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HomeMy WebLinkAboutSDP202100054 Plan - Submittal (First) Initial Site Plan 2021-06-04REFERENCES AND CONTACTS REFERENCES ♦ BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER 12825 WORLDGATE DRIVE, SUITE 700 HERNDON, VA 20170 DATED: 04/20/2021 SURVEY JOB SV211201 ELEVATIONS: BASED ON GPS OBSERVATIONS *ARCHITECTURAL PLAN: ARCHITECTURAL RESOURCE TEAM 1055 E. INDIAN SCHOOL ROAD PHOENIX, AZ 85014 CAD FILE NAMED: "BASE-128X60-RH-CMU" DATED: 05/05/2021 GOVERNING AGENCIES ♦ALBEMARLE COUNTY SITE REVIEW COMMITTEE ALBEMARLE COUNTY, VA 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 243-7929 UTILITIES ♦ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONF: (434) 977-4511 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. GENERAL NOTE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE W AS DEFINED BY THE DRAWINGS AND IN FALL CONFORMANCE WITH LC6AL REGULATIONS AND CODES. INITIA SITE PLAN FOR E ZEE7;mll LOCATION OF SITE 1636 SEMINOLE TRAIL ALBERMARLE COUNTY N CHARLOTTESVILLE, VIRGINIA RIO MAGISTERIAL DISTRICT D.B. 1980 PG. 239 PIN: 06100-00-00-120J O ��'r MunticY Cene1M' �' r � ��/'��sbrOOk Dr gfrry p ANvn� c1 oam.Ru.Y �a 6 � �- E"adweeebeeot a s... $ [IemenuD � scnggl A � Y pp N �e WuWLru„k rowrWme � J a 8 d3 SITE � RiiI1bN gal o 6erlttleY CLsrlptlenaN @t �b 0.d Fanipn sque.e F oc`Y+C re.a L .,dam s far^ ,A.? � Squire Hill n ¢¢¢ s f n 41 a Em Watefi,ld rn, Ty I�-N OWNER ADDRESS:C/O DUFFY BIRCKHEAD P.O. BOX 7652 CHARLOTTESVILLE VA, 22906 OWNER CONTACT: FRANK BIRKHEAD LOCATION MAP SCALE: 1" = 2.000 Copyright: Microsoft Corporation DEVELOPER HALLE PROPERTIES, LLC C/O DISCOUNT TIRE 20225 N. SCOTTSDALE ROAD SCOTTSDALE, AZ 85255 CONTACT: MATTHEW JOHNSON DEVELOPER PHONE: (840)-606-5758 z : 0T. 1■ HLER// CONTACT: KATHERINE ROBERTS, P.E. SHEETINDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES C-102 GENERAL NOTES AND LEGEND C-103 ALTA/NSPS LAND TITLE SURVEY (BY OTHERS) C-201 - 202 EXISTING CONDITIONS AND DEMOLITION PLAN G-203 SITE AND UTILITY PLAN C-301 GRADING PLAN C401 LANDSCAPE PLAN C-701 LANDSCAPE COMPLIANCE C-702 LANDSCAPE NOTES AND DETAILS C-703 SITE PHOTOMETRIC PLAN (BY OTHERS) C-704 CONSTRUCTION DETAILS SHEET C-901 SHEET TOTAL = 13 r, z 2 W W w rn ? W z W? Z w U WC7gU�U� H Ur ZW Wrn> W zrC9~pwD�i W QWo >zU= W v=iaQz¢ zXn�wzF� 0z�Qa~O I— J�U)U) W rn Q lxzu)n z > D J of U W H rn REVISIONS REV I DATE I COMMENT ro Know what; below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NS p® DMWN BY I INOT APPROVED FOR I CONSTRUCTION ' THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY ' REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: MEG CHECKED BY: KRG DATE: 6/04/2021 CAD I.D.: CNDS -0 PROJECT: INITIAL SITE PLAN FOR PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH LAO U Lic. No. 0402060193 SHEET TITLE: 06/04/2021 COVER SHEET SHEET NUMBER: C-101 ORG. DATE - 6/04/2021 GENERAL NOTES (Rev.212021) DEMOLITION NOTES (Rev. 22021) SITE LAYOUT NOTES (Rev. 1/2020) LIGHTING NOTES (Rev. 12020) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA (HEREIN "BQHLER-) PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONSIREPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS THESE NOTES AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL N TE AND PE IFI PLAN N TE Y BE F ND N THE INDIVID AL PLAN . THE E ENERAL N TE APPLY T THI ENTIRE D ENT PA KA E. O S S C C O S MA OU O U S S G O S O S OCUM C G IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONSIREPORTS AND CONDITIONS OF APPROVAL AND ALL APPLICABLE REQUIREMENTS RULES REGULATIONS STATUTORY REQUIREMENTS CODES LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO MECHANICAL ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD AND BQHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURALBUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYEXIT 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 AND BQHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD AND BQHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD AND BQHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD's AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BQHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINSTANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BQHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BQHLER PARTIES-), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM 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 PARTIES 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 PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND BQHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATESTAND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE ENGINEER OF RECORD AND BQHLER, 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 AND BOHLER 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. 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT DEMOLITIONIREMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS STREETS SIDEWALKS WALKWAYS AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITYIES PRIOR TO THE ( ) COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTNITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" MUTCD AND THE FEDERAL STATE AND LOCAL ( ). REGULATIONS. 4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY ( ) CONDITIONS REGARDING ITEMS TO BE DEMOLISHED REMOVED AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDEA SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER COMPLYING WITH ALL OSHA REQUIREMENTS TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTMTIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTMTY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BY BQHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) REGARDING WORKING "OFF-PEAK' HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BQHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12. 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. 13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTNITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 14. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTNITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNERIDEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev.12020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE VIRGINA GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 1.28 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT -A TEMPORARY GRAVEL CONSTRUCTION ENTRANCEEXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN SWPPP MEASURES NECESSARY AS INDICATED ON THE APPROVED SOIL ( ) EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES RULES REGULATIONS STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev.22021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORTS GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNERIDEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFUCT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7. 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.12020) 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 (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCEEXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDEA 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 12-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 12-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 114-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A717.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICES ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev.22021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDMDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES GRADING AND UTILITY NOTES SITE SAFETY AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3. THE LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES FC . ( ) 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECTS, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. W 2 O m Z 0_ W W W U) Z W ZZ= Z W U W H C1 > W C7 U-U UZW WU)� W ZrCJ~O - W Q 2� W Z H Z W N J > U O z U) Q Q Z Q Z U) � W Z F H OZ Qa~O Q U H � a Z 7 O � W Z Q (n a J LL Q of > J F U W I- /n REVISIONS REV I DATE I COMMENT Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NS o® f 6 s F 5 NOT APPROVED FOR CONSTRUCTION THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. I I PROJECT No.: V211201 DRAWN BY: MEG CHECKED BY: KRG DATE: 6/04/2021 CAD I.D.: CNDS -0 PROJECT: SITE PLAN FOR PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BQHLER// 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH V-I.Z r Lic. No. 0402060193 06/04/2021 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 N 0 N Q 0 C J I ORG. DATE - 6/04/2021 STANDARD DRAWING LEGEND FOR ENTIRE PLAN SEl LIMIT OF WORK LOW LOW LIMIT OF DISTURBANCE LOD LOD EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ONSITE PROPERTY LINE / R.O.W. LINE PROPERTY LINE / INTERIOR PARCEL LINE EASEMENT LINE - - - - - - - - - - SETBACK LINE CONCRETE CURB & GUTTER CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER UTILITY POLE WITH LIGHT POLE �o LIGHT TRAFFIC LIGHT �j UTILITY POLE O 4 TYPICAL J (� LIGHT (L� ACORN LIGHT TYPICAL SIGN A PARKING COUNTS —170-- — - CONTOUR 190 -------------16'9--_-__-_--__ LINE $� TO 51G4 OR 516.4 SPOT ELEVATIONS TC 516.00 TC 516.00 eC 515.55 MATCH EX _ 518.02 f) JHIV SANITARY 0AN LABEL # STORM LABEL # SL SANITARY SEWER �L LATERAL yy UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE C UNDERGROUND 0 GAS LINE GN OVERHEAD �H WIRE T UNDERGROUND T TELEPHONE LINE �. UNDERGROUND C CABLE LINE - - - STORM - - - - - _ SEWER S SANITARY S SEWER MAIN HYDRANT O SANITARY O MANHOLE STORM i O MANHOLE O` I\ ®M WATER METER WV WATER • VALVE GAS ❑ VALVE GAS METER TYPICAL END p SECTION HEADWALL OR 7�OR� ENDWALL d O GRATE O INLET CURB INLET O CLEAN 0 OUT G ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC EB BOX EP ELECTRIC EP PEDESTAL ® MONITORING WELL TEST PIT BENCHMARK BORING STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL Be BOTTOM OF CURB BF BASEMENTFLOOR. BK BLOCK BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE OF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CONN CONNECTION CONIC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GIRT GRATE GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT LIS LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MU MECHANICALJOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION POG POINT OF GRADE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE RET WALL RETAINING WALL R/W RIGHT OF WAY S SLOPE SAN SANITARY SEWER SF SQUAREFEET STA STATION STM STORM S/W SIDEWALK TBR TO BE REMOVED TBRL TO BE RELOCATED TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UP UTILITY POLE W WIDE W/L WATER LINE W/M WATER METER 3 PLUS OR MINUS DEGREE H DIAMETER # NUMBER PROPOSED EASEMENT LEGEND COMMON SHARED IE I INGRESS -EGRESS PUBLIC ACCESS �- PUBLIC UTILITY SANITARY SEWER SI SIGHT DISTANCE STORM DRAIN VA VARIABLE WIDTHS �L WATER Z_ E LU 3 W U gg Z W z W H Z w U @5 (DzLLLIW ln�W 8 Zr(7~LUIYU 'gs p:WQ2 WZ ya J> Z U Uj U O � U))Z)2aQzQ Z U W Z F H pew �w L) Z Q Q � w >i�S Q U 0_ &® J 0 U) W (n o Q zzU)aQ ag J 0 Q ly Fo > J ~ of U �g H 8& U) �6 �g5 REVISIONS REV I DATE I COMMENT ro Know what; below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. DRAWN BY ■ NOT APPROVED FOR CONSTRUCTION THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: MEG CHECKED BY: KRG DATE: 6/04/2021 CAD I.D.: CNDS -0 PROJECT INITIAL SITE PLAN FOR IScaUNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH Lic. No. 0402060193 06/04/2021 SHEET TITLE: GENERAL NOTES AND LEGEND SHEET NUMBER: C-103 ORG. DATE - 6/04/2021 wo xm 00 a NOTES: 1. THE SUBJECT PARCEL BEING THE LANDS OF MIMOSA, L.L.0 AS RECORDED IN DEED BOOK 1980 PAGE 239, AMONG THE LANDS RECORDS OF ALBEMARLE COUNTY, VIRGINIA AND HAVING A PARCEL ID 06100-00-00-120JO PER THE DEPARTMENT OF ASSESSMENTS. 2. AREA = 57.240 SQUARE FEET OR 1.314 ACRES (M) OR 1.32 ACRES (R) 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 4. APPROXIMATE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN PER PRIVATE UTILITY MARKOUT PERFORMED BY INSIGHT ON 04/12/2021 AND FIELD LOCATED WITH CONVENTIONAL FIELD SURVEY METHODS UNLESS OTHERWISE NOTED 5. THIS SURVEY WAS PERFORMED IN THE FIELD ON 04113/2021 AND UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. 6. ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS. 7. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED -FIRM, FLOOD INSURANCE RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE. PANEL 278 OF 575". MAP NUMBER 510=0278D, WITH A MAP EFFECTIVE DATE OF FEBRUARY 4. 2005. 8. NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. 9. THERE IS NO RECENT EVIDENCE OF EARTH MOVING WORK. BUILDING CONSTRUCTION OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. 10. THERE ARE NOT ANY CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED. AND AVAILABLE FROM THE CONTROLLING JURISDICTION AND THERE IS NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. 11. TREES 3 INCHES DBH AND LARGER SHOWN HEREON WERE FIELD LOCATED SY BOHLER ON 04/1312021. 12. THERE ARE NO GAP/GORES OR OVERLAPS BETWEEN THE RIGHT-OF-WAY LINES OF SEMINOLE TRAIL AND THE SUBJECT PARCEL. 13. PARKING: 43 STANDARD 2 ADA 45 TOTAL SPACES 14. THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT AS SHOWN ON THE SURVEY AND LISTED BELOW. ENCROACHMENT IS A LEGAL CONDITION, NOT A MATTER OF SURVEY AND, AS A RESULT. THERE MAY BE OTHER POSSIBLE ENCROACHMENTS AFFECTING THE PROPERTY THAT ARE NOT SHOWN. FENCELINE ALONG NORTHWEST LINE BUILDING ALONG SOUTHWEST LINE SHED ALONG SOUTHWEST LINE 15. PROPERTY HAS ACCESS ALONG SEMINOLE TRIAL-U.S. ROUTE. 29. 16. BOHLER WAS NOT MADE AWARE OF ANY WETLAND DELINEATION PERFORMED ON THE SUBJECT PROPERTIES AND THERE WERE NO WETLAND FLAGS OBSERVED AT THE TIME OF THE FIELD SURVEY. A PHASE 1 REPORT WAS NOT PROVIDED. TITLE NOTES THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMITMENT NO. DC2100643, WITH A CMMITMENT DATE OF MARCH 26. 2021. OUR OFFICE HAS REVIEWED THE FOLLOWING SURVEY RELATED EXCEPTIONS IN SCHEDULE B, PART II: 6 TERMS, PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED VIRGINIA ELECTRIC AND POWER COMPANY RECORDED IN DEED BOOK 271, PAGE 414: MAY AFFECT THE SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN THE RECORD DOCUMENT. A POLE LINE CROSSES THE SUBJECT PROPERTY AND IS SHOWN. D7 TERMS, PROVISIONS. CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED VIRGINIA TELEPHONE AND TELEGRAPH COMPANY RECORDED IN DEED BOOK 278, PAGE 28: MAY AFFECT THE SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN THE RECORD DOCUMENT. A POLE LINE CROSSES THE SUBJECT PROPERTY AND IS SHOWN. 8. TERMS, PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED LBEMARLE COUNTY SERVICE AUTHORITY RECORDED IN DEED BOOK 1315. PAGE 263: MAY AFFECT THE SUBJECT PROPERTY, THE INCLUDED PLAT IS NOT READABLE. D TERMS, PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT FOR SLOPE MAINTENANCE AS SHOWN ON PLAT RECORDED IN DEED BOOK 670, PAGE 275; AFFECT THE SUBJECT PROPERTY, APPROXIMATE LOCATION OF EASEMENT IS SHOWN. 10 TERMS, PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT FOR DRAIN INLET AND PIPE TAKEN BY THE COMMONWEALTH OF VIRGINIA BY CERTIFICATE RECORDED IN DEED BOOK 1277. PAGE 279, CONFIRMED BY ORDER RECORDED IN DEED BOOK 1298, PAGE 370, MAY AFFECT THE SUBJECT PROPERTY, REFERENCED HIGHWAY PLAT BOOK XI, PAGES 350 & 351 NOT PROVIDED. 11 RIGHTS ASSOCIATED WITH UTILITY POLES AND OVERHEAD UTILITY LINES AS SHOWN ON PLAT RECORDED IN DEED BOOK 445, PAGE 399; THIS DOCUMENT DOES NOT CONVEY RIGHTS OR CREATE EASEMENTS. Q2 TERMS, PROVISIONS, CONDITIONS. AND EASEMENTS CONTAINEO IN EASEMENT(S) AND RIGHTS GRANTED BY CERTIFICATE OF TAKE RECORDED IN DEED BOOK 4594, PAGE 14; AS AMENDED BY AMENDED CERTIFICATE OF TAKE RECORDED IN DEED BOOK 4935, PAGE 537 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA; AFFECT THE SUBJECT PROPERTY, EASEMENTS ARE SHOWN. TITLE DECRIPTION ALL THAT CERTAIN LOT OR PARCEL OF LAND, TOGETHER WITH ALL IMPROVEMENTS THEREON AND APPURTENANCES THERETO BELONGING, CONTAINING 1.32 ACRES, MORE OR LESS, SITUATED ON THE WEST SIDE OF U.S. HIGHWAY NO. 29, IN THE CHARLOTTESVILLE MAGISTERIAL DISTRICT OF ALBEMARLE COUNTY, VIRGINIA, WITH A FRONTAGE ON SAID HIGHWAY OF 153.15 FEET, AND RUNNING BACK BETWEEN PARALLEL LINES 366 FEET ON THE NORTHWESTERLY SIDE AND 396.9 FEET ON THE SOUTHWESTERLY SIDE TO A REAR WIDTH OF 150 FEET. AS SHOWN ON A PLAT THEREOF MADE BY WILLIAM S. ROUDABUSH, JR.. DATED JUNE 17, 1968, OF RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, IN DEED BOOK 445, PAGE 399, UTILITIES: THE FOLLOWING COMPANIES WERE NOTIFIED BY DELMARVA MISS UTILITY SYSTEM (1-800-552-7001) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. SERIAL NUMBER(S): A0083016G4-OOA UTILITY COMPANY LOCATE STATUS PHONE NUMBER ALBEMARLE-WATER&SEWER MARKED (434)531.0714 RIVANNA-WATER & SEWER NO CONFLICT (434) 906-2620 CENTURYUNK MARKED (801)364-1063 COMCAST NO CONFLICT (SU) 562-3861 FIBERLIGHT MARKED (240)315-8817 MCI MARKED (600) 289.3427 OWEST GOVERNMENT MARKED (703) 387-9152 DOM ELEC MARKED (804) 385-1126 CHARLOTTESVILLE GAS MARKED (804)921-2516 LANDS N/F MPS, INC. 08. 5476 PG. 471 FIN.- 06100-00-00-72000 N4T 25'41'E 150.00'(M) N52°49'04'E� 150.00'(R) FENCE /S 16 S0/TTN OF f n -L ` _ I UP No/ \ - &COG 5 t1.4 SOUTHBESf , I ore ,_ , SHED /S k i .SOUTHWEST OF e LANDS N/F S S C ACQUISITIONS INC. D.B. 1429 PG 330 PIN.- 06100-00-00-120D7 LANDS N/F SULLIVAN WILLIAM EDWYARD & ✓OHN A F D.S, 1095 PG 237 r,917480 PIN.- 06100-00-00-120N'0 � / i i O ` \ APPROXIMATE COC4710N OF SCOPE EASEMENT O\ 9 670 PC.. PG. 027 0175 \ \ LANDS OF MIMOSA, L. L. C. 10.9. 1990 PG. 239 AREA: 1.92 AC. �R) 57,, 240 S.F. 1.314 ACRES ('M) PIN: 06100-00-00-120✓O �BENCHM4RK M40 11W SET IL&..=49918 W N.T917,125 LANDS N/F CHARLOTTES(/IEEE ALBEMARLE RENTAL PROPERTIES LLC D.S, 5040 PG 209 PIN.- 06100-00-00-120PO .rA i` \ LANDS N/F WYILCOHESS LLC, 09 3682 PG, 130 FIN.- 06100-00-00-12000 TRANS NO% r_ UP W% TRANS NO/� 14, Y N �� p z 2 OOP PO A N Oq �m CNV nm �y p r � GREENFIELD LN r,O / Wi MrERs pR, o oFq'L,y / �.m HeAPTN W E ,N r,.,,, vl 10 R�• O 4Q U F,yrois Irk G ° o ,on Oq 0 4k a �� p �A, 00 m D ° Y c SITE o /� MaELS7pfFORfS)h. � aQe v u W,..,:I R� Ralnvae 2p p O! x OO SN0. i 3 2 P m Si 'F S W� mJ FO F S0 qSk W aq c z s`ao-oc' yp ,og7oo X' 1: �"�� 9S EXETER CT tiS 3 0 k� `Etgq ��%- 2g op - 9�020SYCA 1p 00`* ZMORE CT _ WAKgltO'RD sr f80 oq LOCATION MAP COPYRIGHT 2009 DELORME STREET ATLAS USA 2009 LEGEND SCALE: 1'=2000' EXISTING CONTOUR ®N WATER METER ®N X 123.46 EXISTING SPOT ELEVATION GAS METER X N 12.i 45 EXIST. TOP OF CURB ELEVATION -� SIGN \ X O 122.95 EXIST. GUTTER ELEVATION MAIL BOX \ X EP 12-7 45 EXIST. EDGE OF PAVEMENT ELEVATION BOLLARD X WATER VALVE X FENCE OH OVERHEAD WIRES AREA LIGHT \ C APPROX. LOC, UNDERGROUND CABLE LINE PER UTILITY MARKOUT C60 CLEAN OUT G APPROX. LOC. UNDERGROUND GAS LINE PER UTILITY MARKOUT <:i== PAINTED ARROWS \ \ N APPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUT A DENOTES PARKING SPACE COUNT 111740 \ f APPROX. LOC, UNDERGROUND ELEC. LINE PER UTILITY MARKOUT GUY WIRE / S7QRY FRAME \ SY APPROX. LOC. SAN. LATERAL PER UTILITY MARKOUT�; TREE (SIZE AS NOTED) \ f7YP.J TYPICAL \ 3 PLUS OR MINUS (M� MEASURED (R) RECORD Q5 TITLE REPORT EXCEPTION / BENCHMARK / Qo PROP. CORNER TO BE SET 11 ® // CURB INLET UTILITY POLE APPROW07 ZOCA770N 6f // RIM=502,U I £X1S)7' UACI7EASE Y MENT INI= 49550 I' ELECTRIC METER / D.B14594 PG 25 // T� ELECTRIC BOX 199 S10 IT f e"O• 7 f� / © SANITARY MANHOLE STORM DRAIN MANHOLE .Y--CVT IN 519EWACK ECEV. =50.20 ACCE �,91,V= RY M9NHOLE FOR INFORMATIONAL NU SS R/M500.05 CURB INLET R/M=499..i4 PURPOSES ONLY CNV=49524 1 REVISED CERTIFICATION CJT 05/26/2021 No. I DESCRIPTION OF REVISION BY: DATE TO THE REINALT-THOMAS CORPORATION. A MICHIGAN CORPORATION, HALLE PROPERTIES. L.L.C, AN ARIZONA LIMITED LIABILITY COMPANY, MIMOSA L.L.C., A VIRGINIA LIMITED LIABILITY COMPANY AND COMMONWEALTH LAND TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2. 14, 5, 7(A), 7(B)(1), 7(C), 8, 9. 10, 1l(B), 13, 14, 16, 17, 18, 19, & 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON APRIL 13, 2021. 10 yzx of G f�� o ERIC NISKANEN a Lic. No. 1524-B ERIC K. NISKANEN 'B ' ° DATE VIRGINIA LICENSED LAND SURVEYOR NO. 1524-BINts ALTA/NSPS LAND TITLE SURVEY DISCOUNT TIRE CHARLOTTESVILLE 1636 SEMINOLE TRAIL CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA k7lELD O.BOHLER// 12825 WO.70995OTE UPoVL SUITE 700 1201 HERNDON, VIRGINIA 2017C 703.709.9een vnNw.O0hie2ngmeenn9.c0m O 2f, 0/21 •1,PS'ATE tEW YOR B0a10N,1/AMNE4 YORK MEMONYVARREN. NJEMILADELMIAiSOU7HERN NJ� LEHIGH VALLEY. RA�SOL111EASTERNP4. ■BALTMORE MO ■SOUDiSh We NDBNORWEMVIRGItMGWASIWTCN,DC GCEWRAL VIRGERR�L'HARL011E, tC GRAIEIGH V: DATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DWG. NO. 1"= 20' 3/21 JK/WL CJT EKN JSF 1" = 20' 1 OF 2 C-202 0 2 w 0 0 0 so LANDS N/F / SULL/VAN, W/LLIAM EDWARD & ✓OHN A F / D.B. 1095 PG. 2J7 / \ P/N.• 09100-00-00-120WO / HC (HIGHWAY COMMERCIAL) / \ / \ N �9i7480 USE.- COMMERC/AL ` h 1 0 0 N I x5J9 \ LANDS N/F 5 � OD ��< \ MP8, INC. W V D.B. 5476 PG. 471 <o� A r- �1^ Ll1SANG TREES - PIN.• 06100-00-00-12000 E `,ZONED.' HC (HIGHWAY COMMERC/ALj I ��5b7 rr x5/t2B °� \ USE- WAREHOUSE 1 N47025'41 "E \ m 150.000' (M)- \ \ S 0. N5 9'04"E510.78 x -- _ --------------- x _ \,� 1 Y/ 10' / ' � APPROX/MATE7 Z"AON OF _ 505 -- - -- - - -- - ---- \ \_/ \ ri h _ . SLOPE MAINTENANCE EASEAE� \ EX. FENCE c \ A \\ �� /`�-I Iy f _ h� DB. 70 PG 0275 / ----- ---- \ \ -- \soo SORUTHOF/' S � � V1 I . Tr � T �Y 7 h07 �-<. x507..�i -� 507 ¢ x505,76 / \ i\ �/ �� , -- 6UT/NG IREfT (TIER / LANDS OF ---- -- / "MIMOSA, L.L.C. ems. H'AL - / , _ - --, D.B. 1980 PG. 239 ---------------------------------- MOW __ _ S ` N 1STL (MR) � � � � \�\ � / / AREA: 1.32 AC. (R) 57 240 S.F. 1.314 ACRES (M) \ ` PIN:061AO&DO-00-12(J0 l x50449 AND -J1/ F EXISTING TREES (TIER �l / -- Fp \ (J C \ C RLO SV/ BEMA ----------- - - / I 571.19 x / G \ i ` °-/ ho ENTAL PROPERTIES LL \ HA RLE v / �% R / C �� � � 1 / _ ^�� x \ �" D.B. 5040 PG. 206 - - \; OR4WZ AND PAUExIENr P/N. 06100-00-00-120P0 09) x o v�� / ...... -- VI REAnun>s T / `2/ i / \`� ZONED. HC (MR14K), COMMERCIAL) x511.6 Exrsn TREES (TIER) / \� / (7YP) vv /� G v ��p 4994I USE. COMMERC/AL EXLSnNG TREES (79R) l - / \ ' 1 / / ti / / tf WOOD DECK (TIER) / i y / \ y \ #V0g5�TEPS (7BR) l / / \ i 1 / 1 \ � 50� / / w0 �Q / II _Z_ 49B.0¢ 'I \ v j. x O \ } y EESrfTW)(Ar.) ' l - I 0 <\ \ SOJ 10 \ \ \\ I 1 STORY FR E �%J� 497.07 BtNCHJ6mmo BE y h . I � RESET AOW M � �.i LAND D/STURH Ey Y 1/yq 1i 499.65 ANG NNL SET 7C 49 .15 ELEV.=499.1E \ `� O 1 / / EX/SANG 7REES (TER) N 497.93X Si, SOUTHNESA c 4981/ r 9 ANo \FF 51J.05 'Oo' G II 1 AIARK/NGS �y\�, _ A s�{s 5, I'15 f0.'' \� / /!l� V� Il � � (MR)' / `,( � �Od \\\` CURB INLET a1 ,jj -N\ / CLEARANCE 1 v� t'� X496.82 /6 / / c` ` \ / \ \/Nv=49550 / ♦ UNDERGROUND �! I / \ i, \�y I I \ \ D mv \�(,mv Lr z /�I^� cos. (78R)� 499..5s � ) ` C 497.30 T `96.19 �� 495.67 I / �\ `\ I I I I APP®% TE LOCA7/ON OF r // TC 497..i6 I EX. CLEAN v �`.A _ \ \� \\ 500.08 I EXJST/NG /7Y EASEMENT r // OUT (TER) 4594y o Ito CONC. WACK /� `. (%BR)fX AME07 t49755 \\ Y` 2 \\ ��f� ,c„ T63 f C 4947\\ ��`•?a �n9 �EP I , 50 0 GONG STAIRS 5 6 IC 496.4UNERGRU EEC.. (7BR)EX500.24 TC 500r/SJG TREES (IBR\\ CURBC6.NETpFl I I , 1 II 11 o: R /M = 6%(` /106 494.97 / * 1 STORYBRIK R/M 9795 494.00 P� LQ o ip496..54 HAMING ENW5 /V, afl$31 S.F(TE) 55 O LANDS N/F 5 0G \V `� X c 499S S C ACQ�/S/TIONS INC.Qc 4994s o CONC. WK D.B. 1429PG. 9-TO \ \ PIN, 06100-00-00-120D1 is ¢9s55 cuae /N[Er 'ZONED., HC HIGHWAY COMMERC/AL `` �` "� \- Nv 49s24_- ( ) / / ��yl I f� 496.02 / � ��� INV 499.74 USE. SELF STORAGE s `\d / 4B56B EX/SANG TREES (I�RJj �I , _ / / C4NC�Y (TBR)� 1�/ 7 A 1TC 498.0 IRON ROD PROP .£4WCUT FOUND / \ ( / 5(� �i jl }� / B // / / APPROX/AfATE LOCT7nON OF / / 'L/ ` / j PERMANENT-iW41NACE EASEMENT �'99 494.91 �� I �x)49576 / ///CL�PV p O.B.' �594 PG. 25'`, TC 496.35 / / \( r. C 496. \I\TIC 4 /�✓ �. BLDG -- 15 702 •L --' / / / 507z'9 x-,,, h0� \Goy \ l / UAC/IY EASEMENT / / ' : ` - - ---- l 494.09, D.B. 4594 PG 14 / \ l IP r� 5�Z 1J 9 49J5 PC 5J7 \ / �0 A --- _---- I -- �- __ 501' `� _ f J \ - / \ _ / \1?� _ _ /RIM 49 62 /C 4 3.94 2 t \ 4�e0p�- 967 /_ _ _ - _ B2 ~ /49J6s4�5 - o , \� �r r S35°47'16"W ` . Q Peso,/ _4 153.150' (M) W N J917,125 498'C49t °C TC 49J. / l / 0\\ �� 7�j / � S41 °10'39 "W �Py\P�tj N J917,125 ----- �_,q 153.150' (R) / L LANDS N/6 F �g1 �oo r \'�4.7aOVG�O��Q� W/LCOHESS LLC, p R8 9682 PG. 130 P/N.• 06100-00-00-120D0 \ / �Qo f\ / STORM AANHOLE(TBR rr UP oo, R/M=494.86 i ZONED HC MCHWAY COMMERC/AL) Tc INV B=4e486 / USE.(FUEL STAT/ON \ `/ 7 i i /NV A=4B5.11 PROP SxV CUT_ �8B - �B9 \R9 T 0 o°cr �P� / / �l NO A6c, . 5 P l' 49J CURLL /iVLEI`. C\ -RIR 494.19 G 492.5' > ` /NV=48B 99 \ UP 3A/✓S NO q, j PROP RW GUT \ \ ER 49).>ryX�EP ----------- DEMOLITION NOTES: 1. ALTA/NSPS LAND TITLE SURVEY ENTITLED "DISCOUNT TIRE CHARLOTTESVILLE" PROVIDED BY: BOHLER 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 DATE: 0112012021 DATUM VCS NAD83/2011 SOUTH ZONE ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS 2. ADDITIONAL TOPOGRAPHICAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS BASED ON ALBEMARLE COUNTY GIS CONTOURS. DEMOLITION / REMOVAL LEGEND DEMOUTIONIREMOVAL NOTE TYPICAL NOTE TEXT _---------------- EASEMENT LINE CONCRETE CURB& - GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL f ) LIGHT +. M ACORN LIGHT ---�-- TYPICAL SIGN /^ X� PARKING L COUNTS SPOT ELEVATIONS mSAN SANITARY # LABEL TM STORM # LABEL -------SL------- SANITARY SEWER LATERAL - - - - - - - W - - - - - - - UNDERGROUND WATER LINE -------E------- UNDERGROUND ELECTRIC LINE -------0------- UNDERGROUND GAS LINE -------OH ------_ OVERHEAD WIRE - - - - - - - T - - - - - - - UNDERGROUND TELEPHONE LINE _-----_0_-----_ UNDERGROUND CABLE LINE STORM SEWER _------5 _-----_ SANITARY SEWER MAIN HYDRANT (`per) SANITARY MANHOLE (\D) STORM MANHOLE y/M WATER ® METER NN WATER VALVE GAS VALVE ® GAS METER LIMITS -LOD LOD- DISTURBANCE ALBEMARLE COUNTY MANAGEDSLOPES 20 10 5 0 20 1 '= 20' w" z W s � �s W gg z � � WI �� Wz W1W Zw�@s z W W ZrC7~ Wp O=U 'gs ~Wax Wz ya J>ZU JIgU U))Z)maQ(zqQ zU)MWzp: pew w mL)z <Q-m Ii.S 0 J 0� 5) X a- Q a- < Z)wQ a g J o_ � � o J ~ o 8 N �s �g5 Sa REVISIONS MBY REV DATE COMMENT °w-- Know what; below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: MEG CHECKED BY: KRG DATE: 6/04/2021 CAD I.D.: SITE -0 PROJECT INITIAL SITE PLAN FOR D�IcaUNil PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com pLTH pF` VKATHERINE ROBERTSP Lic. No. 0402060193 06/04/2021 -��� SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-203 ORG. DATE - 6/04/2021 N LANDS N/F MPB, INC. D.B. 5476 PG. 471 PIN• 06100-00-00-12000 W E ZONED.• HC (HIGHWAY COMMERCIAL) USE- WAREHOUSE z ti Z O \ \ \ SOJ UJ 505. i 5R oAf' A s 6 / ti5 PROP LOADING SITE LIGHT of yhk 505.19x LANDS N/F S S C ACQUISITIONS INC. D.B. 1429 PG. 330 PIM 06100-00-00-120D1 ZONED.- HC (HIGHWAY COMMERCIAL) USE.• SELF STORAGE LANDS N/F SULL/VAN, W/LL/AM EDWARD & ✓OHN A F / D.B. 1095 PG. 237 PIN.- 09100-00-00-120WO ZONED. HC (HIGHWAY COMMERC/AL) USE COMMERC/AL / i \ \ \ APPROXIMATE LOCATION OF SLOPE MAINTENANCE EASEMENT DB. 970 PG. 0275 ` \ x iOJ:7c \ LANDS OF MIMOSA, L.L.C. D.B. 1980 PG. 239 AREA: 1.32 AC. (R) \ \ PROP TRASH ENCLOSURE 57,240 S.F. 1.314 ACRES (M) ♦ PIN: 06100-00-00-120JO o hry� xsD449 LANDS N/F CHARZ07TZS ILLL ALBEMARLE RENTAL PROPERTIES LLC \ D.B. 5040 PG. 206 ` P/N. 06100-00-00-120100 \ ZONED.• HC (HIGHWAY CDMMERC/AL) 107q USE.• COMMERC/AL 30p \ OTENTIAL RETAINING WALL ��p \ (MAX. HEIGHT: 5) tib \ h ROP. WALL MOUNTED \ \ SITE LIGHT (TYP.) \ 1<,50J 10 \ A\ ,91640 ` STORY FR4ME ES ! \ \ 50204 ��' PROP. SITE AREA =1.32 AC (R)1.314 (M) C/o • ! \ \/ ,. 7,680± SF ; ' APP®X/,JfATE LOC417ON OF / - 27 SPACES REQUIRED 500.09 EXIST/NG UT2/7Y EASEMENT / 33 SPACES PROVIDED �� k / 0..6/4594 PG 25 / INCLUDING 2 ADA ti t 20, / /7 A s 007 \ R n PROP. BOLLARD 00> p9 PARKING SIGN ♦ oo� \ POTENTIAL RETAINING WALL (MAX HEIGHT: T) > - IRON ROD_1 FOUND i i 505. PROP. SITE AREA =1.32 A (R) 1.314 (A i i g W 50J29 x y°? 49v. c / N J917,125 EX. ID SIGN TO BE RE 49�' 27 x LANDS N/F / W/LCOHESS LLC, D.B 3682 PG. 130 PIN.- 06100-00-00-120D0 ZONED HC (HIGHWAY COMMERCIAL) USE FUEL STATION UP Now OH— V �'P IN&M N 0 n N �h or ✓oiNr USE UA459 EASEMENT .B 4594 PC 14 49J5 PG 5J7 �P k oo\ CON PROPSTORM TIE-IN dg —PROP SAW CUT N'L ACzt35 IR'"V 494 51 49J CURB INLL7 49J R/A�=49419 `PROP SAW CUT 5 7 49J22 ED. � 00)\1ri 29' h- o / /j \ °> / C 7 500.4J /EP 50056 C STAIRS 500.24 B� 1 X—CVJ N SMTWC�f' �Q pQ�c QE1!=5Gi1.2t7 Sa, N' ;,� T 499..6 ' 2� 6499.46 CURB INLET R/M-499 i4 p 6 � lh'! -49524 PROP 54AV CUT —APPROXIM47f LOCAAON OF PERMANENT ORA/NAOE EASEMENT 09 4594 PG. 25 SIGNAGE NOTES: SIGNAGE PACKAGE PROVIDED BY: WALTON 10101 REUNION PLACE SUITE 500 SAN ANTONIO, TX 78216 ENTITLED: DISCOUNT TIRE VAC 12457 DATED: 5/24/2021 PROJECT: CID318719-BDG SITE DATA ADDRESS 1836 SEMINOLE TRAIL CHARLOTTESVILLE, VA OWNER MIMOSA LLC PO BOX 7652 CHARLOTTESVILLE, VA 22906 DEVELOPER HALLE PROPERTIES, LLC C/O DISCOUNT TIRE 20225 N. SCOTTSDALE ROAD SCOTTSDALE, AZ 85255 PIN 61-120J JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT RIO DISTRICT ZONING PROPOSED USE TIRE SALES EXISTING HIGHWAY COMMERCIAL- HC PROPOSED HIGHWAY COMMERCIAL- HC SITE AREA 1.32 AC BUILDING AREA 7,680 SF BUILDING AREA PERCENTAGE OF SITE AREA 12.96% MAXIMUM BUILDING HEIGHT 65 FEET PROP. IMPERVIOUS COVER OF SITE AREA 1.06 AC (80%) PROP. OPEN SPACE 0.26 AC (20%) PARKING REQUIRED 1 SPACE PER EMPLOYEE PLUS 2 SPACES PER SERVICE BAY = (1`15) + (6`2) = 15 + 12 = 27 SPACES MAXIMUM PARKING ALLOWED: NO MORE THAN 20% THE REQUIRED = (27`720°k) = 33 SPACES PARKING PROVIDED 33 SPACES HANDICAP 2 SPACES (1 VAN SPACE) REQUIRED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL) MINIMUM SETBACK 10 FEET SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) N/A PROVIDED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL) ±88.7 FEET SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) NORTH: ± 33.4 FEET SOUTH ± 56.5 FEET REQUIRED LAND BUFFERS FRONT YARD(SEMINOLE TRAIL) N/A SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) N/A HATCH LEGEND PROP BUILDING (SEE ARCH DRAWINGS) STANDARD DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT 20 10 5 0 20 1"= 20' w" z s8 0_ 3 W W gg Z I- 0_ W Wz W0-0of s � Z W W U); LU Z_rC7~ow of U) ~'gs W¢x Wz ya J>ZU LUln0 � c))Z)2<<zQ zcn�Wzp: pew 0 C,w 0z Q Q � � �5S Q zz�ii< ag �_ D J �o > ~ OFu H 8& N �s LL�ui I� REVISIONS REV DATE COMMENT °w`w"er LItV's at; below. before you dig. YS CALL 811 free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: MEG CHECKED BY: KRG DATE: 6/04/2021 CAD I.D.: SITE -0 PROJECT INITIAL SITE PLAN FOR D�IcaUN11 PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com pLTH pF` VKATHERINE ROBERTSy Lic. No. 0402060193 06/04/2021 �►��� SHEET TITLE: SITE AND UTILITY PLAN SHEET NUMBER: C-301 ORG. DATE - 6/04/2021 3 a (D z UJ _ LANDS N/F \ SULL/VAN W/LL/AM EDWARD & ✓OHN A F / D.B. 1095 PG. 237 I _ P/N.• 06100-00-00-120W0 HC (HIGHWAY COMMERC/AL) ' N .T,917480 USE COMMERC/AL x51 - S 10 LANDS NIF !'' MPB, INC. D.B. 5476 PG. 471 P/N.• 06I00-00-00-12000 i/ ' Sao TWBW 510.00 i ' E `,ZONED.• HC (HIGHWAY COMMERCIAL) USE. WAREHOUSE 11 H V It r,11 ' TC 507.00 m g �O TC 507.75 h� x pp. / a ----- 5 \ 11 moo rC 506.20 p5 - �\ \ 1 TC 507.00 _ / APPROX7MATELOC4DONOF �� -5------- 00 / HPIG 508.10 TC 506.00 spa NT____________________________________________ oo _ -. 0.9. f 0 PG 0275�/----------- \ \ ME/ TC50450 - TC 503.20 -507 --- x50576 V 5p� TO503.55 / ----- - - _ TC 502.90 h 5 TC 502.40 50 , x5 � LANDS 5p7 i j / J1/�F REBAR I ----- CHARZ07TZS ILLE AL15 ABLE FOUND e'; '- '/ 1------- -- ---- -- Offx50275 -------------- _ Oa 49 � RENTAL PROPERT/ES LLC 5040 PG 206 -,, rC s07.7s TC 501.90 _ _ P/N.• 06100-00-00-120P0 5oJ s4 T� .00 ' ZONED. ERC/ J z' x51a 91 HC (H/�/1W4Y COMAE AL I 511 5� USE. COMMERC/AL TC 501.50 TC 501.10 TC 506.70 5 \ a IN, goo� TC 499.60 OTENTIAL HEIGHT: 5AINING WALL ` \\ TC 507.00 - A (MAX.( ) IN/ IN, 1 G 499.20 l r G 499.50 A\ I \ PfJBW 506.50 /: ,'' ; \t% T �- L 1 / - ', G 499.35 x 50J /0 G499.35 \ . 501.85 \ ELIVERIES \ IN \ \ \ TC 503.10 TC 501.70 /= RIM 500.00 AGO An MEIG 510.50+ .^�da PROP. SITE AREA =1.32 AC (R)1314 (M) \ G4 ,50599.30 > 0 ' \\\ \ CURB/NLJ ET L D o A LI N 4 R/M=50293 IN °07 `LM G 499.50 \ �Ip TC 501.10 _ G499.10 1 , ♦ , 7,680± SF TC 498.30 ♦� '� PPROX/ rE LOCAT/ON L tio�•;x�e' g - 27 SPACES REQUIRED �� 50008 EX(ST/N6 17YEA5EMENT IN, 33 SPACES PROVIDED D 4594 25 \ INCLUDING 2 ADA '�N,r� / ♦ /i G499.30 o % �TWBW 496.60 II 11 �I I 1 I I I 1 1 1 1I �I 1 1 \\ TC 501.10 0 . G AGO An FFE 499.50 \ G 49950 x I�P 500 4J .I TO _499 J8 _ x - ` \ \ TC 500.90 G 499.10 G 499.50 S "' ' \ /SEEP 50056 I '1 A �, l ♦`. ♦ �� a?� �e i 4 TC496.15! ,r� /�• 500.24 O TC 499.10 TC 496.00 , G 499.30 v G 499.50 , 500.70 s TC 498.20 TC 497.60 C/0 l� 5v X-CUJ Ay SLZ7WCd' Say �, va aEr= cn� TC 499.35 '94 h �P� I +�ape � 5051 G499.50 SS / LANDSN F TC 500 50 TC43 90 4 G99S S C ASIT/ON INC. 90 - D.B. 1429 PG. 9-TO P- 06100-00-00->20D1 POTENTIAL RETAINING WALL 00 TC 499.35 i (MAX. HEIGHT: T) ZONED.- HC (HIGHWAY COMMERC/AL) �i/a USE.• SELF STORAGE ` TC 499.20 a a av 49524_= o G 498.70 A \ \ 4,TC 499.35 ---- -..�� \ �� TC498.85 /ROW ROD � � ; 6,& \ TC 497.20 PROP 54AV CUT FOUND APPROWMMATE L0C64A0N OF Q TC 500.00 TC 497.05 PERMANENT-06111NAOE EASEMENT ' TC497.35 _- o 9,9..'�594 PG. TC 498.95 PROP. SITE AREA =1.32 AC \ AZ \ TC 4MEIG 497.55± 97.00 TC 496.50 / / p / ) \ 491 L TC 496.45 (R) 7.314 (M \ P/TC 496.35 q -- - - ---- - TC 497.95 Ag6 2 / I h ti _-__ OT ✓0/� SE / ----- 5DJ29x --5�'' UAC/IY EASEMENT ---- f -'' s 5J7 c. O.L7 4594 PG 14 v� 5' TW/BW 498.00 _ - e �.C3Q - - - - - 4 1 \ / -- ' --- _------ \ � yp0 Oo � TC 495.05 � �r-��C' \\AP � ♦ ;Q9 q� _ - IV 0J�0� 00 f __________ G495.85 ________________ LP/TC 495.0-.___.. TC 495.20 w / ------------------------- ------- 99 \ p� 0 -- a"' OPT _ ,�'49a2r -- - LANDS N F \ 40 G � 3917125 / ---- ------ � ' do, �00 qg4 TC 495.4 O�G,r'\ \ Q� / QJO W/LCOHESS LLC, a DY36$2 PG 130 ' P/N• 6100 00� 00 120 � ' " aG'� T O ----ZONEY D HC (HIGHWACOMMERCIAL) \\rC/V9 F /Tool o FUEL STATION J ON--� _ /� PROP sAw cvr -ON- .._��� rB9 O � / ME/G 494.00± 4 ,94.51 PROP 54W OUT EA 4-/' x £r - a'h \ ----- 20 10 5 0 20 1"= 20' w" zs W Wz� w w pzWHLuzU51�gssR (DLWU)wWZLLI ; zrg _ of 'gs ~w¢x wz ya J > z U W In 0� U))Z)IaQZQ zcnMwzp: pew w L)zC, Q Q � O t22 0 J 0 W U) a- Q �z�D Q ag J o Q of �o > J o a N �s �g5 Sa REVISIONS REV DATE COMMENT °w`w"er Know what; below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: MEG CHECKED BY: KRG DATE: 6/04/2021 CAD I.D.: SITE -0 PROJECT INITIAL SITE PLAN FOR D�IcaUNil PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BQHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com pLTH pF` VKATHERINE ROBERTSy Lic. No. 0402060193 06/04/2021 -►��� SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 ORG. DATE - 6/04/2021 4 I so9 LANDS N/F \ SULLIVAN, WILL/AM EOWARD & ✓OHN A F / O. B. 1095 PG. 237 \ \� PIN: 06700-00-00-720WO ZONED. HC (HIGHWAY COMMERC/ALJ o USE. COMMERC/AL \ it pPH " NAL ,LANDS N/F k29 MPB, INC. RM D. B. 5476 PG. 471 PAN• 06100-00-00-72000 ��� IV o QP E ZONED: HC (HIGHWAY COMMERC/AL� � l I `o USE' WAREHOUSE N Q / i51 O i \ S �O 5G o \ you �� \ \ �0 . pC�O - O, \ o-0001.) ♦ ♦ APPROXIMATED, LOGIT/ON OF 5L0 ENANCE T -- ------------- \ SE,iIEj --507 V\5 506 „ _ , , O ' hp1 _ ______________ ---- r - j \ _ , -- �'' - -- - ---- --- rrEs©�E�a� --------- - - - NT EMA -- - _ CHA RLE hl� RENTAL PROPERTIES LLC � - - r yo5 D.B. 5040 PG. 206 0 h '`c � PIN: 06 00 00 DO >2 PO - 'D, o — /-- ZONED. HC (I-COM RC) ----- -- %I USE COMMERC/AL OR y�'S / / ' /.' oo� • / /� 61 S \ wa W W co gg z W W. WC7gUU� 8y (DZW WU5; W Z_r(71_ Wp IYU 'gs ~WQ2 WZ ya J>ZUILL! UO� coZ)2<QzQ Z U W Z F H pew �w OU Z Q Q t_ B'.S 0 J W a �zUaa ag � a Q of o > J ~ OP O U � H 8& N �s �s Sa REVISIONS REV DATE COMMENT °w'wxeY cxeCxm BY l l 'pT NOTES / I ��, ' / ••T �� `� "7s \ ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS FOLLOWS: / A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. ' r - \ "� ♦♦ i l / i'/'�/i , � _ 5�D \`%� \ \ \ B.METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS \ /\ JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA Know what; below. \ DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM Call before you dig. A \ \ DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER z9 BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR ALWAYS CALL 811 OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. It's fast. It's free. It's the law. C.MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL NOT APPROVED F O R SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. i e i d \ ```,\, i , i O r I "Y � � r .q •o � � � = �\ D.MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE CONSTRUCTION C/0 ' \ \ MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY i ' 'i 4 v • \ \ ♦ BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE REVIEW AND APPROVAL. Ins NOT INTENDED ASA CONSTRUCTION DIS[OLIaQ r DOCUMENT UNLESS INDICATED OTHERWISE. - ` CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. -' - \ \ PROJECT No.: V211201 l E.MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE PLANTED WITHIN THE PUBLIC •Sn1_,` / STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF DRAWN MEG CHECKED BY: KRG TRANSPORTATION. TOCAT/ON OF DATE: 6/04/2021 E L EX67INGI11r ASEMENT /. CADLD.: LSCP-0 D8.14594 25 PROJECTIX INITIAL US SITE PLAN X oq { FOR,1 �\ \ A \ y C/o � : �1Sir a UNt q 22 MYC `\`e '•�' � S \ LANDS NSF s������ ���' ''• v �� PROPOSED I S S C AC001517/DNS INC. A/j� �� A 49 1 ' LOCATION 1 D.B. 7429` PG. 330 \�'�$1 f> ,�'` = �o� a5 1 PIN.- 06100-00-00-120D> ��1p� A� ,�^ / ,Soo 1636 SEMINOLE TRAIL I `ZONED.• HC (HIGHWAY COMMERCIAL) / ALBERMARLE COUNTY USE• SELF STORAGE o�i� �� `�; ` J*j. 00 CHARLOTTESVILLE, VIRGINIA 22901 AP mc�r-O %, - �0�� P MANENI %NAOE EASEMENT '�� B O H L E R I 29 Q.6-4594 PG 25", � JCH /122 ,. \ hP 28 BLACKWELL PARK LANE, SUITE 201 ♦ �� �' o� �. WARRENTON, VIRGINIA20186 1 ♦ \ ° / o 00 Q / Phone: (540) 349-4500 ' k Fax: (540) 349-0321 495 ' K� � / — ��Q �0.h VA BohlerEn com . _ hOs PLO UT/C N EASEMENT 0 _ CBU g __ I 5 OB 594 PG 4935 PG 37 / /---- Y`y►� 5" - _ -_ OQ _ --_ �. e _ � o � / Q �� _, W , ® ys C9 p0\ itI /ROB -- --- - \ \ h00 0 / J�Z OQ� `�Q05Q�p� O� VIC ic. No. 04 206019 Sy --- ---- --- / oo ��OQ� oO�� �Lic. No.040206019 �Ar J -- — —V' i`I�Q1�P� �� 06/04/2021 _ ,- � -r Opp IN / - - LANDS N/F ' - d91 v0`r� r � �s�� O 0 �Q� NAL�� - ------- � GU'� ,. '�, � ♦ ���Q J HEET TITLE - W/LCOHESS LLC, D � 36$2 PG >30 0� s 01W RCI % / o / s / USE.' TAT / / --- o 9� Up ------ LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL.1 HT. CONT. 10 YR CANOPY (SF) TOTAL CANOPY (SF) SHADE TREES CJ 5 CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA TREE 2-2ITCAL.IB-10' B-B 222 1,110 PLO 1 PIATANUS OCCIDENTALIS AMERICAN SYCAMORE 2-217CAL. 1810' B+B 479 479 QP 9 QUERCUS PALUSTRIS PINOAK 2-21TCAL. 1810' B+B 471 4,239 OPH2 1 QUERCUS PHELLOS WILLOWOAK 2-2112'CAL.IB-10' B+B 471 471 SUBTOTAL: 16 SUBTOTAL: 6,299 ORNAMENTALTREES AL 4 AMELANCHIER LAEVIS ALLEGHANY SERVICEBERRY 2-21TCALIB-10' B+B 130 520 SUBTOTAL: 4 SUBTOTAL: 523 EVERGREEN TREES IO 5 ILEX OPACA AMERICAN HOLLY MY HT. B&B 56 280 SUBTOTAL 5 SUBTOTAL: 280 DECIDUOUSSHRUBS CA 22 CLETHRA ALNIFOLIA SUMMERSWEETCLETHRA 18 24'HT. & SPREAD N3CAN NOTAPPLICABLE CS 21 CORNUS SERICEA REDOSIERDOGWOOD 18 24'HT. & SPREAD #3 CAN NOTAPPLICABLE DG 16 DEUTZIA GRACILIS SLENDER DEUTZIA 18-24'HT.&SPREAD OCAN NOTAPPLICABLE HQ 30 HYDRANGEAQUERCIFOLIA OAHLEAF HYDRANGEA 18 24'HT. &SPREAD N3 CAN NOTAPPLICABLE IV 15 ITEAARGINICANENRY'S GARNET' GARNET SWEETSPIRE 18-24'HT.&SPREAD OCAN NOTAPPLICABLE VD 30 VIBURNUM DENTAIUM ARROWWOOD VIBURNUM 1824'HT.&SPREAD M3CAN NOTAPPLICABLE SUBTOTAL: 1 134 EVERGREEN SHRUBS ICBUR 39 ILEX CORNUTABURFORDII' BURFORD HOLLY 1824'HT&SPREAD 43 CAN NOTAPPLICABLE JCH 29 JUNIPERUS CHINENSISHETZII' HETZJUNIPER 18-24'HT&SPREAD #3 CAN NOTAPPLICABLE MYC 22 MYRICACERIFERA WAX MYRTLE 18 24'HT. & SPREAD d3 CAN NOTAPPLICABLE RM 29 RHODODENDRON MAXIMUM'ROSEBAY' ROSEBAY RHODODENDRON 1824'HT.&SPREAD 43 CAN NOTAPPLICABLE SUBTOTAL: 119 LANDSCAPE PLAN SHEET NUMBER: 20 10 5 0 20 C-701 I 1 =20' ORG. DATE - 6/04/2021 5 40 20 10 0 40 V= 40' LEGEND INTERIOR PARKING LOT AREA INTERIOR PARKING LOT LANDSCAPE AREA NOTES ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS FOLLOWS: INTERIOR PARKING LOT TREE A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. B.METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. C.MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. D.MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. E.MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION- 3 LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE (A) SEMINOLE TRAIL U.S RTE 29 - SOUTHEAST PROPERTY LINE 153 LF STREET FRONTAGE SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET FRONTAGE, OR REQUIRED PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR MEDIUM TREES REQUIRED: (1/40) X 153 = 4 MEDIUM TREES MORE. WHERE PERMITTED, SHRUBS REQUIRED: (115) X 153 = 31 SHRUBS ONE (1) MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF PROVIDED 32.7.9-5 ROAD FRONTAGE, OR PORTION MEDIUM TREES: 5 MEDIUM TREES (DUE TO OVERHEAD WIRES) LANDSCAPING THEREOF, IF TWENTY (20) FEET SHRUBS PROVIDED: 32 SHRUBS COMPLIES ALONG OR MORE. IF REQUIRED STREETS STREET TREES CANNOT BE "I" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT PLANTED WITHIN THE PARKING SETBACK OR WITHIN TEN (10) FEET OF THE STREET RIGHT-OF-WAY DUE TO SIGHT DISTANCE, UTILITY EASEMENTS OR OTHER CONFLICTING REQUIREMENTS, THEN THE PLANTING STRIP SHALL BE ENLARGED TO ACCOMMODATE THE TREES. AN AREA OF AT LEAST (5) INTERIOR PARKING LOT LANDSCAPING PERCENT OF THE PAVED PARKING AND VEHICULAR PARKING LOT AREA: 31,242 SF CIRCULATION AREA SHALL BE PARKING SPACES: 33 LANDSCAPED WITH TREES OR REQUIRED 32.7-9.6 SHRUBS. PARKING LOT LANDSCAPE AREA: 5% X 31,242 SF = 1,562 SF LANDSCAPING WITHIN A PLANT MATERIALS MAY BE A CANOPY TREES: (1110) X 34 SPACES = 4 CANOPY TREES COMPLIES PARKING AREA MIXTURE OF SHADE TEES AND PROVIDED SHRUBS AND SHALL INCLUDE ONE (1) LARGE SHADE TREE PARKING LOT LANDSCAPE AREA: 2,972 SF (9.51%) PER TEN (10) PARKING CANOPY TREES: 9 CANOPY TREES SPACES. 'T INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT SCREENING LANDSCAPING COMMERCIAL AND INDUSTRIAL USES SHALL BE SCREENED FROM (B) SOUTHWEST PROPERTY LINE THE ADJACENT RURAL AREAS 397 LF PROPERTY LINE FRONTAGE ZONING DISTRICT. COMMERCIAL AND INDUSTRIAL USES SHALL BE REQUIRED SCREENED FROM RESIDENTIAL TREES REQUIRED: 0 X 397 LF SPACES = 0 TREES USES WHEN DEEMED NECESSARY SHRUBS REQUIRED: (1/5) X 2 X 153 = 159 SHRUBS BY THE AGENT UPON CONSIDERING THE PROXIMITY OF PROVIDED THE COMMERCIAL OR INDUSTRIAL TREES PROVIDED: 1 TREE USE TO THE RESIDENTIAL USE, SHRUBS PROVIDED: 161 SHRUBS THE NATURE OF THE COMMERCIAL "@" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT OR INDUSTRIAL USE, WHETHER (C) NORTHWEST PROPERTY LINE THE USES ARE IN SINGLE -USE OR MIXED USE DEVELOPMENTS, AND 150 LF PROPERTY LINE FRONTAGE 32.7.9.7 OTHER CONSIDERATIONS HE REQUIRED COMPLIES SCREENING DETERMINES TO BE RELEVANT UNDER SOUND ZONING TREES REQUIRED: 0 X 150 LF SPACES = 0 TREES PRINCIPLES. SHRUBS REQUIRED: (115) X 2 X 150 = 60 SHRUBS PROVIDED TREES PROVIDED: 5 TREE SHRUBS PROVIDED: 60 SHRUBS W INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT (D) NORTHEAST PROPERTY LINE TRASH ENCLOSURE WILL BE SCREENED BY 5 TREES "VINDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT COMMERCIAL AND INDUSTRIAL TREE CANOPY CALCULATION USES: IF THE SITE IS TO BE GROSS SITE AREA: 57,240 SF DEVELOPED FOR 32.7-9.8 COMMERCIAL OR INDUSTRIAL REQUIRED COMPLIES TREE CANOPY USES, THE MINIMUM TREE CANOPY AREA REQUIRED: 10% X 57,240 SF = 5,724 SF CANOPY IS TEN (10) PERCENT. PROVIDED CANOPY AREA PROVIDED: 7,099 SF TOTAL (12.40%) EXISTING CANOPY AREA: 0 SF PROPOSED CANOPY AREA: 7,099 SF LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. 10 YR CANOPY (SF) TOTAL CANOPY (SF) SHADE TREES CJ 5 CERCIDIPHYLLUM JAPOMCUM JAPANESE KATSURA TREE 2-2112'CAL. 18 10' B+B 222 1,110 PLO 1 PLATANUSOCCIDENTAUS AMERICAN SYCAMORE 2-2112'CAL.18-10' B+B 479 479 QP 9 QUERCUS PALUSTRIS PIN OAK 2-2112'CAL.18-10' B+B 471 4,239 OPH2 1 QUERCUS PHELLOS WILLOWOAK 2-2112'CAL. 18 10' B+B 471 471 SUBTOTAL: 16 SUBTOTAL'. 6,299 ORNAMENTALTREES AL 4 AMELANCHIER LAEMS ALLEGHANY SERVICEBERRY 2-2112'CA-I&T B+B 130 520 SUBTOTAL 4 SUBTOTAL'. 520 EVERGREENTREES 10 5 ILEX OPACA AMERICAN HOLLY 8-10' HT. B+B S 280 SUBTOTAL: 5 SUBTOTAL, 280 DECIDUOUSSHRUBS CA 22 CLETHRAALNIFOUA SUMMERSWEET CLETHRA I 24'HT.&SPREAD #3 CAN NOT APPLICABLE CS 21 CORNUSSERICEA REDOSIERDOGWOOD 18 24'HT,&SPREAD #3 CAN NOT APPLICABLE OG 16 DEUTZIAGRACILIS SLENDER DEUTZIA 1824'HT.&SPREAD #SCAN NOT APPLICABLE HQ 30 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA M24'HT.&SPREAD #3 CAN NOT APPLICABLE IV 15 ITEAMRGINICA'HENRY'S GARNET GARNET SWEETSPIRE 1824'HT,&SPREAD #3 CAN NOT APPLICABLE VD 30 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18 24'HT,&SPREAD #SCAN NOT APPLICABLE SUBTOTAL: 134 EVERGREEN SHRUBS ICBUR 39 ILEX CORNUTATURFORDII' BURFORD HOLLY 1824'HT.&SPREAD #SCAN NOT APPLICABLE JCH 29 JUNIPERUS CHINENSIS'HETZII' HETZJUNIPER 18 24'HT.&SPREAD #3 CAN NOT APPLICABLE MYC 22 MYRICACERIFERA WAX MYRTLE 18 24'HT.&SPREAD #3 CAN NOT APPLICABLE RM 29 RHODODENDRON MA30MUM'ROSEBAY' ROSEBAY RHODODENDRON 18 24'HT.&SPREAD #SCAN NOT APPLICABLE SUBTOTAL 119 W mml O In (D z W W W U) Z W Z LZIJDZW U W07 0—uw Ur ZWW 05W p W Q 2 W z > z 0 W M 0 0n Z) 2 Q Q z Q z U) W z F H �zQgQ¢~O H z-jOTnZ)WGo Q IY Z U) n z > aJ of U W H 7n REVISIONS REV I DATE I COMMENT ro Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. o� s 5 DRAWN BY NOT APPROVED FOR CONSTRUCTION ' THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY ' REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: MEG CHECKED BY: KRG DATE: 6/04/2021 CAD I.D.: LSCP -0 PROJECT: -I►�1jrArhym SITE PLAN FOR PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 Fax: (540) 349-0321 TH Lic. No. 0402060193 06/04/2021 SHEET TITLE: LANDSCAPE COMPLIANCE SHEET NUMBER: C-702 ORG. DATE - 6/04/2021 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: 9. PLANTING THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THE GENERAL CONTRACTOR. 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. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. 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. 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 C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING MATTER AND CLAY CLODS. UTILIZING CLEAN SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6') THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. D HALL BESTRONGLY R TED WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. SO S 00U O M E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS MAKING NECESSARY ADJUSTMENTS AS DIRECTED. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN MUST BE INSTALLED INSPECTED AND APPROVED BY THE APPROVING AGENCY. DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. 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 E. FERTILIZER FOLLOWING PLANTING SEASONS: 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MAR H 1 T DE EMBER 1 C 5 0 C 5 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 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 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1 W, KOELREUTERIA QUERCUS VARIETIES WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 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 I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: INCHES (61 ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4-) IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER Y=" CALIPER OF TRUNK A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 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. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A Y4" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. 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 N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2) FROM NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. TO PREVENT SHOCK OR DECLINE- O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. 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 C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 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 B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. 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 D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER THICKNESS (1"t). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 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. CLEANUP BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4') IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 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 FOLD BURLAP AWAY FROM TOP OF WRAPTRUNK ROOT BALL PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER GREATER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO V PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. —I —_ UNDISTURBED i - 4-6" DEEPER THAN ROOT BALL SUBGRADE Ell — III III-� 1- REMOVE THE TOP W OF THE WIRE BASKET IF I_ III —III PRESENT. ANY AND ALL TWINE SHALL BE REMOVED DIG WIDE, SHALLOW HOLE FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL WITH TAMPED SIDES BE FOLDED BACK INTO PLANTING HOLE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX: — 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 113 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ONLY TREES WITH ONE MAIN LEADER el lJ1 /TZ SHALL BE PURCHASED. ES NOT PRUNE ° TREE AT PLANTING UNLESS DIRECTED i- TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL t Qo SET ROOT BALL FLUSH TO GRADE •y ° OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3"THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF =1 I 1=1 I PREPARED SOIL. — — � - — III— _ _ I' DEEPER THAN ROOT BALL (I REMOVE THE TOP 113 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8-12" REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO V OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH —� FINISHED GRADE MINIMUM 6" TOPSOIL FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH tlIN69:Iq�IH:F1y7 PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. =III=III== III III II TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING SUBSOIL TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED g AFTER 2 GROWING SEASONS D D Z_ E DO NOT WRAP TRUNK a UJ �3 REINFORCED RUBBER HOSE (1/2" ° D " ONLY TREES WITH ONE MAIN LEADER SHALL BE UJ U g S DIA.) PURCHASED. DO NOT PRUNE TREE AT PLANTING Z W 12 GAUGE GALVANIZED WIRE GUYS TWISTED ° UNLESS DIRECTED TO BY PROJECT LANDSCAPE C7 Z p Z U) U K 5 ARCHITECT W 0U U 8y 2" DIA. HARDWOOD STAKES 213 TREE HT. e U Z W W W w ET ROOT BALL FLUSH T GRADE R U' _ i 2 PER TREE S 00 US O G 0 W H- W EXISTING GRADE SEVERAL INCHES HIGHER IN POORLY H W Q 2 p W Z g s DRAINING SOILS. J > Z U Ul (n O PREPARED SOIL FOR TREE _ —� D M � Q m Z ~ 1 PART PEAT MOSS Q Q >� 3" THICK LAYER OF DARK BROWN p � — � Z (A � � W Z— H 1 PART COW MANURE = DOUBLE SHREDDED HARDWOOD O p 0_ — H lot 3 PARTS TOPSOIL ' I— - MULCH Q ZQ U� 2 g S = 4" BUILT-UP EARTH SAUCER J U w 0) o UNDISTURBED SUBGRADE —_ Z O p= W Z >i - BEFORE PLANTING ADD T F WELL -COMPOSTED Q ly Z U D- 5 a 0 G 3 04 0 —Q _ I I J o_ - Q � - LEAVES OR RECYCLED YARD WASTE TO BED AND TILL — = o ' — INTO TOP 6" OF PREPARED SOIL L) o Uj EMOVE THE TOP 13 OF THE WIRE BASKET IF I-_ 8 12' PRESENT. ANY AND ALL TWINE SHALL BE REMOVED O N FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL y S TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE N 5 OF ROOT BALL Sa SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE In V TREE PLANTING ON SLOPE DETAIL REVISIONS NOT TO SCALE DMM BY REV DATE COMMENT CHMC BY SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80%- TURF TYPE TALL FESCUE SEED 1.12. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.22. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A ' RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: Knowall b oreyobelow. Call before you aly. 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS ALWAYS CALL 811 AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF It's fast. It's free. It's the law. AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROWN PREPARATION REPAR TIONSTAGEATTHERATERECOMMENDEDACCORDINGTO SOIL NOT APPROVED FOR 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE CONSTRUCTION PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NONSELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW THIS DRAWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO REVI[DNMDAPPROVAL. Ins NOTPITENDEDASACONSTRUCTION PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE UOCUMENT UNLESS INDICATED OTHER SE. PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. PROJECT No.: V211201 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DRAWN BY: MEG OF ALL DEBRIS LARGER THAN 2" DIAMETER. CHECKED BY: KRG 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULT[ -PACKER, TURF DATE: 6/04/2021 ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS CAD I.D.: LSCP-0 ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. PROJECT: 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS INITIAL AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO SITE PLAN HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE FOR 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. 1 is c a Ll N it3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE s APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE- 3-5- FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO PROPOSED SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER LOCATION AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING 1636 SEMINOLE TRAIL AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC ALBERMARLE COUNTY PRODUCT MANUFACTURER RECOMMENDATIONS.) CHARLOTTESVILLE, VIRGINIA 22901 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NONATURAL RAIN EVENTS HAVE OCCURRED WI THIN 2 WEEKS B Q H L E R �� SEEDED ING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTSTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 Phone: (540)349-4500 OWNER MAINTENANCE RESPONSIBILITIES Fax: (540)349-0321 VVAhlerEng.com UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND .LTHFLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS ANDAREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOTLIMITED TO, THE FOLLOWING• TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO NE ROBERTSASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALLPEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH 0402060193 OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE (� 06/04/2021 TOIA CLEARANCE NDICATED ON THE HEIGHT 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SHEET TITLE: 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 LANDSCAPE FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. NOTES rLc S AND THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. DETAMS CT AMS SHEET NUMBER: C-703 ORG. DATE - 6/04/2021 1 0.1 0.1 V1 *Os 1 *0.2 *0.2 *0.2 1 0.1 1 *0.1 .3 *0.4 *0.5 *0.5 *0.3 0.1 1 CALCULATION SUMMARY CALCULATION ZONE AVERAGE MAXIMUM MINIMUM MAX/MIN PARKING LOT 13 8.5 0 NA PROPERTY LINE ADJACENT COMMERCIAL TENANTS 0.2 0 5 0 NA PROPERTY LINE ADJACENT TO STREET 0.1 0.2 0 NA S ITE 11 8.5 0 NA ALL LEVELS ARE IN FOOTCANDLES 0.4.0.5 .7 X1.0 * A *L7 *1.5 1.0 X0 1 OHS 0.5 5 *0.6 7 X1. X1.2 *1.8 X2.5 X2.3 3c1.7 i1.2 X1.0 0,5 PROPERTY LINE 5 0.4 *0.5 WO.6 X0.9 .1 *1.3 X1.6 *1.9 X1.9 *1.5 It1.3 .0 4 0.3 *0. X0. X0.7 X0.9 X1.1 X1.3 X1.5 X1.6 X1.5 X1.4 X1.1 X1.0 *0.8 4 3 0.2 3 0.2 *0.2 X0.4 ADS X0.7 X0.9 Xis *1.4 X1.5 Ill X1.4 Ill X1.2 x1.0 X0.7 • 6 *0.5 • 0.3 1 \ 2 *0.1 *0.2 *0.4 X0.5 X0.7 X0.9 X1.1 *1.3 X1.4 X1.3 *1.2 Ill *1.0 X0.8 '50.6 X0.6 *0.7 *0.6 *0.3 2 *0.1 *0.2 *0 X0.5 X0.7 *0.8 X1.1 X1.2 X1.3 X1.2 X1.0 X1.0 X0.8 '0.7 X0.6 *0.8 X1.1 '1.2 *0.2 1 1 .1 *0. '0.3 Xo.4 XD.6 *0.8 X1.0 Xis X1.2 X1.2 X1.0 T0.9 *D.8 T0.8 X0.9 *1.0 *1.8 *2.2 *1.4 *0.5 1 i * .2 *0 .4 XD.B X1.0 XI.2 X1.3 X1.4 X1.2 *1.1 X7.2 X1.5 X1.7 *1.8 *2.3 *3.5 *2.7 *1.8 �.4 1 *�.2 *O, '0. X0.8 X1.1 X1.2 X1.4 X1.5 X1.5 X1.5 *1.9 X13 'Z8 Xis X3 X3.2 Xis *Os 1 DW 0 1 *0.2 ,9 �0 *1.4 *1.6 *1.7 X1.8 X2.1 X2.7 *3.3 4.5 X3.9 DF X1.4 X0.7 X0s i 0 *�.1 X7 XI.7 *2.2 X2.4 X2.2 X2.6 *3.1 *4.6 X4. * 10.9 '0.5 .2 OHS F 1 +0.2 6 X1.4 24 *2.7 X2.6 X3.1 *4.5 *4 7 X X0.6 *0.5 *0.1 0 2 1 *0.3 0.8 *0.8 2'2.1 X26 X3.0 *3. OF 7 XiA wo.a *0. 2 OF 0 3 *0.4 *0.6 X0.8 *1.3 X2.2 2 X2. .7 Xt.6 X/.0 *0. 1 1 3 *0.4 .6 X0.9 X5.3 *1.8 M2-e • 2 X2 7 XO.8 OF 1 3 *0. XD.6 '01.9 *1.5 X2.2 5 .8 DW NZ X1.2 X0.5 1 3 3 *0 X0.8 71.3 *1.8 32-4 *2.5 X25 DF *1.2 *0.8 *0.3 2 2 *0. %.9 X1.3 *2.0 X25 .7 *0.8 *0.4 *D.3 .3 3 3 * ill *1.5 *1.9 31.4 *2.3 x2.3 DF *0.3 *0.4 *0.5 *0,4 *0.4 *0.3 3 4 1\ *1.0 X1.3 X1.9 X2.1 0 X1.9 • XO.3 .5 .6 X0.6 *0.5 *0. *0.3 E2 2 * .4 *1.0 *ls *1.4 *1.6 *1 o E2 �,3 *0S �.8 .9 X0.9 X0.8 X0.6 .5 *0. 4 Is E2 Na E2 * 34 *0.7 *0.9 *1.0 X0.9 t.5 5 Xis. Xis. *0 'KIA X1.2 *1.1 *1.0 *0.8 *0.6 *0.1 �0.3 X0.6 X0.6 X0.6 X0.4 X0. .5 .1 *1.3 X1.3 *1.2 1 X0. *0.2 *0.0 *0.3 *0.4 Ill *0.3 *0.6 X0.8 *1.1 *1.3 *1.4 *1.5 X1.5 *1.2 *0.4 *0.1 * .0 2 0.0 ZOs X0.3 X0.3 X0.5 *0.7 *1.0 *1.3 *1.4 *1.5 *1. XLO .7 *0.7 *os *0. 0.1 1 *0.2 *0.3 *0.5 *0.7 *1.0 *1.2 *1.3 *1.7 .3 3 *1.2 *0.4 *0.2 1 OHS 0.1 *os *0.5 *0.7 *0.9 *1.0 *1.2 *1.6 *2.0 *1.3 *0.5 *0.3 .11 2 2 *0.3 *0.4 *0.6 *0.7 X0.9 *0.9 X1.2 %.8 X0.5 *0.3 0.2 3 0.1 *0.4 *0.5 *0.5 .6 X0.8 X0.3 X0.3 X0.2 '0.2 3 0.1 *0.3 *0.4 *0.5 *0.2 X0.1 *0.1 X0.1 3 0.1 3 *O, +0.1 *0.0 +0.0 .0 ,8 t *0.0 +0.0 *0.0 *0 •0 O SITE PHOTOMETRIC PLAN D D.0 + + SCALE: 1:20 00 0.0 0.0 NO. REVISION DATE Inc PLUMP ENGINEERING INC. ARCHITECTURAL, STRUCTURAL, M.E.P, CIVIL, SURVEYING 914 E. KATELLA AVENUE, ANAHEIM, CA 92805 (714) 385-1835 www.peica.00m 0� " -;o�4J� ��" C00 STAMP CONSULTANT Dialectic ENGINEERING Oiubchc, Inc. T 816-997-9601 310 W 20th Street. Suite 200 F 816-997-9602 Kansas City. MO 64108 DiolecticEng.com Virginia Certificate of Authorization Number 407-003805 Copyright 2021 IftKAD LED LED Area Lumini Spe dBtatlons EM 14' Length: Wfdslc R Haight W-ioa H.Tf L� lmalk ram.' 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CATALOG NUMBER LAMP BALLAST VOLTAGE WATTS MOUNTING LUMEN TAG OUTPUT LED WALL PACK - FORWARD DSXW1 LED 10C 1000 30K TFTM 120 SURFACE MOUNTED OF THROW LITHONIA DDBXD 39W LED INCLUDED 120 39 ON WALL 3,673 DSXW1 LED 10C 1000 30K T2M 120 SURFACE MOUNTED DW LED WALL PACK - WIDE DIST LITHONIA 39W LED INCLUDED 120 39 3,512 DDBXD ON WALL E2 LED DOWNLIGHT GOTHAM EV06-30/07-PR-MWD-LSS-120-GZ1 14.7W LED INCLUDED 120 15 RECESSED 750 LED POLE LIGHT WITH HOUSE KAD LED 40C 1000 40K R4 HS 208 SPD POLE MOUNTED QHS SIDE SHIELD LITHONIA DDBXD 141W LED INCLUDED 208 141 @ 25'-0" 15,000 DISCUUM19 TIRE N) DISCLAIMER: THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF DISCOUNT TIRE COMPANY AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHAD- BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. PUBUCATION THEREOF IS EXPRESSLY LIMITED TO SUCH. 1636 SEMINOLE TRAIL ALBEMARLE COUNTY CHAR LOTTESVI LLE, VA 22901 STORE NUMBER: VAC 12457 PROJECT MANAGER: PREPARED BY: PH: (816) 997-9601 FAX:(816) 997-9602 DRAWN BY: NORTH TRUE THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING: THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE/PROVINCE REQUIREMENTS SHEET TITLE: SITE PHOTOMETRIC PLAN DATE: MAY 2021 SHEET NUMBER: C-704 IX. PROP. FINISH ASPHALT BIT. ASPHALT SURFACE COURSE 2 CONC. PAVEMENT PAVEMENT F \ g ASPHALT SURFACE COURSE TRUNCATED DOME PATTER W BASE COURSE a IX. ASPHALT j ASPHALT BINDER COURSE U E ASPHALT BINDER COURSE REMAIN j EDGE OFCURBZ3TONEBASE m U-1 (an SLOPE EET IX. PAVEMENT FLUSH VARIES Z W U W WWU'a V)[M7D Z 5 .a a'.e .. ' e COMPACTED STONE BASE COMPACTED STONE BASE - "e -' - Z W . a W (9 U U> y d Q ae: Z W H W SLOPE. : <. SLGP� -W Z rc9— OfOf� m � < a. 12t1 e ZO a . .12:1 MAX-, "0.000000 .. e. d MAX, a � W Z U W In � Wq ' 00000000 00000000o 000000000 e - (n Q 00000000 00000000 Coco 000000000 ' _ ZO W Z ? _— — — — —_— PROP 1 1/2"MILL TACK COAT III III III III III III III III III III III III III III -I I I_I I I_I I III , I I 1111,111-I I MI 11 1] 1, ; ,1 � M I 1=I I I- I I=III-III-1111 111 11111 1 i l l l l„� 11- AND OVERLAY (APPLIED 0 2GAL ONS ATV. U U z Q � ~ O p J(9 0 5) a- N o _ _I I III_I I I_I I I -I I I_I I I_I I_I I III -I I I_I I I_I I -III -I -I I -III -I I I I I I I I;, � 11= =1 I -1 1, ; ,1 1-� 11= 1=III=III=III-1111 111 11 11 1 i l l l l„� 11- COMPACTED SUBGRADE COMPACTED SUBGRADE Q Z U 0- Q 0_ a g (PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT) 5'-0" J of o MIN. U o g NOTE: � 8 N ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA u S ACCESSIBLE GUIDELINES. wg �g5 Sa REVISIONS HEAVY DUTY ASPHALT PAVEMENT SECTION PAVEMENT WIDENING DETAIL STANDARD DUTY ASPHALT PAVEMENT SECTION ADA ACCESSIBLE RAMP DETAIL REV DATE COMMENT DMMBr NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Br cHIMIU=o CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF JJJJJJJ JJJJJJJJJ JJJ-' IJJJ 4" DIAMETER STEEL PIPE FILLED ONCRETE PAVEMENT SECTION CONCRETE COMPACTED T BASE JJJ.� IJJJ 18" SQUARE CONCRETE W/ CONCRETE PAINTED TRAFFIC JJJJJJJJjJ ENCASEMENT YELLOW AND EMBEDDED IN _ J o 64 W WM (10 GA.) Jjj JJ (3000 P.S.I CONCRETE) CONCRETE BASE v AVEMENTSURFACE TACK COAT (SEE PAVEMENT DETAIL) (APPLIEDATARATE 3,000 P.S.I CONCRETE TOP OF ASPHALT OR OF 0.2 GALLONS/S.Y.) CONCRETE SLAB ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER I. rINISHEDGRADE DETERMINED BY z ASPHALT OR CONCRETE -III III I -III -I 1- TRAFFIC SURFACE 3000 P.S.I. CONCRETE III i III— - -11 III 11 I11-I - i .'• I_� 1=1 III -I III -I 1=1-III III -III -III III -I 1=1 1=1-I — - -III — - — 1=1 I — —_ 11 III III III 11 Il`\I� III.�I- '-� 1 `COMPACTED SUBGRADE � II III -III I III -III ( PER GEOTECHNICAL REPORT) _ � ` � 11 III -III III 11 I � 1- II III -III I III -I III -III III -III Know what's below. Call before you dig. a" SEWER cLEANouT CAP -_- _ " III=III= II II II II II=1 I. ALWAYS CALL 811 =1I =11 SAND CUSHION — = _ _ _ NOTE: It's fast. It's free. It's the law. 3000 P.S.I. CONCRETE 1. SEE SITE PLAN FOR LOCATIONI 1 �" MIN. 6" PVC ENCASEMENT PIPE NOT APPROVED FOR TRAFFIC RATED CLEANOUT DETAIL CONSTRUCTION BOLLARD DETAIL NOT TO SCALE CONCRETE -TO -ASPHALT DETAIL STANDARD DUTY CONCRETE SECTION TIES DNAIMNG IS INTENDED FOR MUNICIPALASA AND/OR AGENCY NOT TO SCALE NOT TO SCALE NOT TO SCALE REVIEW AND APPROVAL. IT IS Nor INTENDEDDAS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 2' MIN. CLEAR ZONE DRAWN BY: MEG (TYP., LT. & RT.) CHECKED BY: KRG 6 04/2021 12" AVED SURFACE/ CONC. PAD CAD I.D.: NDS-O EFLECTIVE ALUMINUM PROJECT: LEGEND AND BORDER - GREEN VARIES 3' TAPER CURB TTAPER RESERVED WHITE SYMBOL ON BLUE BACKGROUND PAWNG BACKGROUND -WHITE 0.1 _' BREAK INITIAL TYPICAL AT ALL ADA SPACES 2% MAX. CROSS SLOPE SITE PLAN IIIIII-III=1 � IIIIII-I 11= GUTTER PAN THIS SIGN TYPICAL AT ALL "VAN �- FULL HEIGHT CURB CURB TAPER p' RADIUS FOR ACCESSIBLE" PARKING SPACES VAN -III—III—III- III-III=1 -1TI=1TI=1TI=1 1=1TI1 1=1 1=1TI=1TI=1T1=1 1=1 1=1 1-1 I- -1 1=1 1=1TI=11 I-III-ITI=1 1=1TI=1 III-� 1=1 TRIP -RAP PAD PLAN VARIES 2 1 S c a N ACCMBLE —' —III— 4" CLASS A CONCRETE STD. CURB (PER SITE PLAN) s COMPACTED SUBGRADE (PER (3000 P.S.I. @ 28 DAYS) ENALTY SIGN WITH WORDING AS GEOTECHNICAL REPORT) 4" THICK, COMPACTED 1" RADIUS PAVEMENT SURFACE REQUIRED BY STATE OR LOCAL LAW STONE BASE (TYPE 2a) PROPOSED LOCATION 'CURB NOTE. TTAPER BREAK TTAPER 1636 SEMINOLE TRAIL 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED ALBERMARLE COUNTY ALVANIZED "U" CHANNEL POST AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL ELEVATION CHARLOTTESVILLE, VIRGINIA 22901 TO SIDEWALK WIDTH. Z IIU_ m 4" CIA. SCH. 40 GALVANIZED STEEL PIPE 20 BOLLARD PAINTED OSHA YELLOW FILLED l WITH CONCRETE 10 B Q H L E R �� m� CONCRETE SIDEWALK DETAIL CURB BREAK DETAIL CURB TAPER DETAIL l O9 m NOT TO SCALE NOT TO SCALE NOT TO SCALE o _ > AINT CONCRETE BLACK AFTER 28 BLACKWELL PARK LANE, SUITE 201 ^0 CURING AT ASPHALT LOCATIONS WARRENTON, VIRGINIA 20186 J Phone: (540)349-4500 Fax: (540) VA@BohierEng.com om 4000 PSI CONCRETE 6 tj1/4" RADIUS 2" RADIUS 4„ pLTH OF _INISHED GRADE CONCRETE COMPACTED STONE BASE REV q EMENT 6WWM (10 GA) .. y 1.CONTRACTOR TO INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT EDGE III III SURFACE VKAT ROBERTS _ OF GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS INDICATE O d ( III III SEE PAVEMENT DETAIL) Lic. No. 0402060193 _ -- - II III III III a' : I�11 I11 I�1 I11 I11 I11 I11 I11 I11 DIFFERENTLY. II�IIIIII —III p N 11 11 11 11 11 1 11 1 11 11I 11 11 11 11 2. CONTRACTOR TO PROVIDE GUTTER PANS (COLLECTORISPILL) PER GRADING PLAN. SHADED GUTTER PAN —III O� REPRESENTS FULL SPILL SECTION, NON -SHADED IS COLLECTOR. CONTRACTOR TO PROVIDE 3 FOOT m a III— 06/04/2021 1111 11 11I 11 11I 11 11I 11 11 11I 11 11 11I , 111111111111111111111111111 a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS. IIIIII. ___________________ LI-I I IT I.=I F-I 1 I —I I I;� ' II I I IIII-III III III o � � III=1 I I III III III III III III- PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50%ALONG COLLECTOR CURB. IF FIN CONDITIONS -III A AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO 1 11= I � I—= ' � —III—i I I' III III III n DIII III III III III III III o CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER SHALL BE HELD HARMLESS FOR ANY I —III —I SHEET TITLE: o. CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS. -III= COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 4. IN THOSE SITUATIONS WHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE .III=III=III=III=III=III=III=III=III=III=III=III=III=L - EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE - -III—III—III—III-III=III—III—III-III -III—III- CONSTRUCTION = = = == ISLAND PROVIDES 1%PAVEMENT SLOPE, PER PLAN INTENT. —III —III — I I I-Ill-III-1 I I I I I L-III I-1 11=1 DETAILS SHEET 5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME AT THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.500A NOTES: NOTE. 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. SHEET NUMBER: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES C 9 01 BOLLARD MOUNTED ADA PARKING SIGN DETAI HEADER CURB DETAIL HEAVY DUTY CONCRETE SECTION ORG. DATE - 6/04/2021 NOT TO SCALE NOT TO SCALE NOT TO SCALE