA 20186 Phone: (5C01349i500 Fax- (5COI U-M321 H JONN C- WRIGHT LiC. No. 046960 4 1/3/2020 ? SHEET TITLE SIGHT DISTANCE PROFILES SHEET NUMBER. C-304 REVISION 0 - 1/3/2020 PRMTEO BY CHEDGES+.N.20@ I I- AM UST SI.VED BY: Clf<DOES MV i s U H 11T V1T20641ORAW WGSPLAN SETSIFUM SITE PLAMW 7216SSSPD.DWG PRINTED BY CHEDGES 1.03 20 @ 11:13 AM LAST SAVED BY. CHEDCaES STATE FARIM BOULEVARD i 4.4'a8[E wjf %h I'r-114 r 4tPl;4�T PAYf✓ GCB_&' "W"'. i,P£En ,v r s mP.N r''s 669 O1 L* FIR 661 /I' 1LA'7 & 0E. r8' a; Lam' If M GRADING LEGEND EXS73W41)7E I TYP�NOTETE PROPOSED NOTE CONTOUR LINE SPOT Gif6. C516. ELEVATIONS 515. SANITARY LABEL = ILO � �# STORM SEWER i I i STORM MANHOLE TYPICAL END j SECTION I � HEADWALL OR ENDWALL YARD INLET { CURB INLET MONITORING I WELL BORING Q BENCHMARK TEST PIT SLOPE LEGEND MANAGED SLOPES HATCH LEGEND I MILL 6 OVERLAY VDOT HEAVY DUTY ASPHALT PAVEMENT 1 RIP -RAP nI'TFA1.1. COMPUTATI(11V5 Outlall 0 Do, Pipe Talhlrater I La, Apron Apra) Wkith d5B Rip4W Ripdtap Diameter cond)tion i LIMO LlpatreIM I Downstream Depth class 1 1 (in) (ft) I (ft) (ft) (ft) (it) A-10 16.99 24 Max 6 } 6 I 5 0.5 1.1 CWSs AI z w� aG LU w w Z w I C9 ZjZtnU� z�rwaso�wzo U,02H W.0Y #i > W 2I �Z aU �W .: OpQW Zr Voza0yw WvIrrh �aN5 J> o_ zDz S U W I- N 6 z3 I REVISIONS ;EV DATE I COMMENT a>b L Can'1e evmft ALWAYS CALL 811 Its last. It's free It's the law NOT APPROVED FOR CONSTRUCTION PROJECT No V172M DRAWN BY DSH CHECKED BY )CW DATE: 1I 2020 CAD I.D.: SSP-0 PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HANiPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA ® BOH LER E N G IN F E R) N C 08 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (54D) 34945M Fax (540) 349-0321 VA@8oh1erEng.cam JOHN C. WRIGHT 7 Lic. No. 046960 ; 1l3/2020�� SHEET TITLE' GRADING PLAN SHEET NUMBER: C-40Yaauuyy REVISION 0 - 1/3/2020 Ahmorwt. ► Hydrant Flow Service Authority Y Date of Report 2/14/2017 S—Q*C-nrl*° � Test Report i601¢tlYiD RYa vulYsrp�lr YN 22&n 1a3i„N,utt p Location State Farm Blvd Date and Time of Test 2/14/2017 12:38:00 PM Minutes of Flow 2 Pipe Size (inches) 8 Pressure Hydrant 10790 Static Pressure (psi) 64 Residual Pressure (psi) 54 Flow Hydrant #1 10785 Pitot Pressure #1(psi) 63 Test How 1 1109 Flow Hydrant #2 10791 Pitot Pressure #2 (psi) 30 Ten Flaw 2 765 Flow Hydrant #3 12350 Pilot Pressure #3 (psi) 62 Test Flow 3 1100 Total Estimated Flow (gpm) 2974 AWWA Q20 Calculation (gpm) 6623 (Value of rero In Q20 indkates Irtstiftient pressure drop for cakvlatfon) Comments Hydrants opened all the way. For method Of <akufaHng plot Row w h a dlR— see eq. 13, Wahid and Lutes inkole 1990 Journal Marra{ement and OperaiWu AW WA IAA tens Conducted uOM 2.5 discharee oW M unless utha ise specified) Estimated Consumption (gal) 5948 For use for water audit e�-- Signature of Tester: 1� 1220 pp 1176 (1i i 791 0� n Will f� i Flow Hydrant 'o h 140 : Residual Hydrant 3tZ r 1y 0(9 a>p' 5 t �s fly, G' 40p Flow Hydrant 078 u la V ERSaH Legend ' 078 1 A r ACSA NydraM 078 c_; ^.. 235�psb^ 241 CPI InService, Ownership 66 0 Na In Servt:a, ACSA OwrAd 2 _ � Flow Hydrant �-'h Na e+,.ttp.. PnY>,ae 23 / n Sw%,c+_ Pmete Owrwww —�-- 1 to Sauna. ACSA 0~ 1800 J/ 4 RWSA Water Main 1236 tr uu+v ryp� �.s 235 1 .. i ACSA Water Main 'rl () Ownership ara Y lna CLARM r N - tise■L rumaw. ot w, appal■w1w.lr,Ora■a on aAs mp euaew.ewy.n.eta�aanorrr rto.moottdnx TinplrftS Cowy arm awataforvgaJrIsefMnfar1Mrd1e1MYON" W49 E psipa"` "*wftn *nVnmWzmbdriObb9 Service Authority z r.rn. ec.■tu s ACMrt.ppMarmormrtineawPAreaa 0 noS 400 800 800 a C Aw ACSA&§"0Cf11r apedlle lab ba0aa Pt OM raQwotr aof Feet S, -,y • +a H11'AVI7 06510RAwING51 LM SETSIRNAL SITE PLAN1Vn2065-SSP-0.rnv13 PMNTEO BY CHEDGES 1.03 20 a 11:13 AM LAST SAVED BY: CHEDGES STATE FARM BOULEVARD �P4z z w~ a " W �w W z W W�, W z�Zt" V ' 0W (92U=U� : U Z W N W W a.r t052 <10z OpQaQ�¢ rrhh 0 Z'X < < 0 z . agU) 0) aJ W < U W I— rn Rlo� 1 10 REV11 DATE j COMMENT 11e5 dUwaiG 5 R11Eed'.D Ft:F rnRaCrPK KAOa M.f1FY REVIEW AMO API'nPVK 2 rA2_TW1E TRUC44]M1 '4EN'UTAES3aO(w1F0 C1FAAWIg tl101/F��4118r6 t may, \ Call1■tefe yatdl8 i ALWAYS CALL 811 ' IYs last. lYs Iree It's ttH, law i a j NOT APPROVED FOR 1 CONSTRUCTION PROJECT No V 172065 DRAWN BY: DSH CHECKED BY JCW DATE: i/3t2020 CAD I.D.: SSP-0 PROJECT. FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC 1r r � falifa_ PROPOSED HAtPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA m BOH LER F N C t N F F R I', G I BLACKWELL PARK LANE, SUITE 20 WARRENTON VIRGINIA 20186 Phone: (540)349ASM Fax (540)349-0321 VA@BohlerEng.com 3HN C. WRIGHT Lic. No.046960 1 /3/2020 A SHEET TITLE OVERALL UTILITY PLAT AV SHEET NUMBER: C-50"1 REVISION 0 - 1/3/2020 I PARCEi ° iA PANTOPS C.B 2019 PG 125 - - i LA.,05 N'/F ALBfMARLE LAND, LLC t 05, 4416 PG 460 \ t USE' VACANT ZONE PD-MC t PID 07800-00-00-073AA t , t I 1 1 ! I � I � I E PARCEL X PROP 20' PRNATE *PROPOSED SPECIAL LOT SEE NOTE 2 1 PORTILW OF PARCEL 20 SANITARY EASEMENT / ! TT 1Is SHEET ! PA.NTOPS i OB 1151 PG 352 ( / % / R.G ACRES z1 LANDSh'5V N//F WRTNA ✓fFFfHOSPITAL- DB 497T PG 550 Sf. VACANT jX , '0Nf GYJMM£RClAG OATACf PD 07B00-00-00-020,rf PROP Rm RAP OUTEN.: 1 1 1 _ I 1 IPROP 15'RCP n n --PROP ISOLATOR Rawl — — t --- -— ----------- - -----22s--- PROP TPVC-iS-RNE LIMITSOF---1 DISTURBANCE IF A PROP B' PVC 2� SAN GT II ( -PROP. 1,1111 GALLON GREASE I I BiV S1.a TRAP TO BE PROVIDED AND INSLOT 6 1 ( j ! rrr.sls. CONTRACToeSEE� PANTOPS I1 24' SWAN PLANS FOR DETAIL D B. 681 PG 330 ACCESS EASEMENT PROPOSED HOTEL 13.864 SF L405 N//F I 109 ROOMS MARTHA ✓EFP-FMh HOSPITAL I 6 STORY D.B 4973 PG 550 II ( I BUILDING HEIGHT 65 MAX USE ZONE aWMERC/A<T OFFICE FFE = 518.50 PID 07800-00-00-06600 PROF. FIX; LOT 3 PANAVJ q �1 D B 681 PG 330 NZ H CHI F OOL TM 4 HIG AIN - LfAGUF, INC Da 996 Pc 157 r - : USE" OF.F/CE _ -ONE PD-MC ------- -- ---- RID, 078!VJ-OO-OO-06jW L------J I 1 / I 6' PVC M-0 PERM44EYr r774MNhU W46 fASENA!2J I t--._ � i Jj) PROP.E DB 46J.° fY• !23 �.. I I FIRE LINE �`� •�•� ` `• - - - i --PROP. 4'oD1.ESTlc .2A-RCP PROP.(2)45-BENDS i TI !-PROP VARIABLE WIDTH WATER EASEMENT L - I PROP ?D z LAADscAPE wALL_ 1p P I OP. � DESIGN BY OTHERS) PROP "LANDSCAPE ANDSCAPE WALL R YAUL� (DESIGN BY OTHERS PROP. 6'X6'TEE I 1 HYDRANT 1 I (2}15`- PR :F LANDSCAR MES 01 LBfAGH4GRh`.���\1 SET L + 007�,�,Ops_� `CHEW rfAll,A4.4/7Y tLev=sr6.d7 1�VL_ -- raucrAaY PROP. SAwCUT .`�1T PROP CORD STOP -I P TEMPORARY EAScACN7 -� J PROP TEE AND 6'N-� `F'�1E wORK 08 46J2 PG MJ PROP TEMPORARY EASEMENT OFFSITE WORK EASEMENT STATE FARM BOULEVARD ^,1 Fi :�yi F-y1;Jr >Pfeo t1411, J5 47 t",9 669 P6. 8 68! Jae W 331 n_8 F61 P11; ..- 6 - T•V172069,DRAWINGS'•PLAN SETS'�FINAL SITE PLAN1V172065-SSP-0 DWG PRINTED 61 CHEDGES 1 03 20 @ 11 13 AM LAST SAVED BY. CHEDGES A y1 ��Lae PROP. RELOCATED- PHONEBOx /ODD A ;,�OMRAACT TO'Ib VE FIFE `r xISTING VALVE AND -PROP. CG12� / RELOCATE HYDRANT AS SHOWN -__--PROP TEMPORARY OFFSITE WORK EASEMENT � tl� � 11>•nitlll>_ t UTILITY LEGEND f.1rST M'C •VOTE ' TYPICAL NOTE TEXT PROPOSED NOTE SANITARY ISAN LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND W WATER LINE UNDERGROUND ELECTRIC LINE E UNDERGROUND GAS LINE OVERHEAD _ WIRE UNDERGROUND T TELEPHONE LINE 1 UNDERGROUND CABLE LINE C STORM SEWER SANITARY s SEWER MAIN HYDRANT SANIITARYHOLE MANHOLE i�,'-1 STORM MANHOLE WATER ' METER WATER • VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL �ce� YARD n INLET J CURB INLET CLEAN O OUT ELECTRIC G MANHOLE TELEPHONE t MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL (�\f MONITORING t7 WELL TEST PIT J Tp TEST PIT NOTE )r--I CONTRACTOR TO TEST PIT FOR EXACT LOCATION OF EXISTING UTILITY T� 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. I' MANAGED SLOPES SANTTA RY T . A'T'FR A T C;CT-T_'T)T -T P Structure Invert Bev. Length (ft) Slope ( %) Dia. (in) Material Upper Lower Upper (it) Lower M) BLDG SAN 1 SAN 1 SAN 2 513.00 t- 505.00 51250 500 OO 1693 139.22 2 95% 3-59% 6 .._....— 6 PVC PVC SAN 2 SAN EX-1 49000 44600 201.75 21.81% 6 PVC BLDG SAN dGT513 OD 65 512 � 51235 1 5 OD 1437 2.00%512 2 09°6 6 PVC Br2Y0tg HIS Engineering, Inc. CanaO.V Enflmeors Domestic Water Sizing IPC 2015 Table E103.3(2) 1IL,iCi1^.�®®O Frain figure E 103.315?, water supply sae for 120.0 GPM al 6 Psi is 4'. IncoMng Domestic water. • 4' D0l`ne3Ha Water Meter Size - 2' based on Fixture Value Sizing z is W� LU � W . LD Z�ZInU '?a: w W p WUCDU� T z�7CD �Z W HmC>7W FW Z WWn S Z >W <IXF x3`� r ZU)M W Z - I- i v Oa. z�Qk00 tM� Z - 6 0. a p Z 1n W Z E W U ~ W x REVISIONS tEVI DATE I COMMENT n.:s I>AAwxx:ls x.TEt,mEo Eort >P wvr. �nEw A.ro wwwavu. n3nc*g T�<'RUf1�p0. Ni �TE55 �16J!(.h1E.: t:q; �•.�sE • i Im'rt4Asttb•bN. CIl bdoellne . 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BOTANICAL NAME COMMON NAME CAL CONi CANOPY I TOTALCANOFY $/YCEIBEES t A9 5 kiB 4JWW LKiE .2. CA B•B 1P 1911 iN + alit, IF9A YAT1 P.ERRTkR111`04 Mil B'P 3W Ile 1 :.R 3 CAfPN6BET„LSSTA51tSalU P,RAAADk EJCPFWffl 1 W 111-TCA 641 1R 9t U 3 f$l'L'PMtDAIPP011LTM I tNA4ESE rie/Ritbt R✓ff 112 TCA S•B W /% GTS 4 GLEFISt IA"ho va WAN 9ROBNSTEP ! 51A_X 15TEP.IK94Tt0Ot5t 132I T fA Bdl Q/ IAN hs 2 AYBSAS+.YAAGA 5'' uii1 TWR0 I14-7CA 9'B 123 205 AO 2 RATANA0CMMALS ArED:wY S,tAR7E 1,4 TCA. B+B +N 25% 1T2 4 a61aLe Fluslts +MOM IL2701L 9.6 TTL ,19E a4RiE plIBAJxI TALWTOM 1L't TG11 A. 725 1.0c E 1 2EU[7iA9MTA AASE9EXatVA 112 7-CAL e•B 3R 14C 9lIBiP1A I TOTAL tLt% i OEL04T159R65 S G a _ CLF.1FAAlNrCW I 9A E8XFF1ETWA 24w ;3 CAI, M IR N A '%AaV"*7AIE_V Y Gk1ft1 I hAWSWEETPR 2-V .3. R4 RI WA 21 vvhwYCNCfm 2WC iicm aw"rAt. w —�---I als ut, °' i7pA a 0,:aaL:ARFFpOF BLRFOIDWiL:.Y Zr 13cm RA NA SE a CE1 WWI Sawld)0, %a11iRlLA9Y9EFd!Y rGil! XX rl C. ILA w ALBEMARLE COUNTY LANDSCAPE COMPLIANCE CHART i SECTION REQUIREMENTS CALCULATIONS COMPLIANCE LANDSCAPING ALONG STREETS : EAST PROPERTY STREET FRONTAGE iD. ONE 111 LARGE STREET TREE ;REQUIRED SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET I STREET FRONTAGE: 406 LF { OF STREET FRONTAGE. OR PORTION THEREOF. IF 1 LARGE CANOPY TREES REQUIRED: 1150 x 406 = 8 TWENTY-FIVE l25) FEET OR MORE. WHERE I MEDIUM CANOPY TREES REQUIRED: 1/40 X 406 - 10 i PERMITTED ONE IT) MEDIUM SHADE TREE SHALL ROW OF SHRUBS SPACE 5' APART REQUIRED I BE REQUIRED FOR EVERY FORTY 140) FEET OF 7 { 32.T9.S.d 8 e 1 ROAD FRONTAGE. OR PORTION THEREOF. IF ! PROPOSED I LANDSCAPING 1 TWENTY (20) FEET OR MORE LARGE CANOPY TREES PROVIDED: 8 COMPLIES ALONG STREETS 1 MEDIUM CANOPY TREES PROVIDED: 10 E. SHRUBS ALONG PUBLIC STREETS. WHEN A ROW OF 1112) SHRUBS SPACE 5' APART PROVIDED ? PARKING AREA IS LOCATED SO THAT THE PARKED WDICATES PLANT MATERIAL UTILIZED TO FULFILL REOUIREMENT 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 / C FOLLOWING LANDSCAPE NOTES 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2 PROPOSED RETAINING WALL WILL BE SCREENED BY THE EXISTING VEGETATION TO THE NORTHWEST AND WILL NOT BE VISIBLE FROM ADJACENT LOTS 3. SEVEN (7) TREES ALONG THE STATE FARM BOULEVARD FRONTAGE HAVE BEEN PROPOSED WITHIN THE RIGHT OF WAY TO PROVIDE THE REQUIRED 415INTERSECTION SIGHT DISTANCE SPACING OF SHRUBS. SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE (5) FEET ON CENTER INTERIOR PARKING EOT LANDSCAPING I INTERIOR PARKNG LOT LANDSCAPING AN AREA OF AT LEAST (5) PERCENT OF THE PAVED ! REQUIRED PARKING AND VEHICULAR CIRCULATION AREA I PARKING LOT AREA. 48.997 SF SHALL BE LANDSCAPED WITH TREES OR SHRUBS AREA REQUIREMENT: 5% i INTERIOR LANDSCAPING: 5% x 48,997 SF = 2ASO SF REQUIRE j PLANT MATERIALS MAY BE A MIXTURE OF SHADE ' TREES AND SHRUBS AND SHALL INCLUDE ONE (1) 1 PROVIDED 32.7.9.6 LARGE OR MEDIUM SHADE TREE PER TEN (10) INTERIOR LANDSCAPING = 3.360 SF (6.86%) PROVIDED LANDSCAPE LEGEND LANDSCAPING WITHIN I PARKING SPACES OR PORTION THEREOF f REQUIRED PLANTINGS COMPLIES A PARKING AREA i NUMBER OF PARKING SPACES: 118 REQUIREMENT 1r10 SPACES PROPOSED TREE CANOPY CANOPY TREES: 118 x (1/10) = 12 i SHRUBS:NA EXISTING TREE CANOPY PROVIDED PLANTINGS + + + + TREE CANOPY CANOPY TREES: 13 EVERGREEN TREES NA + + Y PRESERVATION AREA •�• INDICATES PLANT MATERIAL UTILIZED TO FULFILL REOUBREMENT MINIMUM TREE CANOPY TREE CANOPY CALCULATION I COMMERCIAL OR INDUSTRIAL USES IF THE SITE IS 1 REQUIRED 7 PARKING LOT AREA 1 TO BE DEVELOPED FOR COMMERCIAL OR GROSS SITE AREA: 192,249 SF 1 INDUSTRIAL USES. THE MINIMUM TREE CANOPY IS CANOPY COVERAGE 10% I t 32.7.9.8 TREE CANOPY ; TEN (10) PERCENT. I CNOPY AREA: 10% x 192,249 SF = 19,225 SF ' COMPLIES PARKING LOT PROVIDED PROPOSED TREE CANOPY = 13.948 SF LANDSCAPE AREA ® 1 EXISTING TREE CANOPY = 73 467 SF 1 87.415 SF (45.47%) W"z z Ci' LU W LU E w W Z wn ' z W 1 w > '. LU Z W N W U, W j e= z t:-w<zwwz _i>zUwUU)00 ti T.. 7KQ2'-� s ZN�WZZ�a O uux�£k. za<"�cr O z aJOoNWz J z aa� w L) J _ U W F REVISIO\S IEVI DATE I COh1MENT I=_' I{I1Rw 19�A5 bebW. C2811lmmy0Mft ALWAYS CALL 811 It's In, it's free It's the law NOT APPROVED FOR CONSTRUCTION PROJECT No.. V172065 DRAWN BY: DSH CHECKED BY JCW DATE: 1/3/2020 CAD I.D.: LSP-0 FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA BOHLER FNGINFERING 28 BLACKWELL PARK LANE, SURE 201 WARRENTON, VIRGINIA 20186 Phone. (540)349A500 Fax (540) 349-0321 VA@BohleFEng.com aiFj`LTH pJe . NICHOLAS T GEORGAS r Cert. No. 001653 K 01)03,20 V � qPE SHEET TITLE. LANDSCAPE PLAN SHEET NUMBER. C-i01 REVISION 0 - 1 /3/2020 H'. 1Tvt72065',DRAWINGSIPLAN SETS'TINA SITE PLAMV1720654SP4 DWG PRINTED By CHEDGES 1 03 20011 14 AM LAST SAVEO BY CHEDGES TIONS I. SCOPE OF WORK: THE LAND SCAPE 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 DEPARTMENTF O 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 - I ALL DISTURBED ARE AS ARE TO BE TREATED EA ED WITH A MINIMU M 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 ONGL ROOTED WEED AND DISEASE/PE ST FREE WITH A UNIFORMTHICKNESS. HICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED 7p HOLD SOD INNPLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SMALL BE A W LAYER OF DOUBLE SHREDDED BLACK CE DAR MULCH ONL Y. ALL OTHER AREAS SHALL 8E 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 8 LANDSCAPE ASSOCIATION. 1.2 IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SMALL 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 I%', 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 CAUPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES IS') ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH 14') CALIPER SIZE. IF THE CALIPER AT SIX INCHES (S-) ABOVE THE GROUND EXCEEDS FOUR INCHES (4-) IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 1 Y 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._GENERALONTRWORK PROCEDURES A. CACTOR 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 CONTRACTORS EXPENSE- DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS. BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN 8 ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. S. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REOUIRE 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 SMALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (W) 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 HE TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE 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- 1 15. 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 SOUS 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 1 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 3D% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 6046 OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL- MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1't). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13 BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SMALL 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. L. TOPSO"G A CONTRACTOR SMALL 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 TO OLS ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D ALL PLANTING CONTAINERS AND NOWBIODEGRADABIE 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 APPROWNG 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 OUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMEN70SA LIRIODENORON 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 SACKFILLED 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 7 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 SALL. THE POINT AT WHICH THE ROOT FLARE BEGINS. IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL L ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A V..' LAYER OF HUMUS RAKED INTO THE TOP 1' OF PREPARED SOIL PRIOR TO PLANTING- ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES. SHALL BE PLANTED LESS THAN TWO FEET (Z) FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB P. ALL PLANTING AREAS SMALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. tO�TRANSPLANTI-_LWHEN REQUIRED] A ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. 8, 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 W) DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 1. 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 N 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 CONTRACTORS RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 2. 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. .CLEANUP 0. 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. 6. 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. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE OR WRAP TRUNK ---�\ / - FOLD BURLAP AWAY FROM TOP OF ROOTBALL PREPARE WIDTH OF \ / SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES NIGHER IN OR TWICE THE WIDTH OF THEROOT BALL WHICHEVER- 1 POORLY DRAINING SOILS. /" j 4' BUILT -LIP EARTH SAUCER ATS , GREATER /. ." �- 3" THICK LAVER OF DARK PREPARED SOIL FOR 1 / BROWN DOUBLE SHREDDED �� HARDWOOD MULCH TREES 1 PART PEAT MOSS t PART COW MANURE 3 1 BEFORE PLANTING ADD 3 TO 4' PARTS TOPSOIL /; OF WELL -COMPOSTED LEAVES _ _ _ OR RECYCLED YARD WASTE TO �- BED AND TILL INTO TOP 6' OF UNDISTURBEQ-- PREPARED SOIL. 4.6' DEEPER THAN ROOT BALL SUBGRADE _I ) II I �I I ILiL'., I ice' _ I I I_ I REMOVE THE TOP 113 OF THE WIRE BASKET DIG WIDE, SHALLOW HOLE--� i� 1 I1 IF PRESENT. ANY AND ALL TWINE SHALL BE WITH TAMPED SIDES / /- REMOVED FROM THE TREE BEFORE \ BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUND- BASE OF ROOT BALL BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 19%CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL /-- ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE ° TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE---- OR WRAP TRUNK / FOLD BURLAP AWAY FROM PREPARE WIDTH OF,, ° TOP OF ROOT BALL PLANTING HOLE 6 FT OR • / TWICE THE WIDTH OF o THE ROOT BALL: o • e a° SET ROOT BALL FLUSH TO GRADE ° ,- WHICHEVER IS GREATER 'o j OR SEVERAL INCHES HIGHER IN /� POORLY DRAINING SOILS 4-BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES - .I PART PEAT MOSS I \ I \-\ / - - 3' THICK LAYER OF DARK BROWN DOUBLE j/, 1 PART COY MANURE \� 3 PARTS TOPSOIL / / SHREDDED HARDWOOD MULCH / /-BEFORE PLANTING ADD 3 TO 4' UNDISTURBED----_/ SUBGRADE I _ I E9 ; i / OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED t AND TILL INTO TOP W OF I I � PREPARED SOIL. DIG WIDE. SHALLOW HOLE-� � (� I I I I WITH TAMPED SIDES / �- 4-0' PER THAN ROOT SALL -1-LL��N1 10 REMOVE THE TOP M OF THE WIRE BASKET IF 1'T= I )- PRESENT- ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY-- BACKFILLING. BURLAP SHALL BE FOLDED BACF AROUND BASE OF INTO PLANTING HOLE ROOT BALL _SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE. ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT, DECIDUOUS TREE PLANTING DETAIL PLANT SHALL BE - TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX..\ I PART PEAT MOSS \ I PART COW MANURE 3 PARTS TOPSOIL PLANTING �t t:IIXTURE WILL CHANGE WITH \' SOIL CONDITIONS -i a1r 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 113 OF THE 'IRE BASKET IF PRESENT- ANV AND TWINE WINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE / '-- FOR CONTAINER -GROWN SHRUBS. USE FINGER OR SMALL HAND TOOLS TO PULL j THE ROOTS OUT OF THE OUTER i LAYER OF POTTING SOIL. THEN CUT OR PULL APART ANY / ROOTS THAT CIRCLE THE / PERIMETER OF THE CONTAINEn - 3' THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE _ PLACE SHRUB ON i I 1 FIRM SOIL IN BOTTOM OF HOLE REFERENCE. ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL -PLANT MATERIAL SPACED AS INCORPORATE 2- OF PEAT INTO 6' OFF SPECIFIED. SEE LANDSCAPE PLANTING MIXTURE. AS SPECIFIED \ SCHEDULE FOR PROPOSED SPACING 3' THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE i1 MINIMUM 6' TOPSOIL 1 t - '�� I EXISTING SUBSOIL 1 (- TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING', D, D / + D - ! TYPICAL PERENNIAL AND GROUND COVER SPACING 8 LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOTE. THE T E STAKING TO BE REMOVED AFTER 2 GROWING SEASONS • a a ° o ) e a a DO NOT WRAP TRUNK - REINFORCED RUBBERHOSE (IrT DIA.)�\\ 12 GAUGE GALVANIZED WIRE GUYS TYMSTED- \ 2' DNA. HARDWOOD STAKES 2J3 TREE HT.� ° 2 PER TREE ^ a \ \ EXISTING \ GRADE � PREPARED SOIL FOR TREES 1 PART PEAT 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE- \1 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 BEFORE PLANTING ADD 3 TO 4' OF I C WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6' ?-� I _i_ OF PREPARED SOIL II I � I_I=I �_ I I I-( EMOVE THE TOP 113 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE --{-1Y-i�- REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY AROUND BACKFILUNG. BURLAP SHALL BE FOLDED BASE OF ROOT BALL BACK INTO PLANTING HOLE \-,ET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL SEEDING SPECIFICATIONS 1_ MATERULL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION I IA 80%-TURF TYPE TAIL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% - ANNUAL RYE GRASS SEED 12- INSTALLATION RATES. 12.1 SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS11,000 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,DOO SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.23 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 80LOS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1,25 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 Z' DIAMETER. 2A AREAS TO BE PLANTED SHOULD BE ROLLED WITH A GULTI-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. 32 EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDLNG MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECTS APPROVAL. 3.3 SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED, 34 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 BOLES 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 IS.SLBS11000 SQUARE FEET). 36. 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 41 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 OWNERS (OR OWNER CONTRACTORS) 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 10F 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. W z w?0W> wamu-Ux Z W to W W Z } U' F WQ FW<2 wz 7a•<tr�NO y Wz III Q 2 Q UZm<F�O Z O O D W Z % aZNa� < U W I- V) u L REVISIONS REV DATE COMMENT 10- "­,h.t% below, Call betom pudiq ALWAYS CALL 811 H's Last. It's free It's the law' NOT APPROVED FOR CONSTRUCTION DRAWN BY: DSH CHECKED BY JCW DATE: 1/312020 CAD I.D.: SPO.O PROJECT: FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HANIPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA ® BOH LER E N G I N E E R I N G I BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone. (540)3494500 Fax: (540)349-0321 0i CHOLAS T GEOR( Cert.No 001653 7 16 SCq PE AR� SHEET TITLE LANDSCAPE NOTES AND DETAILS SHEET NUMBER u`: // 02 M'1171V17206,9DRAWINGSIPLANSETS`'FRKAL SITE PLAMV172065-SDP-0DWG PRINTED BY. CHEDGES 1,03.20@11'15 AM UST SAVED BY CHEDGES TO SCALE REVISION 0- 1/3/2020 1992 3.38 Site Planning for Tree Protection 1. If lot size allows, select trees to be saved before siting the building. No tree should be destroyed or altered until the design of buildings and utility systems is final. 2. Critical areas, such as flood plains, steep slopes, and wetlands, should be left in their natural condition or only partially developed as open space. 3. Locate roadways to cause the least damage to valuable stands. Follow original contours, where feasible, to minimize cuts and fills. 4. Minimize trenching by locating several utilities in the same trench. Excavations for basements and utilities should be kept away from the drip line of trees. 5. Construction material storage areas and worker parking should be noted on the site plan, and located where they will not cause compaction over roots. 6. When retaining existing trees in parking areas, leave enough ground ungraded beyond the drip line of the tree to allow for its survival. 7. Locate erosion and sediment control measures at the limits of clearing and not in wo oded err to prevent e ent gas, deposition on of P sediment within then h lm the drip line of tre es being preserved. Sediment basins should be constructed in the natural terrain, if possible, rat her tha n in lo cations where extensive grad ing and tr ee remo val will 8r 8 be required. equ eel. 5Ae¢}fieationt 1. Groups of trees and individual trees selected for retention shall be accurately located on the plan and designated as "tree(s) to be saved." Individual specimens that are not part of a tree group shall also have their species and diameter noted on the plan. 2. At a minimum, the limits of clearing shall be located outside the drip line of any tree to be retained and, in no case, closer than 5 feet to the trunk of any tree (Plate 3.38- 1). 3. Maw: Prior to construction and before the preconstruction conference, individual trees and stands of trees to be retained within the limits of clearing shall be marked at a height visible to equipment operators. According to the Virginia Department of Forestry, a diagonal slash of brightly colored paint approximately 8 to 10 inches in length is a common practice in areas where an accidental or purposeful alteration of the proper markings is a concern. In most situations, such as an area which is supposed to receive formal landscaping, a surveyor's ribbon or a similar material applied at a reasonable height encircling the tree will suffice. f. Additional Trees - Additional trees may be left standing as protection between the trunks of the trees to be retained and the limits of clearing. However, in order for this alternative to be used, the trunks of the trees in the buffer must be no more than 6 feet apart to prevent passage of equipment and material through the buffer. These additional trees shall be reexamined prior to the completion of construction and either be given sufficient treatment to ensure survival or be removed. g. T tnk rm ring - As a last resort, a tree trunk can be armored with burlap wrapping and 2-inch studs wired vertically no more than 2 inches apart to a height of 5 feet encircling the trunk. If this alternative is used, the root zone within the drip line will still require protection. Nothing should ever be nailed to a tree. Fencing and armoring devices shall be in place before any excavation or grading is begun, shall be kept in good repair for the duration of construction activities, and shall be the last items removed during the final cleanup after the completion of the project. TABLE 3.31t•A TREE TYPE SPECIAL CONDITIONS - -- - --APPUCATION RATE,& ME7 10D ' r FORMULATION Grestur than 6 inches dbh* except American Normal 2-4 lbs. per" dhh: Commercial 10.8f6 or 10- broadcast Benches and C,aGapQla 64 Broad -Leaf Grade 4-5 lbs. per dbh; Commercial tOb-d Deciduous Change broadcast Smaller than 6 inches dbh, including all Normal 1-2 lbs. per inch dbh; Commercial 10-841 or 10- broadcat American BexJra and Crabapples fN Grade 26 3 tbs.stper inch dbb: Commercial 10-6-4 Grata than 6 inches dbh. located in groups 24 His per 100 91. ft. of bed area; Commercial I044 f broadcast Evergreen Evergreen Greaser than 6 inches dbh, single ng1 specimens per . 2 cos. inch dbh; brodnt Commercial IOfi4 in open ara Smaller than 6 inches dbh 5 lbs. per 100 sq. ft. of bed area; Tankage or Cottosrsad imorpmagd into soil Mal wee rdtrogee is soil is sufficient Liberal quantities mcmpmated Imo sal Acid Pat Moss a Ro Hmad-leaf E `eWeen =it applied as mule6 Oak Leaf Mold Where additional nitrogen a necessary Also add 5 lbs. per 100 sq. ft. of bed Tankage or Cottonseed ara incorporated into soul Meal • dbh : Diameter at brat height (4.5 feet above ground level). 12. 13. 14. Source: Public Facilities ManUW, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 4. Pre -Construction Conference: During any preconstruction conference, tree preservation and protection measures should be reviewed with the contractor as they apply to that specific project. 5. EQuipm t7lneration nd Storsyae: Heavy equipment, vehicular traffic, or stockpiles of any construction materials (including topsoil) shall not be permitted within the drip litre of any tree to be retained. Trees being removed shall not be felled, pushed or pulled into trees being retained. Equipment operators shall not clean any pan of their equipment by slamming it against the trunks of trees to be retained. 6. Fires: Fires shall not be permitted within 100 feet from the drip line of any trees to be retained. Fires shall be limited in size to prevent adverse effects on trees, and kept under surveillance. 7. Storage and Dis t of Toxic Materials: No toxic materials shall be stored closer than 100 feet to the drip line of any trees to be retained. Paint, acid, nails, gypsum board wire. chemicals, fuels, and lubricants shall not be disposed of in such a way as to injure vegetation. Tunnelling is almost always preferred over the trenching method. The tunnel should be 18 inches or greater below the ground surface and should not be located under the center of the tree (an off -center tunnel has the least impact on the roots). d. Roots shall not be left exposed to the air. They shall be covered with soil as soon as possible or protected and kept moistened with wet burlap or peat mass until the trench or tunnel can be filled. e. The ends of damaged and cut roots shall be cut off smoothly and protected by painting promptly with a tree -wound dressing. f Trenches and tunnels shall be filled as soon as possible. Air spaces in the soil shall be avoided by careful filling and tamping. g. Peat moss or other suitable material shall be added to the fill material as an aid to inducing and developing new root growth. h. The tree shall be mulched and fertilized to conserve moisture, stimulate new root growth, and enhance general tree vigor. i. If a large amount of the root system has been damaged and killed, the crown leaf surface shall be proportionately reduced to balance the reduced root system. This may be accomplished by pruning 20 to 30 percent of the crown foliage. If roots are cut during the winter, pruning shall be accomplished before the next growing season. If roots are cut during the growing season, pruning shall be done immediately. Removal and Renlacpment of Dama&�t._ Trees: Should a tree intended and marked to be retained be damaged seriously enough that survival and normal growth are not possible, the tree shall be removed. If replacement is desirable and/or required, the replacement tree shall be of the same or similar species, 2-inch to 2k-inch (minimum) caliper balled and burlapped nursery stock. However, today, with the aid of a "tree spade," the same caliper tree may be required as a replacement. Clean- o: Clean-up after a construction project can be a critical time for tree damage. Trees protected throughout the development operation are often destroyed by carelessness during the final clean-up and landscaping. Fences and barriers shall be removed last, after everything else is cleaned -up and carried away. Maintenance: In spite of precautions, some damage to protected trees may occur. In such cases, the following maintenance guidelines should be followed: a. Sail Aeration - If the soil has become compacted over the root zone of any tree, the ground shall be aerated by punching holes with an iron bar. The bar shall be driven 1-foot deep and then moved back and forth until the soil is 8. ) gncing and Armoring (Plate 3.38-2): Any device may be used which will effectively protect the roots, trunk and tops of trees retained on the site. However, trees to be retained within 40 feet of a proposed building or excavation shall be protected by fencing. Personnel must be instructed to honor protective devices. The devices described are suggested only, and are not intended to exclude the use of other devices which will protect the trees to be retained. a. Snow Fence - Standard 40-inch high snow fence shall be placed at the limits of clearing on standard steel posts set 6 feet apart. b. Board Fence - Board fencing consisting of 4-inch square posts set securely in the ground and protruding at least 4 feet above the ground shall be placed at the limits of clearing with a minimum of two horizontal boards between posts. If it is not practical to erect a fence at the drip line, construct a triangular fence nearer the trunk. The limits of clearing will still be located at the drip line, since the root zone within the drip line will still require protection. C. Cord Fence - Posts with a minimum size of 2 inches square or 2 inches in diameter set securely in the ground and protruding at least 4 feet above the ground shall be placed at the limits of clearing with two rows of card 1/4-inch or thicker at least 2 feet apart running between posts with strips of colored surveyor's flagging tied securely to the string at intervals no greater than 3 feet. d. Plastic Fencing - 40-inch high "international orange" plastic (polyethylene) web fencing secured to conventional metal -r or "U" posts driven to a minimum depth of 18 inches on 6-foot minimum centers shall be installed at the limits of clearing. The fence should have the following minimum physical qualities: Tensile yield: Average 2,0001bs. per 4-foot width (ASTM D638) Ultimate tensile yield: Average 2,900 tbs. per 4-foot width (ASTM D638) Elongation at break Greater than 1000% (ASTM D638) Chemical resistance: Inert to most chemicals and acids C. Earth Berme - Temporary earth berms shall be constructed according to specification., for a TEMPORARY DIVERSION DIKE (Std. & Spec. 3.9) with the base of the berm on the tree side located along the limits of clearing. Earth berms may not be used for this purpose if their presence will conflict with drainage patterns. loosened. This procedure shall be repeated every 18 inches until all of the compacted soil beneath the crown of the tree has been loosened. b. Renoir of D mercer 1) Arry damage to the crown, trunk, or root system of any tree retained on the site shall be repaired immediately. 2) Whenever major root or bark damage occurs, remove some foliage to reduce the demand for water and nutrients. 3) Damaged roots shall immediately be cut off cleanly inside the exposed or damaged area Cut surfaces shall be painted with approved tree paint, and moist peat moss, burlap, or top -soil shall he spread over the exposed area. 4) To treat bark damage, carefully cut away all loosened bark back into the undamaged area, taper the cut at the top and bottom, and provide drainage at the base of the wound (Plate 3.38-8). 5) All tree limbs damaged during construction or removed for any other reason shall be cut off above the collar at the preceding branch junction (Piste 3.38-8). 6) Care for serious injuries shall be prescribed by a forester or a tree specialist. C. Fe 'I'gWo: Broadleaf trees that have been stressed or damaged shall receive a heavy application of fertilizer to aid their recovery. 1) Trees shall be fertilized in the late fall (after October 1) or the early spring (from the time frost is out of the ground until May 1), Fall applications are preferred, as the nutrients will be made available over a longer period of time. 2) Fertilizer shall be applied to the soil over the feeder roots (see Plate 3.38-9). In no case should it be applied closer than 3 feet to the trunk. The root system of conifers extends some distance beyond the drip line. Increase the area to be fertilized by one fourth the area of the crown. 3) Fertilizer shall be applied using approved fertilization methods and equipment. 1992 338 FFETNCINC AND ARMORINC DRIP LINE J'r SNOW FENCE i► . �Il,i;� amIII:I,I'�I 1111- 1�\'Ido f,(j iI li IIL� l am SOM FENCE :I i I OOM FENCE PLASTIC FENCE CORRECT•DOF CORRECT•- TRIANGULAR BOARD FENCE TREE CARE I� 1 t I TREE WOUND TRIM AND TAPER TREATING BARK WOUNDS 3 1 T�E C'AU`AR lNGORRECr CORRECT CORRECr PRUNING DAMAGED BRANCHES Source: Public Facilities Manual Vol. III, Fairfax Co., Va., 1976. Plate 3.38-8 4) Formulations and application rates shall conform to the guidelines given in Table 3.38-A. Maintain a ground cover of organic mulch around trees that is adequate to prevent erosion, protect roots, and hold water. z Y2: Z n ww _ w .K a �w U' Z Z) Z07U Z w�wwj w ._. wU' gUU� F1 c�?wn jw ZWQ2 0WZ >e Z Z >ZL)"0 Z Q vi O Z rn w 8 Z � _� ¢ 00uF y 4K L Qa0O�WZ _< aZ�aZ Y a U -a W k } i) REVISIONS tEVI DATE COMMENT r Knox, alhaas6eloyIL ALWAYS CALL 811 Its last. II'S lee 11'S the law NOT APPROVED FOR CONSTRUCTION DRAWN BY DSH CHECKED BY JCW DATE. 1312020 CAD I.D. SPD-0 PROJECT. FINAL ` SITE PLAN DOCITMENTS FOR PT HOTEL, LLC PROP( SEI) HA.MPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER I !8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone. (540)349-4500 Fast. (540) 349-0321 VA@BohlerEng.com r NICHOLAS T GEORG S r Cert. No. 001653 ti 92 01!03120 rV :tPE AVM, SHEET TITLE - TREE PRESERVATION NOTES & DETAILS SHEET NUMBER C -7013 H'-..:TVI]206SDRAWINGSIPLAN SETSJ'INAL SITE P_AMV172085-$DP.0 DWG PRINTED 8Y CHEDGES 1 03 20 @ 11 :5 AM LAST SAVED BY CHEDGES ( REVISION 0 - 1/3/2020 REVISIONS REV # DATE BY: 1 1 1/7/19 J.P. o.o b.o b.o b. no 00 00 00 00 one --�-- ��� o.o b.o b.o o.o b.o b.o b.o b.o o.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o o NOTE: THE FINAL SITE PLAN CANNOT BE APPROVED UNLESS AND UNTIL ALL THE OUTDOOR LIGHTING INFORMATION REQUIRED BY Z.O. 32.6.2(K) IS PROVIDED TO DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE OUTDOOR LIGHTING REQUIREMENTS AS SPECIFIED IN Z.O. 4.17, AND WITH ALL OTHER APPLICABLE CONDITIONS OF APPROVAL ESTABLISHED THROUGH PREVIOUS LEGISLATIVE ZONING APPROVALS. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. 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It's hee h's the law' NOT APPROVED FOR CONSTRUCTION PROJECT N<: V7 i 20fi5 DRAWN BY DSH CHECKED BY JCW DATE. 113.2020 MINI SERIESOM DADI S�° PROJECT FINAL +L.A L ElHlyfl6pta9rtN3ta.a....r.. w.naaN 1- 1 rrtlor.c� +�xwu-t .aa+«- 77��S�It/TTE �PSL'`ANT OR trc• fiAK'a. a-n III a:L641 TYiw P Blum T3% tu� W-w 4) DOCUMENTS TS 14 l2 taN p'J.F4a lta) )" MWGs b3 pW4r a)tr av4 p mw FOR PP 6)2a 91{yfi tC at.W:.l lap BhUP:,] tN at LOL] PT HOTEL, LLC n sw ra Nx 12! of WGi assr 1.+ a,.tuel /G.t aSi tli Etow ru3 ut F-4: Se WL16UTING IS SYSTEMS amw wtsWjrtmgmm Project Date ---- Location: Notes at ay.otno w<,xa.x.. wnt.,. t � waern.xFr. PROPOSED HAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA BOHLER FNGINIFERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540)349-4500 Fax (540) 34M321 VAgBooh/erEng.com V JOHN C. WRIGHT Llc. No 046960 a pop 1 /3/2020 SHEET TITLE LIGHTING DETAILS SHEET NUMBERS��//'''' C-810d l REVISION 0 - 1,13/2020 H':t TVtT205S•DRAWINCSiPWJSETS.FIN3LL SITE PLAN•Vt72065,SOP-0DWG PRINTED BY CHEDGES ?C3204,!ttS FM UST SAVED BY CHEDGES z 0 4 TRASH ENCLOSURE DETAIL NOT TO SCALE +-AL-! I.-..___ 1 -il �vill A--aLrwr MiTOpE 1 TYPICAL DESNDN u arri �-( SECTION A -A` -ca�mk I y-T- - TYPE A SECTION 0-8 WITH BUFFER STRIP koTrS fa LNEBK w0*ES dT rTF ALrL(•Wtf NMYK AJfKL.SQ SKLr :aF S — i UEAi1 Tr R ibCG Ea,r brar}U<Tww 11sEr MfalwewATCS nO[R 9Kwhe Lt141L (�e�E MOe�FD ai of p yZq 8..� yM{ �p eyo ,LKT.M B fft! IaP ,t. l rMA T SwME .roa Y Y - M[a drtSCL ar L -T ip'aC'C'�f Y a< wN:ruv «»r �3 N : NwwEO NEa vweA-� 7 CROSSWAkK� TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION CROSSWALK �li„$CWALh WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEAENT DIAGONAL PLACEMENT (WITH BUFFER STRIP WITH BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE �VD� q5 TYPE A (PERPENDICULAR) APPLICATION BFt»a. v.•r sNEE' cs r. SaS W1GNa YfMr xaS_aE CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4• DMETER STEEL PIPE FILLED- IAW! CONCRETE PAINTED TRAFFIC �\ YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR - CONCRETE SLAB 30DO P.S.I CONCRETE _N_OTE: 1 SEE SITE F N FOE LO Al` O (S: MIN 'r4a BOLLARD DETAIL 7(Yf TO S(-AL.1, IJJ \ JJJ. JJJJJJ JJJ ,J3J o JiJ�J 18` SQUARE CONCRETE j JJIJJJJJJ ! ENCASEMENT LjJ / (3000 P-S.I CONCRETE) 3.DDO P.S.1 CONCRETE- ASPHALT ORS \� CONCRETE AS \. \ TRAFFIC RATED CLEANOUT COVER INISHED GRADE DETERMINED BY TRAFFIC SURFACE ,-r ASPHALT OR CONCRETE 4' SEWER CLEANOUT CAP -- SAND CUSHI -- 3000 P.S.I. CONCRETE-' 6' PVC ENCASEMENT PIPE-" TRAFFIC RATED CLEANOUT DETAIL NOT TO SALE M`E MSSES���OIL�M]R fN RK[ .r � p5 A', ..sour fsfwaaul sKE zwN.c+w GENERAL NOTES s/dh tv E BM X Nr rB.eJ[ .wOK+at .SEF kpTE S� Eran. u+ nKa, u sv r a .E a-r TIE awe r.0 a r.n s ( - - - - - .�. - I - r -1 s.wreN a nEra• s :au3rm Tu, r+E kU:wr KD.E awe, rn a-:.ro CLi caKLAw.n+x i SIKeKt tt XC STK Lit .'C-E ra !IW4R5 ( II w,w X— •:, a S— — — I1Dl�.hkS ' 'NONE ti i WTKBM \� !,BPA+.FL SPK4 BNrIK�EPa�;,(Ns SwI,T E LG6tky<rCL • M �Cvwm4 BL , rOk wKK o m v.fP C�Gw �_.__ EneNwoN wrrzc w t+E wrN,wx . ~ NUTL Y-0• K K k N wnasE wO.Ownv i • B e4vtT Or6tWK,EED bO�Tf wfivk d T.fr Y'[rgk A-' W Ea<EP1 rat PFT.af.(aENI Pi.wPaSFS PLAN VIEW ENTRANCE DOTES S w[k M ! Iw.N(L Nap CJMpv ,�O<pypplR K NaElK Mgw4r AawE ;�� wf4AlENrt of TKwaTLD IEbT TwW A T-L aEPTk fat feEEKf B F111e RKIS - r?PMKf1C CJM Ekr,rNKY alit: 7 ' hE JerS O rHE PIp SNGKD K �.a5E0 ro T- IEFE w-a. HUGE �F ParE?EN, Cw i L tUf G wactgN Of a. rlaw L 0 6 PL.M M[ 1C EpCat( m(w CgKt _ � r i a.�c of«-P�Kv.L`A1e9 to weoBioE -arrNt aN+r,Nr ec.oss B r ------�- -- a Lwfa[ Cr:KtE-' ■ kE AIM. Ns NAww, ENrweu.Y aaaoEE ck//rBEs ~i• caric w trE KiQw/e< ENIP KC GMDE I ���� `ak I ! U .heft 'fM 'tKILE wY ka'r MnI:CaBL[ ra SHEET Kai-Jf INTERSECTION NOTES e wkEK <a 115 a raw STK(r mEEE,I- T. ® ca s>eac* aKE auncfy nr,.. PM.srxc :zwx <aK<rnr, wsr tcSowB r AccawoMa nark .�wkra Pouct .re�rr4 afr_raE eEauErANTs SECTION A - A vaa+r� oe .Wx"a".ro �.� wE. wQlwE�ifEkwTwSU etyw.F. I f B M1xeNf ft RK Yt* f£aR nMgw, of e Pgirpw of pR rEN TO Feavi( Pa9TVF aM4a[ ACr45YY TkE wT£wYCTpN --�i ALLOWABLE ENTRANCE GRADE CHANGES lS. E+fERMIOE YELP[ 'V- cdrnE,f-. c : •. .:.' --� aEufi.F w,ewBe. .ea NopE T :so, .so B a I E t SECTION C-C _-.oN- :Ew k wB�cax�'F"Jes Norr �wEE flrtwewx 0- TA a Nor faP�wrcfwL f STIQ ti< It TKE6 vF m<arrn METHOD OF TREATMENT NVOOT waev Eo wkaEe s1MBwps (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) larwnl. aaTF vaT , 0 1 WVMa afeMTKNI aF rwMEEwr,laiww UT/e IDJA• +r r--REFLECTIVE ALUMINUM LEGEND AND BORDER -GREEN FIESERM WHITE SYMBOL ON BLUE BACKGROUND it PAR" i / BACKGROUND - WHITE ® 1 / TYPICAL AT ALL ADA SPACES i--THIS SIGN TYPICAL AT ALL 'VAN -y ACCESSIBLE' PARKING SPACES VAN �.�-PENALTY SIGN WITH WORDING AS i REQUIRED BY STATE OR LOCAL LAW ZZ I �..IZED'U' CHANNEL POST 0. I t r-4` CIA SCH 40 GALVANIZED STEEL PIPE ma BOLLARD PAINTED OSHA YELLOW FILLED O. J WITH CONCRETE 00 1 m O LB " r-PAINT CONCRETE BLACK AFTER R 5 I / CURING AT ASPHALT LOCATIONS J �( -4000 PSI CONCRETE i i'i-�.� �i�•: i�i�I��7��i���Ii��' ' I NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY. THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES ILLARD MOUNTED ADA PARKING SIGN DET TRUNCATED- 1:12 SLOPE-'r j DOME PATTERN NOTE: i. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. TRUNCATED DOME PA EDGE OF CURB- • i p SLOPE P,j_ '• SLO 1211 MAX. 12:1 MAX., I L MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAIViP DETAIL I ADA ACCESSIBLE RAMP DETAIL T N07 O SCALE NOT T'O SCALE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GALLONSS.Y ) 4'CONCRETE PAVEMENT SURFACE r-6X6 WWM (10 GA.) ^ B' COMPACTED STONE BASE (SEE PAVEMENT DETAIL) -•--+--�- CONCRETE-TO-ASPHALT DETAIL NOT TO SCALE ,,-2' MIN. CLEAR ZONE /' (TYP , LT 8 RT.) z 1 VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PERK/ L4• CLASS A CONCRETE (30D0 P SI Q 28 DAYS( GEOTECHNICAL REPORT) • THICK. COMPACTED STONE BASE (TYPE 28) NOTE: 1. EXPANSION JOINTS 1/2• WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE TO SIDEWALK WIDTH. SPACED AT INTERVALS EQUAL t, Ur Z w w W In i W 5 ZjZv1U t-i WO L)Z.U1 UI ?W Lill - 2>C7~11I IY� we � w c, 70 7 R'QDO: WNC0- ZEnm W ZZF` Op a-kx �-O EL K" U w N VISIONS COMMENT wEVEW aNp APPRavAI tr 6KGT wTiNUEU ASA - - - �: C615TAUGYNJN DOd,EENT aNLEBS:NJN:niEU aRENWBE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: i 1. SECTION SHOWN IS FOR BIDDING PURPOSES ONLY FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. K- Nutt belm Can y ALWAYS CALL 811 I� s last. It's free tt's the law' STANDARD DUTY CONCRETE SECTION NOT APPROVED FOR NOT TOSCMX,: CONSTRUCTION /-1.5• ASPHALT SURFACE COURSE (SM 9.5A) PROJECT N. 1172065 DRAWN BY: DSH CHECKED BY JCW / DATE: 1(3)2020 ! CAD I.D.: SPD-0 -2- ASPHALT BINDER COURSE (25.0) PROJECT: FINAL r /-6' COMPACTED STONE BASE (21-A) SITE PLAN DOCUMENTS f � ' FOR PT HOTEL, LLC COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS FOR BIDDING PURPOSES ONLY. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE CONCRETE SIDEWALK DETAIL (STANDARD NOTTO SCALE 6' SPILL CURB & GUTTER NOTES: 6' PROPOSED HAJiPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA B G H L E R ASPHALT PAVEMENT SECTION; LU NOT TO SCALE 28 BLACKWELL PARK LANE, SUITE � WARRENTCNN, V82Gq+ItA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 PAVEMENT DIMENSIONS) ON PLAN VA@BDhlerEng.com VIEW REFER TO FACE OF CURB ra LTH Op 7 J m COLLECTOR CI TRR Ar GI T I I RR 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 @ 1V-0- O.C. TOOLED 1r4• (x1116') WIDE, i' DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-O' INTERVALS. MAXIMUM. AND ALL P.C.'S. CONCRETE CURB & GUTTER DETAIL N(IT IOSC.ALE )HN C. WRIGHT Lic. No. 046960 1.13/2020 SHEET TITLE :'ONSTRUCTION DETAILS SHEET NUMBER: -,y® ■ To H a tlNIUESt SIANDAKDS H\,TV1720651DRAWINGSWLAN SETS 94AL SITE PLAMV172065,SDP-0 DWG PRINTED BY. CHEDGES 1.032001115 AM LAST SAVED BY CHEDGES REVISION 0 - 113/2020 2016 ROAD & BRIDGE STANDARDS NOTE: WHEN A PEDESTRIAN ACCESS ROUTE ----t CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR x 3 Cl (RADIUS TO BE AS I A WIDTH OF 5 FEET. A ZXSTREET APPROACH SAME SURFACING (�� SHOWN ON PLANS) N AS MAINLINE ROADWAY (SEE NOTE 3) — — — — — — (RADIUS TO BE AS SHOWN ON PLANS) / CG-2 OR CG-6 ( N T 1) `--- / — — 9 SIDEWALK SIDEWALK (SEE — — — — NOTE 5) '`' I OPTIONAL UNPAVED SPACE FLOW LINE EXPANSION i 9 JOINT �' I EXPANSION I JOINT NOTE: WIDTH "B" 2'-0" OR AS �#1 MAINLIN SHOWN ON TYPICAL SECTION. A PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE (ENTRANCE ONLY) EDGE OF PAVEMENT OR 8 % MAX. 0 OPTIONAL FLOW LINE GRADE CHANGE— D tSEE MAINLINE ROADWAY — — — — — — — — — — — — _ NOTE 7) 8R MA, ® D GRADE CHANGE — _ D 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A A 47 7 CLASS A3'. (H.E.S.) • •r:. e. CONCRETE SECTION C-C GENERAL NOTES I. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 3. MA94LINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE O►41TTED IN THE ENTRANCE.) 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7­. (SEE CG-13) 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REOUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 15(TVPD 0 X 3 % MEDIUM 500-1500 VPD <_ 3 X 6 % LOW LESS THAN 500 VPD 5 6 % 8 % NOTE ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SEiION RXVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF i VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203-04 2U16 ROAD & BRIDGE STANDARDS i H .1TV172065'DRAWINGSIPLAN SETS.FINAL SITE PLAM,V172065�SDP-0 DWG PRINTED BY CHEDGES 1 03 20 g 11. 15 AM LAST SAVED BY CHEDGES 2016 ROAD & BRIDGE STANDARDS ADJACENT TRAVEL LANE ASPHALT PAVEMENT: WIDENING 12 x EDGE OF EX:S!NG PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS- PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE (:OVPAI'IE^. SUBGRAaE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT iAYER5 TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM ) %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) >G MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT :AVERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN 3. A MINIMUM OF THREE CORES SHALL BE 'TAKEN ALONG 'HE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL. BE SPACED NO MORE THAN 500 FEET APART. 4_ THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11112 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, JNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REOL;RE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EF$7ECTIVE SURFACE DRAINAGE, 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. \V DOT ROAD AND BRIDGE STANDARDS SHEET I OF t I REVISION DATE 30. ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2" R D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE 315 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. COMB7NAT10N CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL tN THE SECTION ON GS URBAN STANDARDS. • .n n • � Q d e n n ' o ----------.- 21-01, THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. COMBINATION 6" CURB AND GUTTER `�LGE ROAD AND BRIDGE STANDARDS 1OF 1 [::'15��',L 02 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEE7 201.03 (D Z W W W N v'K Z W O Z U `"•i L >A LDzW WE>W •c z>tDtoto F •"_ u1 Q S W Z �> Z U W CO O ,. QIYmC7 F= i Z 0 W Z� t- yz 00Qa-H.X g p¢ U'grL 5 z-'0010 ,rt a XZVa¢ , > aZ< < U W BI--. (� REVISION'S I REV; DATE COMMENT ✓:` j rltv�w..rloAwwovu v.- haft bekm CA bufm You (t ALWAYS CALL 811 It's fast. II'S tree It's the law NOT APPROVED FOR CONSTRUCTION PROJECT N. 11c DRAWN BY'. CHECKED BYDATE. CAD ID PROJECT FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC I'12L)P"( 11) 11A\1PI ON I\\ 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA BOHLER F Ni G T N E E R l N I. 28 BLACKWELL PARK LANE. SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 3494500 Fax, (540) 349-0321 VA@Boh7ertrtg.com �FJ JOHN C. WRIGHT Y Lic. No. 046960 4r p0,� 1 /3/2020 ��� ECG` SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C-`02 J REVISION O - 1 /3/2020 Fa arA1s a wl ovrotcrr eAxn •Io -a1[Ar toles- w¢usr• at slims oam-oa.n m•m wr T- Q • ror wr Ht --- - I®t�wr 4Y 4_ .man wT YS T • &OW4 MIT -f1-t- -Y'-Y i9O1w FOOntl PRECAST MANHOLE AOAD s ro.os 165 valarA.. DtyAmt>n a TArerfxrA o�m lU1 F HUAC S BRC<3E STANDARDS 2D16 ROAD 8 BRIC*E STANCARDS �hf �cA rrw vn o.r. � ryrnaa. ❑ O ❑ A ❑❑D ❑ O A tit 4 v I ❑ ❑ ❑ ❑ ❑ ❑ ❑ w n aec r. C. o. T. ❑ SECTKkI A -A O°"�'"- O ❑ ❑ ❑ ❑ I ,tFwmatArE ❑ ❑ ❑ tmwn cur w+ TOP I B PLAN g I uY • ar. O x 2r a< SECTION B-B R• . N.• am BOTTOM nWp Aw tt.ea s1wo.Rns STANDARD MANHOLE FRAME AND COVER 9FET , 6 R1,�, WR „,�., O�Mrt,EMI of i•ut®DerArgn �• 2 (4) 1• (25rmn) Ow HOLEa 1 1/2" w 32 a•s3n..,, () M 27 1/2' DN (" 38— �T 3 �� [BB9mm] I [ ] O 2 7- I [687m ] A [ 178;wn ) 24' D1A [808mm) 28 7/l a' DU` ]�36-DIA I [156/m8m• ] 26' O O [914m] [660mm 1 1/2' FRAME SECTION 13/76' [38mm] [20mm] Z' (51mm) LETrws (RECESSED RUSH) [25mm] N [ L70 1/2' 5� Rr 2 1/6' 3 13/16- 22 13/16'3 ]� [97mm] [579mm] [�E0 0 25' 0 1 1 / 16' 35mm• [635mm] [17mm] [ ] 9/16' O.D. OF GKT GRDOVE CAM SOLT [14mm] SECTION VIEW 1 4 SASSE Y - NEOPRENEGASKET sKETA(z) wsR 1/16 X s/e x 1 1/z R (21800RUBBER 5l 9104 " Pfcxaojts (Snm 1 /9-11 x3 1/2 SS 2400' [41 mm PART/ 00981250 fimm 1/2• (2) WSHR 5/8 ID 1.50 00 SS 1 1/a' (29mm) Du BOSS [ ] [13mm -63 DIA. STAINLESS STEEL ROD PLAN VIEW PART/ oD9a+31a PICKBAR 8 LOCKLUG HOLE DETAIL NOTES: 2) NUT FH% 5/0-11 ZN N'(LX PART# 009e1284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLNN OR LOCATED IN AREAS SUB..ECT TO FLOODING SHALL HAVE WATERTIGHT FRAME k COVER. (2) NUT Hx AKM 5/3-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR S16CLIAR ASSEMBLY. PART# 0098122a (2) 1935R LOCK Luc TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N TS FIGS I .,�IINI)AII,)N lv!AIIr'',I P0, K1 I11IN!"!\IhN !v'.AI11,14I G '`' LE IkjN 4V'ATER PIPE INSTALLATION & BEDDING � E E ^Ll w o -,�E 81 s` L-J Eu Y � 1 va E sU v . rc 1 0 0 E o x S E EU y o 'SAN o uF u 'o _ E 4J c o 111 E� =E E E U �E Comm O I ' o � i �E o E O O Ll 1 I i TYPICAL MANHOLE FRAME & COVER N.T S FIG S-I-D TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN f AIN1)AII0fJ ^,!ATIPIA[ P,,i<KY [0iIN[)AII0N M.AliPlAt 41 - r - us_ • r I lA )NOA fK)N IN I'(r:'P S()II 1 INDI R '- III ; UtJ171T1,1N 21 DUCTILE IRON WATER PIPE INSTALLATION & BEDDING TYPICAL METER VAULT (2' METER) Nls TIC• W 1, TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - iN TYPICAL GATE 'VAL', TYPICAL SEWER PIPE INSTALLATION IN TRENCH i z LU LU LU uJ , Z I- tY w U z5zu)L Z U, W t l) (D MWW U _ U i LD J111w1-n5 pD Zw< T FYZU u�lcn11 Z , - Y co Z) 2 Q Z Q Z L,) I Q ooQQQo z 0u')m�N Z p LU TR a Xz �a.Z s ia U ,mi. In a .J REVISIONS '.EVI DATE 1 COMMENT rM5 6R.'.>1NC: �5 MTENDfD FOW Is,N.F:+PIu Hiypy A;dk. -R-11-_FA: �r�,_wT$2 �ccas> ,1t0'. DOCUM(Hi �fSS,WKwRU Cl'nl1N,a� • KWW ttdwlY A6IOYL cam 6e#0EB Yw ft ALWAYS CALL 811 ft s last. it's tree. I1's the taw. NOT APPROVED FOR CONSTRUCTION PROJECT No. V172065 DRAWN BY DSH CHECKED BY JCW DATE: 1won CAD I.D.: SPD-0 PROJECT FINAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED HAMPTON, INN' 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE. VIRGINIA BOHLER F %GINFFRI., 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone- (540)349-4500 Fax (540) 34M321 VA@BohlerEng.com �y�plrH oF` i JOHN C. WRIGHT .p Lic. No 046960 4 �0,, 1 /3/2020 ECG` SHEET TITLE WATER AND SEWER UTILITY DETAILS SHEET NUMBER C_`9u3 TD-26 H'1171V172065ZRAWINGSIPLAI4SETS`.FINAL SITE R"V172D65-SDP-0DWGPRWTEDBY CHEDGES 10320011 15AM I STSAVEDBY CHEDGES TD-25 REVISION 0 - 1?3/2020