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Home My WebLink AboutSDP202100084 Plan - Revision 2022-01-21SITE DATA INITIAL SITE PLAN NUMBER SPD202100054 FINAL SITE PLAN NUMBER SDP202100084 ADDRESS 1636 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 TMP 06100-00-00-120JO JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT RIO DISTRICT ZONING PROPOSED USE TIRE SALES EXISTING HIGHWAY COMMERCIAL- HC PROPOSED HIGHWAY COMMERCIAL - HC ZONING OVERLAY DISTRICT AIRPORT IMPACT AREA AND ENTRANCE CORRIDOR STEEP SLOPES - MANAGED SITE AREA 1.32 AC BUILDING AREA 7,680 SF BUILDING AREA PERCENTAGE OF SITE AREA 12.96% MAXIMUM BUILDING HEIGHT 65 FEET PROP. BUILDING HEIGHT 26 FEET (1-STORY) 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*120%) = 32 SPACES PARKING PROVIDED 32 SPACES HANDICAP 2 SPACES (1 VAN SPACE) REFERENCES AND CONTACTS REFERENCES *BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER 12825 WORLDGATE DRIVE, SUITE 700 HERNDON, VA20170 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: "VAC 12457- CHARLOTTESVILLE, VA - CONCEPTUAL FLOOR PLAN - 6B-RH-60.DWG" DATED: 10/182021 ♦GEOTECHNICAL REPORT: ECS MID -ATLANTIC, LLC 4004 HUNTERSTAND COURT, SUITE 102 CHARLOTTESVILLE, VA 22911 DATED: 0525/2021 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. FINA S/TE PLAN DOCUMENTS APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 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 CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS 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 $HALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN Fill I CONFORMANCE WITH LOCAL REGIIIATIfwS ANO CODES. FOR E [-- EEIOEflu LOCATION OF SITE 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA RIO MAGISTERIAL DISTRICT D.B. 1980 PG. 239 TMP: 06100-00-00-120JO �pd°'�amuneeY Cnn.. y // Carrsh.°ak 4VAa i ' Ayuur V4 xn Elementary dor -S sm°ol Woodh—k d Sq` ` ± Elementary 5 bT fd Scnool T � Wean 6r A, Ab q AD"w d�r�91^"'V y Y wii hrutx i°wrnroul SN ■ E £ �' d S y �Railitree cNarleFresellre PeOq° � 0.d ..Emae 1,-1.. u F N�„s,¢W e gp ps. �m ad 4'✓ II SR 're Hill ^ae°Ra 7 Chile ni0 /// y Frro �" W µens a �y e a c,. x Wakefield _ +ail, Rio qa& ri7Tl`1LI7 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: BILL SHRUM DEVELOPER PHONE: (480)-606-6838 I m - T \ FBI o HLER// CONTACT: RYAN T YAUGER, P.E. SHEETINDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERALNOTES G-102 GENERAL NOTES AND LEGEND G-103 ALTA/NSPS LAND TITLE SURVEY (BY OTHERS) C-201 - 202 EXISTING CONDITIONS AND DEMOLITION PLAN C-203 SITE PLAN C-301 SITE CROSS SECTION C-302 FIRELANE PLAN C-303 TRUCK MOVEMENT PLAN C-304 GRADING PLAN C-401 UTILITY PLAN C-501 UTILITY PROFILES C-502 - 503 UTILITY COMPUTATIONS C-504 LANDSCAPE PLAN C-701 LANDSCAPE COMPLIANCE G-702 LANDSCAPE NOTES AND DETAILS C-703 SITE PHOTOMETRIC PLAN (BY OTHERS) C-704 CONCEPTUAL ELEVATIONS (BY OTHERS) C-705 SIGHT DISTANCE PROFILE C-801 CONSTRUCTION DETAILS SHEET C-901 - 902 SHEET TOTAL = 23 J 0 m (D z E W UJ W Z W LU f7 ZjZ(nU LU W H U W 0 U,W z ot(=L2EZU �> F W 2 W zU<np rn 72 Q Q Z Q zU)2 W ZFH 0zQQa~O 0<OW Wm z J oD z) W Z Z (L Q > aJ of U W H rn REVISIONS REV i DATE I COMMENT 1 10/29/2021 PER ISP COMMENTS Rom; 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS -2 PROJECT: SITE PLAN DOCUMENTS FOR vms;� N t PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 01 /21 /2022 SHEET TITLE: COVER SHEET SHEET NUMBER: C-101 REVISION 2 - 01/21/2022 GENERAL NOTES (Rev. 22021) DEMOLITION NOTES (Rev. 22021) SITE LAYOUT NOTES (Rev. 12020) LIGHTING NOTES (Rev. 12020) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA (HEREIN "BOHLERj 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 EN RE THAT ALL B NTRA T R F LLY AND MPLETELY NF RM T AND MPLY WITH THE E RE IREMENT THE E N TE AND THE SU SU CO COS U CO CO O O CO S QU S S O S 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 MAY BE F ND N THE INDIVID AL PLAN . THE E ENERAL N TE APPLY T THI ENTIRE D MENT PA KA E. O S S C C O S OU O U S S G O S O S OCU 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 BV 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 ADDENDATO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BV 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 BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANV 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 ENTRVEXIT 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 BOHLER, 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 BOHLER, 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 ANV 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 BOHLER, 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 ANV 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 ANV 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 ANV UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANV 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 ANV 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 BOHLER ARE NOT RESPONSIBLE FOR ANV 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 WORKAND 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 AGAINST ANV 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 ANV TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER 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 ANV 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 "BOHLER 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 BV ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANV CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORKAND ANV 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 ANV 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. ANV 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 ANV 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 BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANV 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 ANV 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 LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANV 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 BOHLER, 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 ANV 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 AUTHORITY IES PRIOR TO THE ( ) COMMENCEMENT OF ANV ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" MUTCD AND THE FEDERAL STATE AND LOCAL REGULATIONS. 4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY ( ) CONDITIONS REGARDING ITEMS TO BE DEMOLISHED REMOVED AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND 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 ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANV TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANV SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BV BOHLER, 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 ANV 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 ANV DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK' IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER, 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 ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 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 ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 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 1.31 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 ALLAPPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANV, 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 BV 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 ANV 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 ANV 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 BV 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 BV 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 ANV AMENDMENTS OR REVISIONS THERETO. 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICTS) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCV(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.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEC. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANV 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: T ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANV DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BV 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 BV 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 ANV DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI At 17.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANV RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANV 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 ANV 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 ANV EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFUCT(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 ANV INSTALLATIONS THAT DEVIATE, IN ANV 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 BV 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, ANV 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. ALBEMARLE COUNTY NOTES 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOU. CONTACT VDOU FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 6. A KNOX BOX WILL BE REQUIRED. 7. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 8. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN($). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BV THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. W 2 O m r, Z D_ W W W N Z W O ZjZ(nU Z W W H W -U O U D_ (7ZUJWUJ jW zrc9t=W�w F W Q 2 p W Z �><Ix-j - Z(42aaZQ W Z F 0f OpQQQF� z O p Q U a Z J Cn � Ci O7 p W Z Q (n d J d Q Of J F 5 W H_ r7 REVISIONS REV i DATE I COMMENT =� 1 110129120211 PER ISP COMMENTS �� 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 1 I I H Know what's below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS -2 PROJECT: SITE PLAN DOCUMENTS FOR DO�EMMU PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@Bohle�Eng.com TH Lic. No. 0402056625 01 /21 /2022 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 N N O N N REVISION 2 - 01/21/2022 m STANDARD DRAWING LEGEND ABBREVIATIONS STANDARD \ ij O Z W Z LU 0) Of Wd Z W = w > W Z m LU W U W Z } (9 I_ LU of U) LUZ J > Z U W U) O rn Z) 2 Q Q Z Q Z (nguJZFI— CIL of OU Z < Q F ~ O Z J O Q j w Z J d Q d< > J ~ H g g cp a� W 8N g § o `2 how -, g <&® o o IS 2 FOR ENTIRE PLAN SET LIMIT OF WORK LOW LOW LIMIT OF DISTURBANCE LOD LOD FOR ENTIRE PLAN SET AC ACRES EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ADA AMERICANS WITH DISABILITY ACT ONSITE PROPERTY LINE / R.O.W. LINE ARCH ARCHITECTURAL BC BOTTOM OF CURB — — NG NEIGHBORLIINE / PROPERTY INTERIOR PARCEL LINE — — BF BASEMENT FLOOR BK BLOCK EASEMENT LINE BL BASELINE BLDG BUILDING SETBACK BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CIF CUBIC FEET CONCRETE CURB & GUTTER CURB AND GUTTER CL CENTERLINEa CMP CORRUGATED METAL PIPE SPILL TRANSITION CONN CONNECTION DEPRESSED CURB AND GUTTER CONIC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS REVISIONS UTILITY POLE WITH LIGHT DEC DECORATIVE REV DATE COMMENT CNECIIEDB POLE LIGHT DEP DEPRESSED Y DIP DUCTILE IRON PIPE 1 10/29/2021 PER ISP COMMENTS DSH RTY TRAFFIC LIGHT DOM DOMESTIC 2 01/21/2022 PER COUNTY COMMENTS BSC ELEC ELECTRIC RTY O UTILITY POLE O ELEV ELEVATION EP EDGE OF PAVEMENT 4 �S TYPICAL LIGHT ES EDGE OF SHOULDER ACORN LIGHT EW END WALL EX EXISTING __v_ TYPICAL SIGN FES FLARED END SECTION FF FINISHED FLOOR X PARKING COUNTS FH FIRE HYDRANT FG FINISHED GRADE ; Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. G GRADE GF GARAGE FLOOR (AT DOOR) — — —170-- — — ------------- MY CONTOUR LINE gp 187 GH GRADE HIGHER SIDE OF WALL TC 516.4 OR 516..4 SPOT ELEVATIONS TC 516.00 TC 516.00 BC 515.55 MATCH EX 518.02E GL GRADE LOWER SIDE OF WALL GIRT GRATE GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY LABEL SAN # HP HIGH POINT NOT APPROVED FOR CONSTRUCTION X STORM LABEL X HOR HORIZONTAL HW HEADWALL SL SANITARY SEWER LATERAL INT INTERSECTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEWANDAPPROVAL. IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. INV INVERT /y UNDERGROUND WATER LINE N LF LINEAR FOOT PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS-2 E UNDERGROUND ELECTRIC LINE E LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE C UNDERGROUND GAS LINE G LOS LINE OF SIGHT LP LOW POINT PROJECT: SITE PLAN DOCUMENTS FOR oo�Qa�aQ - PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY VIRGINIA 22901 0// OVERRHEAD 0H US LANDSCAPE MAX MAXIMUM T UNDERGROUND TELEPHONE LINE T MIN MINIMUM c. UNDERGROUND CABLE LINE C MH MANHOLE MJ MECHANICAL JOINT — — STORM SEWER OC ON CENTER PA POINT OF ANALYSIS S SANITARY SEWER MAIN S PC POINT CURVATURE �cr HYDRANT PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION O SANITARY MANHOLE O POG POINT OF GRADE O STORM MANHOLE O\I I\®_ i PROP PROPOSED PT POINTOFTANGENCY Wm ® WATER WATER METER PTCR POINT TANGENCY, E CURB RETURN WV WATER VALVE • PVC POLYVINYL CHLORIDE PIPE B O H L E R // PVI POINT INTERSECTION VERTICALEl GAS VALVE PVT POINT OF VERTICAL TANGENCY ® MGAS ETER ® R RADIUS 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804) 893-8200 VA@BohlerEng.com RCP REINFORCED CONCRETE PIPE TYPICAL END SECTION RET WALL RETAINING WALL R/W RIGHT OF WAY a� HEADWALL OR ENDWALL DB S SLOPE LTH Q w F c C1 N YA R .p Lic. No. 0402056625 4, Oi(S 01/21/2022 �1 O GRATE INLET O SAN SANITARY SEWER SF SQUARE FEET Q� CURB INLET STA STATION STM STORM 0 CLEAN OUT O S/W SIDEWALK TBR TO BE REMOVED O ELECTRIC MANHOLE T TBRL TO BE RELOCATED O TELEPHONE MANHOLE T TC TOP OF CURB TELE TELEPHONE EB ELECTRIC BOX EB TPF TREE PROTECTION FENCE SHEET TITLE: GENERAL NOTES AND LEGEND TW TOP OF WALL EP ELECTRIC PEDESTAL EP TYP TYPICAL UG UNDERGROUND UP UTILITY POLE ® MONITORING WELL ® W WIDE W/L WATER LINE SHEET NUMBER: C _ '/ 1 03 I TEST PIT YYY W/M WATER METER 3 PLUS OR MINUS BENCHMARK ® DEGREE BORING R REVISION 2 - 01/21/2022 # NUMBER 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 04112/2021 AND FIELD LOCATED WITH CONVENTIONAL FIELD SURVEY METHODS UNLESS OTHERWISE NOTED 5. THIS SURVEY WAS PERFORMED IN THE FIELD ON 04/13/2021 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 51D03CO278D. 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 BY BOHLER ON 04/1312021. 12. THERE ARE NO GAPIGORES 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. 70 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. A 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. 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. PT RIGHTS ASSOCIATED WITH UTILITY POLES AND OVERHEAD UTILITY LINES AS SHOWN ON P T RECORDED IN DEED BOOK 445, PAGE 399; THIS DOCUMENT DOES NOT CONVEY RIGHTS OR CREATE EASEMENTS. In2 TERMS, PROVISIONS, CONDITIONS. AND EASEMENTS CONTAINED IN EASEMENT(S) AND IGHTS 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 CLERICS 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): A008301604-OOA UTILITY COMPANY LOCATE STATUS PHONE NUMBER ALBEMARLE -WATER&SEWER MARKED (434)531-0714 RIVANNA-WATER & SEWER NO CONFLICT (434) 906-2620 CENTURY LINK MARKED (801)364-1063 COMCAST NO CONFLICT (804) 562-3861 FIBERLIGHT MARKED (240) 315-8817 MCI MARKED (800) 289,3427 OWEST GOVERNMENT MARKED (703) 387-9152 DOM ELEC MARKED (804) 385A 126 CHARLOTTESVILLE GAS MARKED IWO 921-2516 LANDS N/F MP$ INC. D.B. 5476 PG. 471 PIN.' 06100-00-00-12000 N47025'41 "E 150.00'(M) N52049'04"E 150-00'(R) ffKf-/S t07'� " S011AI OF f SHED /S � SOUTHM OF 9 LANDS N/F S S C ACOU/SITIONS INC. D.B. 1429 PG. 330 FIN.- 06100-00-00-12097 LANDS N/F SUZZMAN, W/LLIAM EDWARD & ✓OHN A F D.B. 10-0 — —12 / \ P/N.• 06>00-00-00-120W0� / \ N i i o � V) Z ` v D \ Z w \ Z m O S APPROXIMATE LOCAAOv Of SLOPE M4/NTE027 EASEMENT 0\ 9 670 PG 0175 /- % LANDS N/F i CHARLO7TES(//LLE ALBEMARLE \ RENTAL PROPERTIES LLC D.B. 5040 PG 206 PIN.- 05100-00-00-120PO V m� a @b = 2 0° BR Op uhitl �R°o n1C.r r\y ,roOGREENFIELD LN �1O MYERSDR/lIp w.oab, o.,R OWL fUN U o NN7S 0' ` U0r v P`CP 0 Lv. ;. �,..,I 9k a `OP r SITE C MACLSDE COREST ,¢ c o d = o e2 R- x °oy toe n V� ED o 1y,0 �FRS1� O FOR OR0 ct x rt° : O° u 3 �� N_sR„-IR w)`\� P'• �S EXETERCT 9 '4, 'r FR i Cry£ 9R9 �2 2g ..'0E1 ADO Op �O,AO FREE STA7 y6p P R,a,uaa.,,nl R LOB SYCAMORE CT PKEF1FLovM S,8 N '<S 0c7 ro R 19 <.- M/Chapel Hd•: LEGEND s. ♦ - - EXISTING CONTOUR J. X 1245 EXISTING SPOT ELEVATION X TC 12345 EXIST. TOP OF CURB ELEVATION LANDS OF It.) IM`�• X C 12295 EXIST. GUTTER ELEVATION MIMOSA, L. L. C. X f 12? 45 EXIST. EDGE OF PAVEMENT ELEVATION D. 9. 1990 PC, 239 `�� ' WATER VALVE O� OH OVERHEAD WIRES AREA: 1. 32 AC. (/F) C APPROX. LOC. UNDERGROUND CABLE LINE PER UTILITY MARKOUT 57. 240 S.F. 1.914 ACRES (M) \ 6 APPROX. LOC. UNDERGROUND GAS LINE PER UTILITY MARKOUT P/N. 06100-00-00-120✓O \ \ \\ 7I APPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKO 097�_BENCHM4RA' ♦` ,7G40 \ F APPROX. LOC. UNDERGROUND ELEC. LINE PER UTILITY MARKOUT M40 NNL SET I STORY fRAME ZLIV=499.18 N APPROX. LOC. SAN. LATERAL PER UTILITY MARKOUT CLEARANCE &4R 1 / N J,917,125 \ \ I \ \ \ /G c\ \ g V -O Or7ivE THr'U G o ® \ // URB INLET 4IENrl APPROX/#4TE LOCATION OF // R/M=502,u Ep9 F\ \ EX15)7AV 071/1Y EASEMENT // bW=495.50 D.B. 45N PG 25 / S/6'N 1 4 120 4.9' %1636 I STORY BR/CA' CURB INLET BUILDING 7WNOYS- NO ACCESS 21' 3,J51 S-E RIM=49395 i S4NITARY M4Nh'O[E / NO ACCESS AIM=49459 / LANDS N/F WILCOHESS LLC, D-B 3582 PG. 130 PIN- 06100-00-00-126DO UP #/' . 7R4vs AVI UP W/ / nA TRANS NOf�.. / / c��2o c� n� W07 ,KNNT USE 0AU7Y AWOONT� O.B. RS94 PG 14 OB. 4935 PG: 537 CURB INLET / it / All, s/D S/CN' IS ' /-I � / STORM MANHOLE 6 AIM=494.86 INS 8=04.86 4 -. INY A=A011 S4WTARY MANHOLENO ACCESSR/M=494.51 r.� CURB INLET RIM=49419 / .Y--CUT /N SIDE NA' EZlV=507.20 6 S4N/TARP MANHOLE NO ACCESS R/M=5R0.05 �-CURB INLET R/M=499.94 /Nv 49524 /G B1� APPROX/M4Tf LOCAAON OF PERM4NENT 0R4GY40E EASEM N O.9 4594 P6 15 / #1 R. G� P{ S35047'16"W 153.15' (M) S41010'39"W `�3�Q� NJ917,125 153.15' (R) 0 ,P q�6 GV� hbx� J 2010 5 0 20 1 "= 20' LOCATION MAP COPYRIGHT 2009 DELORME STREET ATLAS USA 2009 SCALE: 1"=2000' wN ® UT WATER METER ®N GAS METER i SIGN MAIL BOX • BOLLARD X FENCE 13�0 -0 AREA LIGHT C60 CLEAN OUT � PAINTED ARROWS A DENOTES PARKING SPACE COUNT GUY WIRE TREE (SIZE AS NOTED) MR) TYPICAL it PLUS OR MINUS (M) MEASURED (R) RECORD Q5 TITLE REPORT EXCEPTION BENCHMARK PROP. CORNER TO BE SET -� UTILITY POLE �I ELECTRIC METER El ELECTRIC BOX © SANITARY MANHOLE STORM DRAIN MANHOLE FOR INFORMATIONAL PURPOSES ONLY 1 REVISED CERTIFICATION CJT 05/26/2021 No DESCRIPTION OF REVISION BY: DATE MINE 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, 3, 4, 5, 7(A), 7(B)(1), 7(C), 8, 9, 10, l l(B), 13, 14, 16, 17, 18, 19, & 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON APRIL 13, 2021. o��PLTH OF �.A r o ERIC NISKANEN a CQ�' Lic. No. 1524-B ERIC K. NISKANEN �'0 Smv�^t° `' DATE VIRGINIA LICENSED LAND SURVEYOR NO. 1524-B +11 ALTA/NSPS LAND TITLE SURVEY DISCOUNT TIRE CHARLOTTESVILLE 1636 SEMINOLE TRAIL CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA FILE NO. 12825 WORLDGATE DRIVE, SV H SUITE emo70 MEMEMMBOHLER// ig r DATE 04120/21-LPSTATEtEWTOTAI2WTCN, NAMNE,Y YORK MEMOMWARRelNiEP11LCELMIASWMERNNA LEHIGH VALLEY. PAM SOUTHEASTERN PA �SAUTMORE, MD ■9JUDBLN TYAYLANDII NORTHERN VIRGIN,'N 11'ASINGTON, DC 6CENNUL VRONRI•CHARLOTTE, W 9 RALEIGH NC FIELD DATE CREW CHIEF DRAWN I REVIEWED I APPROVED I SCALE I DWG. NO. 04/13/21 JK/WL CJT EKN JSF 1" = 20' (.-201 0 w 0 O 0 LANDS N/F / \ ; ' SULL/VAN, WED ARD & ✓OHN A F D.B.R. 1 / ' 095 PG. 237 e I � � PIN.- 06100-00-00-120W0 / \ ZONED. HC�H/GHWAY COY MERC/ALA , / \ US COMM I?C/AL / N I x 5J0J9 / / \ `LANDS N/F , I 510 D.B. '', 5476 PG 471 �6Y/SPNG TREES PIN- 061p0-00-00-12000 'I � ' �`- (TBRJ (7YP.) W E ZONED. HC NIGHWAY COMMERC/AL�'' ��' �' ' \ ' wzJc, xs/48 8 USE.• `WAREHOUSE50 / , , ' m r iry 1'' 1 ` y\^ ,A \ <, c \ VI.Sr,`�' SIRIb / i' ', '� - - _�_____ 5 s Ste/) \ JQ • Try` I\ 1' x / — — / O�' - - _ /------------------------- --- 4 J SZOPEXAW � �E EASEMENT -------------------- \ F.Y. FENCE ,'`- `�� L�j -,� -' - �- _ h� D.B 67d'PG 0275 / \ \spo \ (MR) /S iO.7` 1/Y� �;' j5 /� �Y' / �0� ''-- 0 , --- \ SOUTH OF xa`. 57'- xzzze YXISANC 7RE£5J / 5p6. ` LANDS OF / - D.B.MIMO1980 PG. 239 SSA ------------------- i IYOOD lYA[�L (TBR ` — ��l ---- --- / / / AREA: 1.32 AC. (R) BARN 4 / ♦ / / 57,240 S.F. 1.314 ACRES M \ '�k' ri�1 S L� 1`\ Oh ♦_ -- —505' 4 PIN:06100-00-00-120JO ( ) / OR'' i/ - - ----------ro LANDS N/F EX/ST1Nlz' TREES (TBR ,h :' CHARLOTTESV/LLE ALBEMARLE ♦ RE Iy -- v E PROPERTIES LLC -- ------ sJ�Js x RENTAL FOUND - `� ,✓Jj D.B. 5040 PG. 206 \ - _- r / / I/ C 1 >'♦ $ \ \ PIN- 06100-00-00-120PO I , 0 / / I GRAIEL AND PAIJEMENl h ,' / • / � ZONED.• HC�H/GHWAY COMMERC/AL)_ - x 5s c r '� `o - ( RLMNAN75 (7BRJ / <sT ♦// / i ♦♦� s U$ . COMMER_LYAL \---____-- - - 2zJq 1 sJ" 1 �S�xt�ta E/X�/.S�nN TREES (TBR) j \ / �' �' ', A =F� _ EXISMNG TREES (TBR) �cM \ (�) ' VI1 / \ OOD DECK (TBRJ /�' _ �. / / \\\``' \ _ 11 � S(TBR) l / (/ isi �\ I 1, /1: \ 5pp l l cG 1J --- ---- 1\ \ / // \ 9' I�� II I \ I l % Y, �� \ / / \\�♦\ \ r,---- . EX/Mr) o TREES �RJ / ,f7 \ \ `'I `.\ v`I 1 S70RIFRAME(TBRJ ♦♦ %/Y //11,/ '/ (�RJ( J 5031 ' l 1 77\BENCHALAR O BE i 1164� \ ; LOW (mJ (�J RESET PR/ TO // � � > S>r RY Fp�E \ `----- \ \ J/ LAND D/S7URB4NCEJ p p P \ \ Y \ \ ` p / \ r , ' r ' r r i ALAG NAIL SET \ ,�� , ,.�fifi```` I I _ ELEY.=499. 18i �% A �� \\ `,cF'1'� ` / • I I �,� � /I 411 / b EXrsnNc rRL�s TBR / �•ro„J \ � \ \ `,'`, \ ♦ ` T I / r AV V``. V A BLIHIl2$'T\ Tall smear--------- I fF 513.05 \ ,•,d\., `, \ \ , i ' 1A °i' 'I < Y ' R \ \ \ N ;` j , I� �1 &9 y (TB J \ G \ \ cuRB INLET "\\` OG, i / / 18 /\R�wNamom Ity �\\ \ \ \R/M_49550 ♦v v uNDERCRouND�j�{Y v a \\ME m4r ♦ cAs (TBRJ /6 \\\ Soi_, \ // `,`•�� \\ �\v`` f" \A, I 4K.e' ,' \\ lcrozar ��,,,/// rG" \ ' "\ / �`` ``� PPROXL,p1ATELOCAn01VOF \ `tlt ; \ ``, ; ,r I ♦, \ D. CLEAN \ ,mom F;Y(S77NC V /TY EASEMENT av/ (TBRJ l %♦ \ Dd, 4594 �d 25 /I / CDNC.!{ALR ��? \\��\ / ♦�l♦v\ f2 �� / \\ /� // FIr MS. T D `\\ \ `` \` ```,\ `,`` \ ` \ \ \ \�`♦� / i �\\ � � METER (TBR) �` \ `` \ � \ \F\�� O\\ •\q !� � •`. 0`�' sO `, `,` `,`\o i A �•A ��\\ 'j' \\ A/E7ER 1`�^J \�� / $19L G`\\ `�� - CO S \ I �s VV - UNDERGROUND f�S'RCP ELEC. (TBR) �E / \ � J Irmo `, ' • \\ EXISTING' TREES (TBRJ\\ @ 4xn EMO NOT 1 S117RYBR/CK �I �� ary C BurtO/Nc 7YENDYs' 0 (7RJ �' faX CURB INLET R l h�0 Y\/ 4KJ! 3,351 S.F. m /�Tg(�Qf 1 �0 P O�ACCE'�ANHOLE I \ l " 55 NO ACCESS' \ ns Qi ? �O�G� R/M=50005 50S/ \\\ mac^ ` R/M=493.95 LAA N F p vv l l /Nv 492.E o / CONC CURB / . o) \\� (Sid DEMO NO7E 4) gip/+; & CUTTER S S C ACOU(S/T/ONg /NC. \ `. ,. \\\\ l 10 \�� I >� I /\k "! '' c 4'� NOYMANHOCE D.B. 1429 PG. 3,�0. \ \\ l CONC. WALK ( 4' PIN.- 06100-00,00-120Q1 ° \\ / \\ �05 CURB�NCET 5 ZONED.• HC (H/CHWAKCOMMERC/AL) \� p) \\\\\ / / \\` � laie �S \ c; RiM=4ssJ4 US . SELF STORAGE �o SPA,. \ \\.( I■a �' I' ♦ o\* / / /' (SEE DEMO NOTE 4J o p° l 1` /EX/SANG TREES (IBR) 4\I CANOPY (TBR�V - '//%%/ PROP S4{Y CUT \ aN Q \ L \ IRON RO po) �� l OQ `� / % / /J A I FOUND at, / 5��0�i '�� ' ACONGI'L/OJ 494.91 --505- X[RS76�/ / �\ ♦ /.\1C�/ �, ,70" � � k// c�3'°91 / A - PERAMNENT XNAMOE 0 OF �-¢9y_ ', I \ \�♦ /� l W 2c•++ l �j 09. 4594 PG. 25 ♦N c-,G / Ili / BLOG 5 H 4 ------------------------ \ --- kk, I /URB {�. v ` I ___ __ / ----- __ ____-'�\ s�� \�,,\\ / .G/N '� ',t,�`' / 5 ♦ ,/.C7ox77,\ 41 , , j LANDS N/F W/LCOHE55 LLC DEMOLITION NOTES: 1. ALTA/NSPS LAND TITLE SURVEY ENTITLED "DISCOUNT TIRE CHARLOTTESVILLE" PROVIDED BY: BOHLER 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 DATE: 01/20/2021 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. 3. WATER/SEWER SERVICES WILL BE REQUIRED TO BE DISCONNECTED PRIOR TO DEMO PERMIT APPROVAL. 4. EXISTING STORM SEWER INVERTS AND PIPIE INFORMATION OBTAINED FROM PREVIOUSLY APPROVED WENDY'S PLAN BY HAMILL AND MCKINNEY ARCHITECTS AND ENGINEERS DATED NOVEMBER 14, 1983. 5. LOCATION OF EXISTING GREASE INTERCEPTOR IS UNKNOWN. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRIC, AND TELECOM SERVICES TO THE STORE. 7. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF PEDESTRIANNEHICULAR TRAFFIC DURING CONSTRUCTION ACTIVITIES. 8. CONTRACTOR TO COORDINATE WITH ALBEMARLE COUNTY ON STREET LIGHT POLE RELOCATION FOR MATERIALS, SPECIFICATION, AND PROCESS. CONTRACTOR TO RESET NORTHEASTERN MOST EXISTING STREET LIGHT POLE IF REQUIRED DUE TO SIDEWALK CONSTRUCTION IN THE VICINITY OF THE EXISTING POLE. 9. OVERHEAD UTILITY LINE IS TO REMAIN. IT IS WITHIN CLOSE PROXIMITY TO THE EXISTING BUILDING. CARE TO BE TAKEN DURING CONSTRUCTION AND DEMOLITION. CONTRACTOR TO COMPLY WITH LOCAL, STATE, AND NATIONAL REGULATIONS FOR WORKING WITHIN CLOSE PROXIMITY TO OVERHEAD UTILITY LINE. DEMOLITION / REMOVAL LEGEND DEMOLITIONIREMOVAL NOTE TYPICAL NOTE TEXT _-------- EASEMENT LINE CONCRETE CURB& — -- — — — ----- GUTTER UTILITY POLE WITH LIGHT POLE LIGHT ■� TRAFFIC LIGHT UTILITY POLE TYPICAL (_) LIGHT 4 T ACORN LIGHT ---�-- TYPICAL SIGN 7^\ X� PARKING L COUNTS SPOT TC5164 OR 5>64 ELEVATIONS SAN SANITARY # LABEL 0TM STORM # LABEL ------_SL------_ SANITARY SEWER LATERAL _-----_VI_-----_ UNDERGROUND WATER LINE _---___E _-----_ UNDERGROUND ELECTRIC LINE _---___0_-----_ UNDERGROUND GAS LINE -------OH _------ OVERHEAD WIRE _------T------_ UNDERGROUND TELEPHONE LINE ------_0_------ UNDERGROUND CABLE LINE ___________________ STORM ___________________ SEWER _------S _-----_ SANITARY SEWER MAIN HYDRANT (`S�I SANITARY MANHOLE (\D I STORM MANHOLE yyM WATER ® METER WV WATER VALVE GAS VALVE ® GAS METER LIMITS —LOD LOD— DISTURBANCE ALBEMARLE COUNTY MANAGED SLOPES 3682 PG 130 �`I` UP iY 'TRANS / l j o- INV A=485. I / _ _ A/1 L�06100-00-00-120D \ P EX $7REET LIMIT G�• P / ZONED HC�H(GHWAY COMMERC/AL) \ O c rwJc � j o /�i // (7HR) ,`; F ��o LEGEND - (�7 �`., �/ ® /� - +t / i / 7 EX ECEC V 6 'l�' \ / -- P_ USE.•FEL\STAT/ON loy' ! �i/�C�O� &�`p.0--•--•---- _ B0X (TBRCJ `` , G \l�' 9 PROP SAWCUT -68, '9` \v4/4 k R/M=494.51� ��°' kh LOWL041` LIMIT OF WORK �� CURB INLET ��J 7C roJJo lstta5� RI,y1-494 pg �^, 2, GP\ LOD LOD LIMIT OF DISTURBANCE - 4,�F, �OP�� \ c rvz.0 X _ T xva� /N� 48B 99 w/ Q V°. \ VQ C \i?.�NS 'PROR_S NOo BOG, 60NC. IYALK AH' VT J0\ l T y ��' EX RIFE Q HrDRANr 20 10 zo \ \---------- ---- - -- -- -- n ■ 3a Z W a8v W W Z F of W � N W z W� -wpm (7ZW WU)>W 8N Z_�(OH� WOOf F g W Q Ix W Z o MIJJ>Z0 W(np �o z U) 2 W Hof 0Q of UU)2a �o J Of< w 7 LU <& Q �Z Of `naQ a� o Q > F o O U zx wg H �& � s �a o� REVISIONS REV DATE COMMENT CxECNE 1 10/29/2021 PER ISP COMMENTS DS RT 2 01/21/2022 PER COUNTY BSI COMMENTS RT Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: DEMO -2 PROJECT: SITE PLAN DOCUMENTS FOR f gE[TO Q ffiaggs PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com LTH OF V NYA R . 1 Lic. No. 0402056625 P0,� 01 /21 /2022 SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-203 REVISION 2 - 01/21/2022 LANDS N/F MPB, INC. AIV 02. 5476 PG. 471 PIN: 06100-00-00-72000 U�f ZONED. HC (HIGHWAY COMMERC/AL) USE' WAREHOUSE 0000"),// \ \ \ \ \ 3 a N < z N w N 3 N z z a 0 U v 8s a v� PROP. SITE LIGHT tia s / LANDS NSF SULL/UAN, INL EDl& ✓OHN A F / O. .9B 109PG. PG. 237 P/N 06100-00-00-12OW0 ZONED.- HC rH/GHWAY COMMERCIAL) USE: COMMERCIAL , o N 3,917480 / 110� i' CLOD ,��",O, 41 ' 6 /PROP GUARDRAIL \ ROP. KEYSTONE RETAINING \ , WALL WITH SAFETY RAILING COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS /3J q 3 \ > ROP TRASH ENCLOSURE APPROX/AIATE LOCATION OF \ (SEE ARCH) SLOPE AMINTEN4NCE EASEMENT D.R. 970 PC. 0275 \ o � tik \ 1 \ 0 LANDS N/F CHARLOTTESVILLE ALBEMARLE \ RENTAL PROPERTIES LLC .1s D B 5040 PG 206 \ �y PIN.' 06100-00-00-120P0 ` �d6o0y 1 �R 30p ZONED / ' US E•HCOMMERCOMMERC/AL) GM \ 4 4) \ 'yh' • a'y, 2.TR V PROP. FDC \ PROP. WALL MOUNTED \ SITE LIGHT (TYP.) \ ROP. KEYSTONE (SEE ARCH) RETAINING WALL \ COLOR: PALOMINO \ \(MAX HEIGHT:01) \ p� TO BE DESIGNED PROP STRIPING FOR -- 9 pp' \ LOADING SPACE R6P. SITE AREA = 1.32 AC (R)1.314 (M) DELIVERIES 1 STORY FRAME �a � g oo DD��C�7bt - CURB INLET \O a R/M=40 WFUT50 \ 7,680t SF o 27 SPACES REQUIRED / \ 32 SPACES PROVIDED �b IN\J INCLUDING 2 ADA c, APPROX/MATE ZOC47701V OF * .v GARAGE U77LOY EASEMENT DOORS 08/4594 PG 25 PROP. ROOF °a ID SIGN 0� / MOUNTED _ P f 20' MECHANICALEQUIPEMENT o v (SEE ARCH) °' •:.'�14 All oy ♦�i \ P�20P. KEYSTONE\ L4NOS N11 RE?AINING WALL ♦� O� WITH RAILING S S C ACQUISITIONS INC. COLOR: PALOMINO o? OB 1429 PG 330 (MAX. HEIGHT: 4.8') PIN.- 06100-00-00-120D7 TO BE BOY OTHERS Opp \ ZONED: HC (HIGHWAY COMMERCIAL) \ USE.' SELF STORAGE oy \ b \ IRON R00 `kC FOUND i PROP. SITE AREA =1.32 AC (R)1.314 (M) i W PROP. BOLLARD v a MOUNTED ADA PARKING SIGN - v \ PROP. STOP SIGN ti0 10'R 3'R \(b ® m lDR 110 ADO oy♦ \\R / N J917125 EX. ID SIGN TO BE REFACED. LANDS N/F / W/LCOHESS LLC, D.B 3682 PG 130 P/N: 06100-00-00-120290 OR W/ ZONED HC (HIGHWA)' COMMERC/AL) USE FUEL STAT/ON UP UP N TRANS M / 7 / / FH 54W CUT CG-12 WOT JOINT USE UT7VIY EASEMENT 0.9. 4594 PG. 14 09 4935 PG 537 R RELOCATED ,bti tEET LIGHT CG-12 �• OXOCATED SANHOLE A`V��GQ�oYoati',o�� 51 WAoo CONC CURB d, cvnER '4RY MANHOLE EE OEMO NOTE 4) S4W CUT N J917,125 / W 20 10 20 1 "= 20' SIGNAGE NOTES: SIGNAGE PACKAGE PROVIDED BY: WALTON 10101 REUNION PLACE SUITE 500 SAN ANTONIO, TX 78216 ENTITLED: DISCOUNT TIRE VAC 12457 DATED: 10/15/2021 PROJECT: CID318719-BDG SITE DATA INITIAL SITE PLAN NUMBER SPD202100054 ADDRESS 1636 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 TMP 06100-00-00-120JO JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT RIO DISTRICT ZONING PROPOSED USE TIRE SALES EXISTING HIGHWAY COMMERCIAL - HC PROPOSED HIGHWAY COMMERCIAL - HC ZONING OVERLAY DISTRICT AIRPORT IMPACT AREA AND ENTRANCE CORRIDOR SITE AREA 1.32 AC BUILDING AREA 7,680 SF BUILDING AREA PERCENTAGE OF SITE AREA 12.96% MAXIMUM BUILDING HEIGHT 65 FEET PROP. BUILDING HEIGHT 26 FEET (1-STORY) 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*120%) = 32 SPACES PARKING PROVIDED 32 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) i= 103.9 FEET SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) NORTH: i 35.6 FEET SOUTH t 53.2 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) BRICK CROSSWALK LEGEND LIGHT DUTY ASPHALT PAVEMENT 8 _ CONCRETE PAVEMENT o e AREA OF WP-2 OVERLAY ----•-- PROPSAWCUT _LOWLOWI- LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE NOTES: 1. SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 3a z 8 W S W W 0) Z F 0 Wd W z m0 of (D zLUWU) >W 8N Z_rn �CO~LUO_ Fg W¢x Lb J>ZU W U)0 �o U)Z)2<<z< amij W zU)2WzFF1-- O<Fh&sQ zQQZOoa m QOf Q d a w af =J > F o O U zx w2 F& � s 68 o� REVISIONS REV DATE COMMENT DRAwx� CxECNeD er 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS ]�DED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPRONOT INTENDED ASA CONSTRUCTION DOCUMESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT: SITE PLAN DOCUMENTS FOR LoP�ENEMU PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com rv: ALTH njZ Lic. No. 0402056625 1� 01/21/2022 SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 REVISION 2 - 01/21/2022 SIDEWALK OFFSITE LANDSCAPING EX. R.O.W. SEMINOLE TRAIL 1 a �\ 5 arZI c Z3 o� �m o y ognOCv ��ktiC , � ov z y �m ILL! }J F w a 0 Of a O IN PROP. ON -SITE LANDSCAPING I PARKING STALL r-A DRIVE AISLE I PARKING STALL GRADE 5%MAX f— EXISTING GRADE SIDEWALK FOR INFORMATIONAL/SCHEMATIC PURPOSES ONLY. THIS SHEET NOT TO BE USED FOR CONSTRUCTION. BUILDING J 0 m r, z a LU W W rn Z W f7 ZjZ(nU z W�Ow� 0 Z LU W j W Fw¢x wz J>Z0U10 252W< zQ OzQaa~O Q J W 0 U) w Z Z d Q J o Q 0_ J F 5 W H REVISIONS =528.85 REV I DATE I COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS = 500.85 4- 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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: DISH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 / o TO STOP A A A A A ` BOHLERI ' L 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 I f OO Phone: (804)893-8200 > VA@BohlerEng.com ABOVE) t O� LTH OF V NYA R �b .p Lic. No. 0402056625 no DlWy 01 /21 /2022 SHEET TITLE: SITE CROSS SECTION l� 'O r—_-- — — — — - - — — — _ _ _ � _ _ _-------------___------------- SHEET NUMBER: --------------_-20 10 — 3 0 2 '1 zo I 1"=20' REVISION 2 - 01/21/2022 LANDS N/F MPH, INC. AIV 02. 5476 PG. 471 PIN: 06100-00-00-72000 U�fLo ZONED. HC (H/GHWAY COMMERC/AL) USE' WAREHOUSE O00,00,O)// \ \ \ \ v 8s. PROP. SITE LIGHT 3 R& / LANDS NS�F / SULL/UAN, W1L EDl& ✓OHN A F D.H / 09PG. PG. 237 P/N' 06100-00-00-12OW0 ZONED.- HC rH/GHWAY COMMERCIAL) USE: COMMERCIAL , o / LOp i2�C00 ti0h \ A. / ROP. KEYSTONE RETAINING \ WALL WITH SAFETY RAILING COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS APPROXIMATE LOC4T/0N OF SCOPE AfA/NTENNNCE EASEMENT a D.R. 970 PG. 0275 \ tik \ 1 \ LANDS N/F CHARLOTTESVILLE ALHEMARLE \ �s RENTAL PROPERT/ES LLC O H 5040 PG 206 \ A PIN.' 06100-00-00-120P0 ` ZONED HC - COIV COMMERC/AL) \ USE: COMMERC/AL 4 ?y tib �\ PROP. WALL MOUNTED SITE LIGHT (TYP.) ROP. KEYSTONE ,. (SEE ARCH) RETAINING WALL \ COLOR: PALOMINO \ \(MAX HEIGHT:01) \ O� TO BE DESIGNED PROP. HYDRANT 100' H SE COVERAGE - -�X B DELIVERIES �� v � g oP DD��C�7bt 7,680t SF 27 SPACES REQUIRED \ 32 SPACES PROVIDED INCLUDING 2 ADA c, APPROX/MATE LOCATION OF / DOORS B/S�4C594 LPG. 25EMENT NT \o yp \\ \ B _. Op,\A RAMP P�20P. KEYSTONE LANDS N/F RE AINING WALL TH RAILING S S C ACQUISITIONS INC. COLOR: PALOMINO \ OH 1429 PG 330 (MAX. HEIGHT:4.8')DESIGNED PIN.- 06100-00-00-120D7 TO BE BY OTHERS 00 ZONED: HC (HIGHWA)l COMMERCIAL) \ti USE. SELF STORAGE OOJ /y .16 A \ \ B / ROD FO FOUND / \ // \00> B �Z C \� 110 Vp L4NOS N/F W/LCOHESS LLC, D.H 3682 PG 130 P/N: 06100-00-00-120290 ZONED HC (HIGHWA)' COMMERC/ALA USE FUEL STAT/ON �O\ J� 2y, SAW CUT :4?a\ Boa CG-12 I/D0T JOINT USE OW/Tr EASEMENT UB. 4594 PG. 14 D6 4935 PG. 537 w� ,6ti tEET LIGHT TED CG-12 J• 0 Q It �O��QO�O�q`05 / / S4W CUT / SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "B" NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE FIRE LANE FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -v. C. FIRE LANE-2112". D. ARROWS VX6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED V FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE NOT TO SCALE 2D 10 20 1"=29 LEGEND PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB OA FIRE LANE SIGN TYPE "A" OB FIRE LANE SIGN TYPE "B" OFIRE LANE SIGN TYPE "C" LEGEND ----•-- PROPSAWCUT _LOWLOWI- LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE 3a z 8 w a8 LU w U) z F a w 9 Wz W� -wpm (7?wwcp>w 8N z_ � H WO (O Of U) Fg w<IX wz >z()w<n0 �o aiof <<<z< aW z U) 2 w z F� how Ozof< of 0 &Q0. < O z U) d < sa a < of =J > F o O U zx wm IL � s �a IS REVISIONSREVISIONS REV DATE COMMENT CNECIIED BY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY • Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER//I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com rv: _ ll njZ Lic. No. 0402056625 01/21/2022 SHEET TITLE: FIRELANE PLAN SHEET NUMBER: C-303 REVISION 2 - 01/21/2022 LANDS N/F MPB, INC. OR 5476 PG. 471 PIN: 06100-00-00-72000 W E ZONED.• HC (h'/CHWAY COMMERC/A0 < USE WAREHOUSE WILOOOO"),// N z N00\N� \ \ 3 a F N z z N W N 3 N z z a 0 U v 8s. a vdl, s a LANDS NSF / SULL/UAN, INEDlIDG. & ✓OHN A F / O. .R B 1095 PG. 237 P/N 06100-00-00-120W0 ZONED. HC rH/GHINA)l COMMERCIAL) USE: COMMERCIAL N 3,917,480 / h/ a W / / / ROP. KEYSTONE RETAINING \ / WALL WITH SAFETY RAILING COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS ROP TRASH ENCLOSURE APPROX/AIATE LOC4T/0N OF \ (SEE ARCH) SCOPE AMIN7fA4NCE EASEMENT D.R. 970 PG. 0275 \ ,� 1 ` r�0 \ LANDS N/F CHARLOTTESVILLE ALBEMARLE \ RENTAL PROPERT/ES LLC OR 5040 PG 206 \ PIN. 06100-00-00-120P0 ` ZONED HC - C01 NAY COMMERC/AL) \ _ USE: COMMERC/AL GM \ &/ 4) \ �( \� ROP. KEYSTONE RETAINING WALL COLOR: PALOMINO \ (MAX HEIGHT: 0.9') \ • Oh B0 BE DE SIGNED R6P. SITE AREA = 1.32 AC (R)1.314 (M) DELIVERIES 1 STORY FRAME 2 g oo \D��C�7bt 7,680t SF 27 SPACES REQUIRED / \ 32 SPACES PROVIDED INCLUDING 2 ADA GARAGE `��' EXSRTITG 1n11E5E E T / DOORS D8/4594 PG 25 o � y \`COJ of PR(f KEYSTONE LANDS N/F RE AINING WALL % WITH RAILING J �� S S C ACQUISITIONS INC. COLOR: PALOMINO �? D.R. 1429 PG 330 (MAX. HEIGHT: 4.8') TO BE DESIGNED �= FIN.- 06100-00-00-120D7 BY OTHERS ZONED: HC (HIGHWAY COMMERCIAL) \ h•'' �` 7 USE. SELF STORAGE \ O \� ti0h 3 �h LOADING SPACE PROP. SITE AREA =1.32 AO / (R)1.314 (M) / W / N J917125 / LANDS / N/F W/LCOHESS LLC, D.B 3682 PG 130 P/N. 06100-00-00-120290 ZONED HC (HIGHWAY COMMERC/AL) USE FUEL STAT/ON FH T JOINT USE Y EASEMENT 4594 PG. 14 4935 PC. 537 CONC CURD d, CUTTER S46V CUT N J917,125 / W / 2D 10 20 1"=29 LEGEND --•--•---- PROPSAWCUT —LOW—LOW— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE J 0 m 0 z E w w w z w 0 z5z(nU Z wI-0w� (D wLu W Z)-I - 5m Fw<x wz >zUw(n0 WD W<QzQ Z(nmwz_Fw �zOf <Q<~O Q J 00 w Z Z d < > aJ of U w REVISIONS REV DATE COMMENT DRAwx� CxECNeD er 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY • Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa\OaQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERP 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com '_:c.ALTH njvZ Lic. No. 0402056625 01/21/2022 SHEET TITLE: TRUCK MOVEMENT PLAN SHEET NUMBER C-304 REVISION 2 - 01/21/2022 I I \ANDS N/F 1 MPB, INC. D.B. \5476 PG. 471 PIN- 06100-00-00-12000 Co.- HC (, !IOHWAY COMMERCIAL) '1 USE- WAREHOUSE 1 ; I ` I \ \ I \ 1 1 1 \ v I \ I \ I ` I ` o \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \1'1 1 1 1 1 1 1 1 \ 1 1 \ I 1 1 1 1 I 1 1 1 I 1 I 1 I 1 1 1 1 l 1 1 1 1 l 1 1 1 1 , 1 , I 1 , 1 , 1 , \ 1 1\ I 1 ` 1 ` 1 1 \ 1 \ 1 1 , 1 , 1 , \ \ I1 1 I1 \ I \ 1 \ 1 \ \ I\ `\ 1 1 \ I I1 \ 1 I 1 1 1 \ \ 1 \ 1 \ 1 \ 1 1 1 1 1 1 1 1 \ \ I \ I \ I ` I 1 , 1 , 1 1 , \ 1 \ I 1 I 1 I I I 1 I 1 I 1 1 1 1 1 1 1 S S C ACOU� D.B. 1429' PIN.- 06100-0 ED.- HC (HIGH/ USE.• SELF vvi in \ IVULINV A COLOR: PALOMINO (MAX. HEIGHT:4y8') \ -\ryy TO BE DESIGNED', \ BY OTHERS 504.00 J BW 502.00 ----- a \ IRON ROD \ FOUNO � son / 1 \I `\ PROP. SITE AREA =1.32 `\ \ (R)1.314 SULL/VAN, W/LLIAM EDWARD & ✓OHN A F D.B. 1095 PG. 237 P/N.- 06100-00-00-1201410 ZONED.- HC rHIGHWAY COMMERCIAL) USE: COMMERCIAL , I i � 5p8'' / `KEYSTONE RETAINING -WITH SAFETY RAILING )R: PALOMINO (MAX. HT: 4') TO BE DESIGNED ,---------__-_ THERE D-------------------------------------------------------------------- S/----------- - 507 506 \` TWIBW 505.00 / i ✓ - %-505� .n4"-------- / -- D` _---- -- -x 5 ------------------ _________________________________ // \ ,------------- LANDS. W/LCOHESSEf[ -P-/liG05100-00-00- _ZONED HC�H(GHWAY Z6 -- USE.• F R,5TATI, ---------- -------------- ---- ---------- -------------- D ` D - D RD14 (M) \ \ ♦ \ \ ---------- ---- \ \ CURB INLET D C ACCESS \ R/M=494.51 ¢96_- DSoo, \R/M=50233 IN11=49550 / XA2)V x-16vJvSn9w a"..-dmn MANHOLE �Spp FT FT OEMO NOTE 4) SAW CUT / y �1"=2V GRADING LEGEND EX/STING NOTE TYPICAL NOTE TEXT PROPOSED NOTE 120 — ------------- 125 ------------ CONTOUR LINE TC5>64 OR 5io4 SPOT ELEVATIONS C516.00 TC 516.00 BC 515.55 $AN SANITARY LABEL SAN # STNID STORM LABEL T # STORM SEWER OSTORM MANHOLE i D` TYPICAL END SECTION HEADWALL OR ENDWALL �OR O YARD INLET O CURB INLET od ® MONITORING WELL BORING ® BENCHMARK TEST PIT ADA CONSTRUCTION NOTES TO CONTRACTOR 1. NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE. 2. NO ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION. 3. NO ADA CURB RAMP IS TO EXCEED 8.33%. 4. THE CONTRACTOR IS RESPONSIBLE DURING THE FORMING OF SIDEWALKS, RAMPS, CROSSWALKS, AND ADA PARKING TO VERIFY THAT ADA COMPLIANCE IS ACHIEVED. PROPOSED ADA AREA TO BE CONSTRUCTED WITH STRIPING ONLY, AS EXISTING GRADES BELIEVED TO BE ADEQUATE. CONTRACTOR TO CHECK EXISTING CONDITIONS. 5. IF DURING THAT CHECK ANY NON-CONFORMANCE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT. LEGEND -----•---- PROPSAWCUT -- LOW LOW— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE (D z EE W W W U) Z W U ZDZ02 Z W H (!) W > Ur womoz W W w 5 W zrc9l=oOfm F W Q 2 W z _j>Z0UJW0 aiD2<<z< z o W z F H of 0z<< 0 z J z0 Z) 111 z z d Q > aJ of U W H REVISIONS REV I DATE I COMMENT CxECNeD er DSH 1 10/29/2021 PER ISP COMMENTS RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS INDICATED OTHERWISE. PROJECT NO.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: GRAD -2 PROJECT SITE PLAN DOCUMENTS FOR DDDDDDD PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERP 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com rv: _ ll nov., Lic. No. 0402056625 6, 01/21/2022 4 SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 REVISION 2 - 01/21/2022 LANDS N/F MP9 INC. D.B. 5476 PG 471 P/N.• 06100-00-00-12000 W E ZONED.- HC (HIGHWAY COMMERCIAL) < USE.• WAREHOUSE < W N z N D m 0 , N S \ \ \ = 0.02 J. PS or T TM A-7 A = 0.24 AC WATER LINE GRATE HYDRANT LANDS N/F S S C ACQUISITIONS INC. D.B. 1429 PG 330 PIN.- 06100-00-00-120D1 ZONED.- HC (H/CHWAY COMMERCIAL) USE. SELF STORAGE LANDS N/F / SULL/VAN, WED ARD & ✓OHN A F D.B.R. 1 / 095 PG. 237 PIN.- 06100-00-00-120WO ZONED.- HC(H/GHWAY COMW-RC/AL) US : COMMERC/AL / N 3,917,480 / i h / a \ � W i / KEYSTONE RETAINING \ / WALL WITH SAFETY RAILING ROOF DRAIN SCHEDULE Pipe Invert Elev. Length (ft) Slope (%) Dia. (in) Material Upper (ft) Lower R RD-1 497.85 497.76 8.53 1.06% 6 PVC RD-2 497.76 497.33 42.20 1.02% 6 PVC RD-3 497.85 497.75 9.69 1.03% 6 PVC RD-4 497.75 497.35 39.13 1.02% 6 PVC RD-5 497.35 497.23 11.28 1.06% 8 PVC i COLOR: PALOMINO (MAX. HEIGHT: r) TO BE DESIGNED BY OTHERS SANITARY SCHEDULE \ \ APPROXIMATE LOCATION OF \ SLOPE A!A/ EASEMENT D.R.P6. 0 670 PG. 275 \ - \ \'> : LANDS N F CHARZ07TES11ILZE ALBEMARLE INLET STRUCTURE STRUCTURE UPPER LOWER PIPE PIPE PERCENT NUMBER (SAN) TYPE INVERT INVERT LENGTH (FEET) SIZE/ TYPE SLOPE BLDG , CO-3 CLEANOUT 497.85 497.25 13.08 4" PVC 4.59% CO-3 - CO-2 CLEANOUT 497.25 492.58 101.05 4" PVC 4.62% CO-2 - CO-1 CLEANOUT 492.58 491.92 14.11 4" PVC 4.68 o CO-1 EX CO CLEANOUT 1 491.92 491.59 1 7.41 4" PVC 4.45% RENTAL PROPERTIES LLC D.B. 5040 PG. 206 \ P/N- 06100-00-00-120PO ` ZONED.• HCLIH/CHWAY COMMERCIAL) o STM A-80 US : COMMERC/AL A=0.18 AC C - 0.90 GM \ C u/.,�� • \ \7 STM A-80 \ . \ \ P. KEYSTONE RE ING WALL COL ' PALOMINO \ (MAX T:0.9') \ TO BE T •. BY OTH IRS \ ROP. SITE AREA = AC (R)1.314 (M) \ \ T RD- \ 0 \ A = 0.09 AC TM B- v A=0.24 AC ` `= CURB INLET RIM=50293 v \ ' / /NP=49550 GRATE INLET TM P A = 0.05 6" WATER \ MAIN o s PP\R( KEYSTONE \ RE?AINING WALL \ WITH RAILING COLOR: PALOMINO (MAX. HEIGHT: 4.8') TO BE DESIGNED BY OTHERS _ RD2_ e JM TM .v APPROX/ TE LOCATION OF /) / A 0.09 AC \ \ \ EX/SjN77L/TY RD-5 B. 4594 PG 25 /0 SION PnA STM , o . is `;.y'• + / / \ s��cp . O ..•/ \\"Y UP SPRI K IRON ROD <� FouNv , PROP. SITE AREA =1.32 AO (R)1.314 (M) i / i N,i917,125 \sT0P4j O STM P A = 0.22 \ STM T LANDS N/F / W/LCOHESS LLC, D.B 3682 PG 130 PIN.- 06100-00-00-120DO ZONED HC (HIGHWAY COMMERC/AL) USE FUEL STAT/ON UP NOf� UP N TRANS M / / X/ DOB CURB INLE � X FH / r r/ / DI-3B - L=6' CURB INLET/ A=0.0 or`RCP S STO / / X-Gi/lIY SLUM A' Q its �/" EIEY.� Y P� // 54NI74RY MAN11OLE P . S NO ACCESS / R/M=500 05 ' ONACCESSANHOLE R/M=49459 INLET RIM=499.34 INV=490 00 5>` (SEE DEMO NOTE 4) PROP S4{Y CUT VDOT JOINT USE UTILITY EASEMENT OB. 4594 PG. 14 D6 4935 PG 537 ��A-10 ` A 11 NO ACCESS PROP SAW CVT '_EX F/RE HYDRANT ��,0 1#1QO�G S `�1• Py X/AL4TE LOCATION OF VENT WNNAOE EASEMENT 594 PG. 25 / �� N 3,917, 725 / 20 10 20 1"=2V UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE �/✓ SANITARY SAN LABEL # STM STORM e LABEL SL SANITARY SEWER cL LATERAL /y UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE C. UNDERGROUND 0 GAS LINE �H OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE G UNDERGROUND 0 CABLE LINE - - - - - - - - - - STORM SEWER S SANITARY S SEWER MAIN HYDRANT O SANITARY O MANHOLE D STORM i O` I I`® MANHOLE ® M WATER METER WV x WATER • VALVE ❑ GAS ❑ VALVE ® GAS METER TYPICAL END SECTION O$ HEADWALL OR llI ENDWALL O YARD O INLET CURB INLET p CLEAN O OUT O ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC EB BOX EP ELECTRIC EP PEDESTAL ® MONITORING WELL TEST YY PIT UTILITY NOTES: 1. PROPOSED BUILDING IS NOT SPRINKLERED. 2. STORM WITHIN PROPOSED EASEMENT TO BE PRIVATELY MAINTAINED. 3. EX. CLEAN OUT LOWER INVERT OF 491.59 IS ASSUMED AND CONTRACTOR WILL NEED TO VERIFY THAT THE INVERT WORKS. IF EXISTING INVERT IS HIGHER THEN CONTRACTOR CAN DECREASE SLOPE UP TO 2.08%. SUBMIT ANY CHANGES OR DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. 4. REQUIRED FIRE FLOW FOR THE BUILDING IS 250 GPM. TEST PIT NOTE: 1. CONTRACTOR TO TEST PIT 2 FEET BELOW PROPOSED UTILITY OR UNTIL EXACT LOCATION OF EXISTING UTILITY IS IDENTIFIED AND SUBMIT ANY DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. LEGEND -----•---- PROPSAWCUT LOW -LOW/- LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE z W <B DJ W � z F Wd Wz W() -wp m (DZWWU)>W 8N Z_�(OH WOOfg F W< 2 W Z o J>ZU W U)0 �o mija) ? 2 < < z < a2 zcn�wzF� how Ozof< of 0 &Qm < O z U) OL Q sa a < =J > F o O U zx 5g H �& � s �a o� REVISIONS REV DATE COMMENT CNECIIED BY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY • Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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: DISH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: GRAD -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER11 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com rv: ALTH n� Lic. No. 0402056625 01/21/2022 SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-501 REVISION 2 - 01/21/2022 c'i'ip•` a 510 500 490 Pam_ I 1 / EX. GRADE / V PROR GRADE / I T' ' PROP 6' DIP WATER MAIN i P W f U OJ U Z W W JO O W X. O X X W O ? X W o�oam d4z4 � o p V z o a o d N a g a 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED WATER PROF/LE SCALE: 1"= 50' HORIZONTAL V=5'VERTICAL 510 500 490 510 500 490 20 10 5 0 20 1 "= 20' STM STM A STM A-00 A-50 \ A-60 STM STM STM / \ -30 PROP. GRAD / \ f � EX. GRADE 4 3 .66' - 17171- 10YRHGL 39.991- 1 RCP 15"RCP 30 O'- 15" RCP 0.56° @ 0.54% 15 RCP @ 0.50% @ .50% � 7 w � ©v () v 0 ro (7 o v m o v 0 (7 c e c � 0 O acz wa Zp ac d�Z vauiZp a�Zp�0- a� o adz c a zz i6:? a¢?? 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED S TN PROFILE (A -30 TO SCALE: 1"= 50' HORIZONTAL 1"= V VERTICAL 510 STORM PROFILE NOTES: 1. CONTRACTOR TO VERIFY MANHOLE SIZE PRIOR TO ORDERING STRUCTURES. 500 TEST PIT NOTE: 1. CONTRACTOR TO TEST PIT 2 FEET BELOW PROPOSED UTILITY OR UNTIL EXACT LOCATION OF EXISTING UTILITY IS IDENTIFIED AND SUBMIT ANY DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. 490 J 0 m U z E W W z W CO W U ZjZ(nU 0 LUWL7>W Ql.gc9t=oE 2 W Zm ,>zUW<np ai022aQZQ 00<a--Fof 0zW<l5 0 Q J W0 U) W Of z aQ > aJ of 5 W H rn REVISIONS REV i DATE I COMMENT l 1 10/29/2021 PER ISP COMMENTS Rom; 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS INDICATED OTHERWISE. PROJECT NO.: V211201 DRAWN BY: DISH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: PUTL-2 PROJECT: SITE PLAN DOCUMENTS FOR PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 01 /21 /2022 SHEET TITLE: UTILITY PROFILES SHEET NUMBER: 2° '° 5 ° 20 C — 5 0 2 1 "= 20' REVISION 2 - 01/21/2022 500 490 T T STM -20 STM -10 PR P. GRADE EX. CRADE 4.03' 10 fRHGL U O Z Om z 000 U c C p U' 00 O d' WOE J2' Ill OWO Q- JQ• U' 'moo a mifaQaQ Q ma UQ� a Q- QUQfAo m ma z ¢ m s� o avz aa am ae av o O T a6vm OT aka O OHO^ a a O a¢ F 10a00 10+50 11+00 500 500 490 490 PROPOSED STMPROF/LE(A->0 TOA 20) SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL STM B-20 STM -10 PROR GRADE 15.90' - 15" RCP EX ORAL @ 0.57% 10 YR HGL o o � F S z N �N 00 o Dwm a z Um0 d o e v �> + m �> Of 0- EE? o Of a- m? 10,00 10,50 500 500 490 490 PROPOSED STNPROF/LE(B--10 TO B 20J SCALE: 1%50' HORIZONTAL 1 "= V VERTICAL STM C-10 PROP .G DE STM C-20 EX GRADE 62.20' -15" RCP @ 4 561 10 YR HGL 0 Noi r c w 'D m z tL Z O 3 , m N a o o r a a p Noi w Une OM z o W -> c �> a¢? a¢3 10,00 10,50 11,00 PROPOSED SW PROFILE (C-10 TO C SCALE: V=50' HORIZONTAL 1 "= V VERTICAL 500 490 50 25 12.5 50 1 "= 50' STORM PROFILE NOTES: 1. CONTRACTOR TO VERIFY MANHOLE SIZE PRIOR TO ORDERING STRUCTURES. TEST PIT NOTE: 1. CONTRACTOR TO TEST PIT 2 FEET BELOW PROPOSED UTILITY OR UNTIL EXACT LOCATION OF EXISTING UTILITY IS IDENTIFIED AND SUBMIT ANY DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. J 0 m r, z EE W W W to z W O ZjZU) z W1--Ow—> Ur Z W w w j W z r (D t=WOof 0 F W Q 2 W Z -j>z0WW0 Q Q Z Q z<o2 W ZFH af �Z t<< 0 Q J Of 0 Z) W Z a Z a- Q > J af U W H U) REVISIONS REV i DATE I COMMENT 1 110129120211 PER ISP COMMENTS I ' 2 I01/21/2022 PER COUNTY 1 VC COMMENTS I RTY • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: PUTL-2 PROJECT: SITE PLAN DOCUMENTS FOR DOcl;�EMMU PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 01 /21 /2022 SHEET TITLE: UTILITY PROFILES SHEET NUMBER: C-503 REVISION 2 - 01/21/2022 10 YEAR STORM COMPUTATIONS From Point To Point Drain. Area (acres) Runoff Coeff. C CA Inlet Time (min) Rainfall Intensity (inlhr) Q InvertElev. Length (ft) Slope (%) Dia. (in) n Capacity Ids) Velocity (fps) Flow Time 01 Qfull VI Vfull Vfull Remarks ree Incr. E Incr. (cfs) Known (ds) F (cfs) Upper (ft) Lower (ft) Incr. (min) E (min) A-80 A-70 0.20 0.90 0.18 0.18 5.00 6.64 1.20 - 1.20 497.00 496.85 30.00 0.50% 15 0.013 4.58 3.10 0.16 5.16 0.26 0.83 3.73 A-70 A-60 0.24 0.90 0.22 0.40 5.16 6.60 1.45 - 2.64 496.65 496.45 37.37 0.54% 15 0.013 4.74 3.92 0.16 5.32 0.56 1.02 3.86 A-60 A-50 - - - 0.40 5.32 6.55 - - 2.62 496.25 496.05 35.58 0.56% 15 0.013 4.86 4.02 0.15 5.47 0.54 1.02 3.96 A-50 A-40 0.05 0.90 0.05 0.45 5.47 6.51 0.33 - 2.94 495.85 495.65 39.99 0.50% 15 0.013 4.58 3.96 0.17 5.64 0.64 1.06 3.73 A-40 A-30 0.05 0.90 0.05 0.50 5.64 6.47 0.32 1.07 4.30 495.45 494.95 88.69 0.56% 15 0.013 4.86 4.46 0.33 5.97 0.88 1.13 3.96 A-20 A-10 - - - - - - - 8.20 8.20 490.80 490.00 74.03 1.08% 24 0.013 23.58 6.77 0.18 5.18 0.35 0.90 7.51 EX. INV OUT 489.35 B-20 B-10 0.22 0.90 0.20 0.20 5.00 6.64 1.33 - 1.33 492.29 492.20 15.90 0.57% 15 0.013 4.87 3.30 0.08 5.08 0.27 0.83 3.97 B-10 EX-3 0.24 0.51 0.12 0.32 5.08 6.62 0.79 - 2.11 492.00 490.00 24.00 8.33% 12 0.013 10.31 10.19 0.04 5.12 0.20 0.78 13.13 C-20 C-10 0.22 0.90 0.20 0.20 5.00 6.64 1.33 - 1.33 491.25 490.90 62.20 0.56% 15 0.013 4.86 3.29 0.32 5.32 0.27 0.83 3.96 10 YEAR HGL COMPUTATIONS Structure No. Outlet WSE Do (in) Oo Lo Sfo (%) Hf JUNCTION LOSS Final H Inlet WSE Top 1 Throat Elev. Inlet Shaping Pre -Cast Structure Junction Loss Reduction Remarks Vo Ho Qi Vi Qi • Vi ViA2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht A-80 497.85 15 1.20 30.00 0.03% 0.01 3.10 0.04 0.04 0.05 0.02 0.03 497.88 500.00 Yes Yes Yes Yes A-70 497.45 15 2.64 37.37 0.17% 0.06 3.92 0.06 1.20 3.10 3.72 0.15 0.05 - - 0.00 0.11 0.15 0.07 0.14 497.59 500.00 Yes Yes A-60 497.05 15 2.62 35.58 0.16% 0.06 4.02 0.06 2.64 3.92 10.36 0.24 0.08 90 0.70 0.17 0.31 - 0.16 0.22 497.27 500.50 Yes Yes Yes A-50 496.65 15 2.94 39.99 0.21% 0.08 3.96 0.06 2.62 4.02 10.53 0.25 0.09 - - 0.00 0.15 - 0.07 0.16 496.81 500.45 Yes Yes Yes A-40 495.95 15 4.30 88.69 0.44% 0.39 4.46 0.08 2.94 3.96 11.63 0.24 0.09 - - 0.00 0.16 - 0.08 0.47 496.42 500.45 Yes Yes Yes A-20 494.09 24 8.20 74.03 0.13% 0.10 6.77 0.18 0.18 - 0.09 0.19 494.28 498.82 Yes Yes Yes B-20 493.20 15 1.33 15.90 0.04% 0.01 3.30 0.04 0.04 0.05 0.03 0.03 493.23 496.90 Yes Yes Yes B-10 490.80 12 2.11 24.00 0.35% 1.20 10.19 0.40 1.33 3.30 4.38 0.17 0.06 - - 0.00 0.46 0.60 0.30 1.50 492.30 494.75 Yes Yes Yes C-20 491.90 15 1.33 62.20 0.04% 0.03 3.29 0.04 0.04 0.05 0.03 0.05 491.95 494.60 Yes Yes Yes 10 YEAR INLET COMPUTATIONS Inlet DA C I Q Qb Qt S Sx n T W SW On Grade Inlets Only Sag Inlets Only Remarks No. Type Length (ft) Drain Area (acres) Runoff Coeff- icient Inten airy (inlhr) Incr. Flow (ds) Carry -over Flow (cfs) Accum. Flow (cfs) Gutter Slope (%) Pvmt Cross Slope I%) Spread On Grade (ft) Gutter Width (ft) W 1 T Gutter Cross Slope (%) Sw I Sx Eo (App. 9C-8) a (in) S'w =a/ (12W) (%) Se=Sx +S'w (Eo) (%) Lt,Comp. Length (9C-17) (ft) L,Spec -ified Length (it) L 1 Lt E Qi Qb Down Qi d h (ft) d 1 h Ts revs/20 Eff. (9C-18) Int'x Flow (cfs) Byp. Flow Ids) Stream Int'x Flow (ds) Depth (ft) Spread In Sag (ft) Str. B-20 Curb DI-3B 6.00 0.22 0.90 6.64 1.31 0.00 1.31 5.00 0.02 0.00 0.00 8.33 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.31 1.31 0.21 0.21 0.46 0.46 0.46 0.46 4.17 4.17 In Sag In Sag C-20 Curb DI-3B 6.00 0.22 0.90 6.64 1.31 0.00 1.31 5.00 0.02 0.00 0.00 8.33 1.00 10 YEAR HEADWATER COMPUTATIONS Structure DA Drainage Area (ac) C Runoff Coefficient I Intensity (inlhr) Q 10 Yr Flow (cfs) Head Water (ft) Rim / Invert Elevation (ft) 10 Yr WSE (ft) Remarks No. Type A-80 Grate DMA 0.20 0.90 6.64 1.20 0.11 Rim 500.00 500.11 A-70 Grate DI-1A 0.24 0.90 6.64 1.43 0.11 Rim 500.00 500.11 A-50 Grate DMA 0.05 0.90 6.64 0.30 0.06 Rim 500.45 500.51 A-40 Grate DMA 0.05 0.90 6.64 0.30 0.05 Rim 500.45 500.50 B-10 Grate DMA 0.24 0.51 6.64 0.81 0.14 Rim 494.75 494.89 50% Clogged Ld r, z a w W W N z w O ZDZ02 Z W H (D W > oz W W 020w j W zr(91=oOfm Fw¢x wZ J>Z0UJW0 QD2<<z< zc42Wzp:- 0zQQa~O Q J D U) W Z z aQ J o Q Of J F U W F- REVISIONS REV i DATE I COMMENT 1 110129120211 PER ISP COMMENTS I ' 2 I01/21/2022 PER COUNTY 1 VC COMMENTS I RTY I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS -2 PROJECT: SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 01 /21 /2022 SHEET TITLE: UTILITY COMPUTATIONS SHEET NUMBER: C-504 REVISION 2 - 01/21/2022 3 IN \\ II NI \ \\`IZANDS N/F \ MPB, INC.D. B. 5476 PG 471 PIN.- 06100-00-00-12000 W E `,ZONED. HC 01011WAY COMMERC/ALA < USE- WAREHOUSE % N D G `/ = m I ', I\ • P az9 i \ v 1 \ 'I alb IV \ 1 / / I s�� LANDS NS�F - SULL/VAN, W/LLIAM EDWARD & ✓08N A F D. B. 1095 PG. 237I PIN.- 06700-00-00-120WO ell \ ZONED.- /IC (/IGHWAY COMMERCIAL) US . COMMERCIAL 9 ` , ARR x x x • x x.� \ ' j x x x OPel ' 962 _ x x 5U0 i x --- _ APPROX/MATEE4C4,WN OF -------------------- SCOPE #A1WtA(4NCE EASEMENT h O9 670-'PG 0275 / \------------ ------------------- - — __507 IN \ ' 500 1 / / %7 , IN - 504 \ - -- - ---------- LANDS boa' - ccIN zl CHARLOTTESVILLE ALBEMARLE RED ---------------------- INo BL 5 40PPGTIE 26LC ` l / _ P/N 06100-00-00-120P0 ZONED. ERG/ / HC H/GHWAY COMM AL U OA2MERL' q� GM \ \ \ 'I 11 \'1 \ ,\\` K x x _---•' /� /% ; ; %,Q(�' 'JO �VLI `--`,` IN- N IN IN 01 IN IN'IN IN --- \ \ `Yi `\ I i /i'! / 1 / / l i j / i ICC \ o ` ` \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 \ 1 1 I 11 1 1 1 \ 1 \ I \ 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 I 1 1 1 1 l 1 1 1 1 I 1 1 1 1 I 1 I 1 1 1 I I 1 ' 1 ' \ 1 1 1 1 I , 1 1 1 1 1 1 1 `I 1 1 ' 1 1 I 1 1 \ 1 I1 I\ 1 I \ I \ \ 1 I \ I\ I1 I \ I 1 1 I1 \ 1 I \ 1 \ I 1 I 1 1 1 1 I 1 1 \ \ 1 \ I I \ I I I \\ \ \\I II I 1 1 1 I n � L 3a UJ W `R W W Z W U) of d W��oLU w W(9ZWWVX;LU 8N Z_>-(OHnof� F g W< 2 W Z J>ZU W V)0 33o <a<ZQ aW Z (n m W Z F H how z 0 IX < o < =J J ro O zm UJ � s �a o� REVISIONS REV DATE COMMENT CHECNED BY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY • 1 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. II I ♦ ` ' \ N APPROVED F R M M `♦ `♦ \ ` III ``- h / D Po ' - -- --- ` _I I D 75 \\ ` _- _ \ \ \ NOTES CONSTRUCTION \ ♦ ' �' I ' I I ' r C/D' \ IN, ` \ THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION `` .' I j , ♦\` `� FOLLOWS: DOCUMENT UNLESS INDICATED OTHERWISE. I 1 \ \` ` ♦ �\/l`♦` Iit � I I I r .ff y9� ♦ - \ \ pQ A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON PROJECT No.: V211201 l :\ S \ ' / FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE DRAWN BY: DSH bbb ' �`♦\ -_ \ // THEREOF. CHECKED BY: RTY \ , `s,\ ', - ,• Sry PPROX/MAATE COCAT/ON OF // DATE: 10/29/202 \ � o \♦ � \ `�` �� I � .v I�Y \ FA'ST/NC (/�L/IY EASEMENT / B.METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED CAD I.D.: LSCP -22 LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA o � � SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE l ry \ PROJECT: 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 `\ \ `�\may ♦ d. \ \` \` ' '.i I \ / FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, `\ �`� \\ \``�\�`� `,; ♦ `\ �(i`.d,\ \\ ` ``�`�`� \ \� `:\ SOO / CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. SITE PLAN , 1 , \ 66 `♦ � / / 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 DOCUMENTS OTHER GROUND COVER OR MULCH MATERIAL. C.MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND SCREENING SHALL BE FOR `.\ 'I i _ /\ pp `♦ IGS MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND I 1 ♦\ ♦ ', r\ / > / \ ' / REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. I HT. CONT. 10 YR CANOPY (SF) TOTAL CANOPY (SF) SHADE TREES PLO 1 PIATANUS OCCIDENTALIS AMERICAN SYCAMORE 2-21YCCAL.18-10 BIB 479 479 OP 12 OUERCUS PALUSTRIS PIN OAK 2-210 CAL.18-10 BIB 471 5,652 SUBTOTAL 13 SUBTOTAL 61131 ORNAMENTALTREES LI 9 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 2-217CCAL.18-10 BIB 77 693 SUBTOTAL. 9 SUBTOTAL 693 EVERGREEN TREES CDD 4 CRYPTOMERIAJAPONICA JAPANESE CEDAR 8-1PHT. BIB 130 520 IO 5 ILEX OPACA AMERICAN HOLLY 8-10' HT. BIB 56 280 PT 1 PINUS TAEDA LOBLOLLY PINE 81011T. BIB 250 250 SUBTOTAL 10 SUBTOTAL: 1050 DECIDUOUSSHRUBS CA 21 CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 18-24" HT. & SPREAD a3CAN NOT APPLICABLE DIG 16 DEUTZIAGRACILIS SLENDER DEUTZIA 18-24' HT. & SPREAD MCAN NOTAPPLICABLE IV 47 ITEAVIRGINICA'HENRY'S GARNET GARNET SWEETSPIRE 18-24' HT. & SPREAD #3 CAN NOT APPLICABLE RAGL 70 RHUS AROMATICA'GRO{OW GR(kOW SUMAC 18-24" HT. & SPREAD a3CAN NOT APPLICABLE VD 16 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24' HT. & SPREAD MCAN NOT APPLICABLE SUBTOTAL 170 EVERGREEN SHRUBS ICBUR 11 ILEX CORNUTA'BURFORDII' BURFORD HOLLY 18-24' HT. & SPREAD MCAN NOTAPPLICABLE ICC 27 ILEX CRENATA'COMPACTA' CV111M I JAPANESE HOLLY 18-24'HT.&SPREAD a3 CAN NOT APPLICABLE IG$ 18 ILEXGIABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 18-24' HT. & SPREAD MCAN NOTAPPLICABLE JCH 15 JUNIPERUS CHINENSITHETZII' HETZ JUNIPER 18-24' HT. & SPREAD MCAN NOTAPPLICABLE HIM 29 RHODODENDRON MAXIMUM'ROSEBAY' ROSEBAY RHODODENDRON 18-24'HT. &SPREAD #3 CAN NOTAPPLICABLE SUBTOTAL 100 PERENNIALS LSBS 625 LIRIOPE SPICATA CREEPINGLIRIOPE 1OT NOTAPPLICABLE SUBTOTAL 625 ORNAMENTAL GRASSES PVHM 130 PANICUMVIRGATUM'HEAVY METAL' HEAVY METAL SWITCH GRASS 1GAL NOT APPLICABLE SUBTOTAL 130 LANDSCAPE TRELLIS PLANTING KEY QTY. BOTANICAL NAME COMMONNAME CAL. HT. CONT. PO 4 PARTHENOCISSUS OUINOUEFOLIA VIRGINIACREEPER 1GALLON MIN �`♦ b \q` `\`\`\� 1 \..X :.d ✓ U s! ® =49ri •=! L/ / ��a�J �� 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 `� l_ lPO o� 4 `�`\ �-.��• 1 / �s i APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL \ i "Y?/OSC/J� s ` b` \\``�'•` '1 ' ��`.. ,:r.'_. `, \! ®� ! ' I O / o MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY \ 1 / nn� +� 1 �_�..'�'. • / \ fi , / o ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF LAN29,5' N/F '1 C9A `�s V b �: ' / S C i \ THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PROPOSED S C AC00'51T/ONg. INC. \�j % / I n i fj PREPARED BY THE COUNTY ATTORNEY. A � � 1 _ `¢96•,�". /1, ""-/ / � LOCATION D.B. 1429 \PG. 93LA \7(9 �� \ �` , \ / ' 0� I h \ � E.MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE 06100-OP�00-120Q7 \OAF q�� \ `a \� `, `.� B� �49 i0 % ' i PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH 1636 SEMINOLE TRAIL HC (HIGHWAY COMMEI�GYAL) \F,y % p� ` �` / % X-J \ S THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. ALBERMARLE COUNTY Y USE.• SELF STORAGE tiCHARLOTTESVILLE, VIRGINIA 22901 FALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE \ `\`` � / „ ." HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY ® OP I •,( TO SUPPORT THE OVERALL HEALTH OF THE PLANT. `\, \ ' / •_ y `\ 116°` \\\ 4✓ / ; _ B 0 H L E R // 1\ --505— \ . . . III _ c �I IN ;� \ I \` APPROX/MATE COCAT/0N OF PERMANENT ,XWNAGE EASEMENT $n 9 2150 ASHLAND RD. SUITE 200 ROP.0 2 06 4594 PG 25 RICHMOND, VIRGINIA23146 `.,___50b Phone: (804) 893-8200 ti ------------ >/q(` 0 - - S0i'a` VA ohlerEn com %7 V fir, j --------------------------------------- _ —� -- x r / /-------------------------------------- \ \ --- s 5 ®,; ` p J C9 ------- - ------ \ \ i 5� �♦ O w`OP 9S oo^ 5� Q� X9j NICHOLAS T GEO GAS _ Cert. No. 001653 / _ R ------------------ ----- - - 7/2 / I �p 8/2 02 -''6 i - 16 W/LCOHESS �L`E 1 i 75 \ /. h•- SHEET TITLE: —0610o-ba-oo-12oQo' `♦ H OP. C 2 �P ' ____ZONED HC�H(GHWAv-0MMERC'/,9L) \J/15 / o,' �F �° LEGEND USE. F1 STAT/dN, ---- aH' � ' c �� 9�1 LANDSCAPE .' ON "- ♦IzwIN- DH o� OA - _ 0.0' v (11 ,y - ->,� C u \ \ l\G 01,,W/i LOW —LOW— LIMIT OF WORK PLAN 1 _/ LOD LOD LIMIT OF DISTURBANCE / P�\'GCL\Q IN 5� \i \�` x x x x x x x x x SHEET NUMBER: \ `` �\ a \1 x x x x x x x x x x CREEPING LIRIOPE '/ \'fl , P` J0 0 1 `�,P ((� \ x x x x x X x x x x x PLANTING AREA C 7 0 1 / N ' F/RE ��p Q \C`' '`4 \ x x x x x x x x 'l / / \ .\` NT QP`ly Q„Q�G(�C\ \\ zo 10 zo 0 0 o Q Q o o _ \ /!` ` ,�p�\ P pip 0 0 d HEAVY METAL SWITCHGRASS \ / �` PLANTING AREA REVISION 2 - 01/21/2022 3 D04[sOMa4 Gomm �Tml� 40 20 10 0 40 1 "= 40' LEGEND 0 mamm NOTES INTERIOR PARKING LOT LANDSCAPE AREA ll ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS FOLLOWS: x\ INTERIOR PARKING LOT TREE U 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. MAINTAI N I NG TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY 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. FALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE (A) SEMINOLE TRAIL U.S RTE 29 - SOUTHEAST PROPERTY LINE SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF 153 LF STREET FRONTAGE STREET FRONTAGE, OR REQUIRED PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR LARGE TREES REQUIRED: (1/50) X 153 = 3 LARGE TREES MORE. WHERE PERMITTED, SHRUBS REQUIRED: (1/5) 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 LARGE CANOPY TREES: 3 CANOPY TREES 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: 29,869 SF CIRCULATION AREA SHALL BE PARKING SPACES: 32 LANDSCAPED WITH TREES OR REQUIRED 32.7.9.6 SHRUBS. PARKING LOT LANDSCAPE AREA: 5%X 29,948 SF = 1,497 SF LANDSCAPING CANOPY TREES: (1/10) X 32 SPACES = 4 CANOPY TREES COMPLIES WITHIN A PLANT MATERIALS MAY BE A PARKING AREA MIXTURE OF SHADE TEES AND PROVIDED SHRUBS AND SHALL INCLUDE ONE (1) LARGE SHADE TREE PARKING LOT LANDSCAPE AREA: 2,437 SF (8.14%) PER TEN (10) PARKING CANOPY TREES: 9 CANOPY TREES SPACES. "W 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 SCREENING DETERMINES TO BE RELEVANT UNDER SOUND ZONING TREES REQUIRED: 0 X 150 LF SPACES = 0 TREES COMPLIES PRINCIPLES. SHRUBS REQUIRED: (1/5) 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 366 LF PROPERTY LINE FRONTAGE REQUIRED TREES REQUIRED: 0 X 366 LF SPACES = 0 TREES SHRUBS REQUIRED: (1/5) X 2 X 366 = 147 SHRUBS PROVIDED TREES PROVIDED: 14 TREE SHRUBS PROVIDED: 147 SHRUBS 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 TREE CANOPY USES, THE MINIMUM TREE CANOPY AREA REQUIRED: 10% X 57,240 SF = 5,724 SF COMPLIES CANOPY IS TEN (10) PERCENT. PROVIDED CANOPY AREA PROVIDED: 7,874 SF TOTAL (13.8%) EXISTING CANOPY AREA: 0 SF PROPOSED CANOPY AREA: 7,874 SF LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. I HT. CONT. 10 YR CANOPY (SF) TOTAL CANOPY (SF) SHADETREES PLO 1 PIATANUSOCCIDENTALIS AMERICAN SYCAMORE 2-21JTCALIB-10' BIB 479 479 OP 12 QUERCUSPALUSTRIS PIN OAK 2-211TCAL18-19 B+B 471 5,652 SUBTOTAL: 13 SUBTOTAL 6,131 ORNAMENTALTREES U 9 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 2-2112'CAL.18-10' BIB T7 693 SUBTOTAL: 9 SUBTOTAL. 693 EVERGREEN TREES COD 4 CRYPTOMERIAJAPONICA JAPANESE CEDAR 8-10 HE B+B 130 5A 10 5 IIEXOPACA AMERICAN HOLLY 8-10 HT. B+B 56 280 PT 1 PINKS TAEDA LOBLOLLY PINE B-10 HT. B+B 250 250 SUBTOTAL: 10 SUBTOTAL 1050 DECIDUOUS SHRUBS CA 21 CIETHRAALNIFOLIA SUMMERSWEET CLETHRA 1824'HT.&SPREAD g3CAN NOT APPLICABLE DG 16 DEUTZIA GRACILIS SLENDER DEUTZIA 18-24'HT.&SPREAD g3CAN NOT APPLICABLE N 47 ITEANRGINICA'HENRYS GARNET GARNETSWEETSPIRE 18-24'HT. & SPREAD DCAN NOTAPPLICABLE RAGL 70 RHUSAROMATICA'GRQLOW GROLOWSUMAC 18-24'HT.&SPREAD #3 CAN NOTAPPLICABLE VD 16 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24'HT. & SPREAD g3CAN NOT APPLICABLE SUBTOTAL: 170 EVERGREEN SHRUBS ICBUR 11 ILEX CORNUTABURFORDII' BURFORD HOLLY 1&24'HT.&SPREAD A3 CAN NOT APPLICABLE ICC 27 ILEXCRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24'HT. & SPREAD #3 CAN NOT APPLICABLE IGS 18 ILEXGIABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 18-24'HT.&SPREAD d3 CAN NOTAPPLICABLE JCH 15 JUNIPERS CHINENSIS'HETZII' HER JUNIPER 1824'HT.&SPREAD g3CAN NOTAPPLICABLE RM 29 RHODODENDRON MAXIMUM'ROSEBAY ROSEBAY RHODODENDRON 1&24'HT.&SPREAD g3CAN NOT APPLICABLE SUBTOTAL: 100 PERENNIALS LSBS 625 URIOPE SPICATA CREEPINGURIOPE 1OT NOT APPLICABLE SUBTOTAL: 625 ORNAMENTAL GRASSES PVHM 130 PANICUMVIRGATUM'HEAVY METAL HEAVY METAL SWITCH GRASS 1GAL NOT APPLICABLE SUBTOTAL: 130 LANDSCAPE TRELLIS PLANTING KEY CITY. BOTANICAL NAME COMMONNAME CAL. HT. CONT. Pa 4 PARTHENOCISSUS QWNQUEFOLIA VIRGINIA CREEPER iGALLON MIN m W J 2 O m z Z a W W UJ U)Z W U Zjz(UU Z W H UJ (9U W 0 of Ur Z W W U) j W zr(Dt=oo'U) F W Q 2 W z >zUW<40 U)Z)2QQzQ z U)2 W zH~ of 0zof < 0 Q J 0 0 Z) W Z z o Q > o J of U W I-_ REVISIONS REV I DATE I COMMENT 1 110129120211 PER ISP COMMENTS ' 2 101121120221PER COUNTY COMMENTS 11 RTY • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT: SITE PLAN DOCUMENTS FOR �iscouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@,BohlerEng.com Tff r NICHOLAS T GEOR( r Cert. No. 001653 r� 8/27/2021 A SHEET TITLE: LANDSCAPE COMPLIANCE SHEET NUMBER: C-702 REVISION 2 - 01/21/2022 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL FRIABLE LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5% A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH 6" THICK LAYER OF TOPSOIL OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1W, WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6' ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SO( INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"t). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4' IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIATOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER W CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A W LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 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 RGCF nP POOT BALL 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 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER o o SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL ao SET ROOT BALL FLUSH TO GRADE (� OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED _ AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE B-12" ... REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL INCORPORATE 2" OF PEAT INTO V OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 1910IR :Ige1 MINIMUM 6" D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOT TO SCALE FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 9I0111.9:1 =1axe] :711.17 PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. TYPICAL PERENNIAL AND GROUND COVER PLANTING NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2 DIA) 12 GAUGE GALVANIZED WIRE GUYS TWISTED T DIA. HARDWOOD STAKES 2/3 TREE HT: 2 PER TREE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL �12'� TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4' BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4' OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP V OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND SUBSOIL AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIALIGROUND COVER PLANTING DETAIL NOT TO SCALE J 0 m z Z D' W W LU Tn Z W 0 z5zU) Z LU H U W5; Ur ZW WUJ jW zr(.9oo'U) F W Q 2 W Z (n � of Z U W O U)Z)m Q10ZQ Z OF) W ZFF 0zof< 0 H 0 Q U o_ QOf J O D� W Z Z D- Q a Q of J F U W H U) REVISIONS REV I DATE COMMENT cxECNeD er 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY • Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA013ohlerEng.com ram. NICHOLAS T GEOR( r Cert. No. 001653 'gyp 8/27/2021 00 'wI.'9 PE ARG� SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-703 REVISION 2 - 01/21/2022 +0.0 +0.0 .o +0.0 +9.0 ++6.1 01 +D.1 +0.1 +D.1 +0.1 +02 ++0.1 +0.2 +0.4 +D.3 +0.1 +02 +0.3 +OA +0.3 02 CALCULATION SUMMARY CALCULATION ZONE AVERAGE MAXIMUM MINIMUM MAX/MIN PARKING LOT 1.3 9.5 0 NA PROPERTY LINE ADJACENT COMMERCIAL TENANTS 0.1 2 0.7 0 NA PROPERTY LINE ADJACENT TO STREET 0 1 0.1 0 NA SITE 1 1 9.5 0 NA ALL LEVELS ARE IN FOOTCANDLES, ALL LUMINAIRES CALCULATED USING 1.0 LIGHT LOSS FACTOR +CIA +0.6 +D.e +1.1 +1 A + . 1.1 +0.8 + 02 Q 1 HS 3 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL 04 +' 0.8 + 0.9 + 1.1 + 1.5 + 1.8 + 2.6 +' 28 +' 12 + LUMENS SHALL BE A FULL CUTOFF AND SHALL 0-7 PROPERTY LINE BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS .6 AND AWAY FROM ADJACENT ROADS. THE +°A +°'6 +°'9 +1.1 +1 +,. +1.9 +22 +26 +2A +1.2 +' 0.4 SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL • OR RURAL AREAS ZONING DISTRICTS SHALL NOT +°'1 +°'4 +°'e +1'1 1 1s +'e +z° +2'1 +2'1 +1'e +1'6 +°'7 3 EXCEED ONE HALF FOOTCANDLE. Os MAX HEIGHT OF POLE MOUNTED FIXTURES, WITH BASE, SHALL NOT EXCEED 20' +°'0 +9'1 +02 +1'1 +1.6 +1'7 +1'6 +1'4 + b +13 +1'7 +1A + +° +°'6 0.1 Q +O.o +0.0 +O.t +02 + b +1. +1.8 +7.3 +0.8 +0.8 +7.0 + A +0.9 +as + 7 .7 +0.5 +0.1 0.1 4" +D.O +0.1 +°.2 +DA +2., +2A +2.2 +,-0 +1.2 +0.6 +DA +°.4 +.6 +0.6 +0.6 +0.8 +1.2 +. +.,► NOTES: 0 07 } 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 +° 0.0 o.t t t 0.2 t 01 t 2. t t 2.s t 2.o t t.s o.e t t o.s t 0.z t o s + o.s t o.7 + t o 1.6 2.a t.s o.s .t t t + } t OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM +0.0 3 QHS 0.0 } ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL 0.1 0.2 0.5 3.0 z.1 z.0 1.5 0.8 Da D.3 Ds 1.0 1.5 1 e zA a.8 3.0 1.7 0.4 0.1 01 NOT EXCEED ONE-HALF FOOTCANDLE. +01 01 +0+0.1 +0 +1A +1.8 +1.6 +1.3 +0.8 +0.5 +0.5 fp.9 +1.6 +2.5 +3.3 +3.3 .1 +3.6 +1.3 +0.2 �0.1 +0.0 +01 +0.1 +12 +1.2 12 +1.0 +0.7 +0.6 +0.9 +1.7 +2.6 +4.2 +3.8 +3.6 D + a +1.5 +O.a +0.2 0.0 +0.1 +0.0 01 .8 0.8 OB 07 09 15 23 41 4.5 49 .4 10 05 0. 01 +0.1 +0.1 +0.5 +0. +0.7 +1.2 +2.o +3.9 +4.3 +4 0.6 + .6 +0.5 +0.1 3 +0.1 +0.3 + .4 a.7 +1.3 +22 +5.1 + OF 0.8 +1.1 +0. +0 0 +a.z + . +0.2 +0.2 0.3 OS +0.9 +11 2.6 +2 a 1.9+1.8 +1.1 + +0.0 +02 DD�QOL�7a4 +al +0.3 + +0.8 +1.3 +1.9 2.3 +2.5 n TORE 3.5 +30 +0.9 + +0.2 Y O E 3 0 +o.° +0.2 +D.4 0.6 +1.0 +7.6 +2A 2.7 D� 2.6 +1.+.5 +0.0 +0.3 +0.5 0.8 _ 1 A +2.0 +2.7 +2.7 +2.8 +1.4 +0.8 +0.3 +0.1 +0.3 +0.1 +D.6 1.0 +11.4 +2.2 +2.8 +2.8 .0 +0.5 +0.3 +0.2 +OA • +0.1 +0. +1.1 +1. .6 +21 +2.7 +2.5 +2.6 +0.1 +0.1 +0.2 +0.2 +0.2 + +0.1 +0.4 0.1 +0. +1.1 +1.5 + +2.4 +2.1 O +0.1 / .1 + +0 +OA +0.3 + +0.4 +0.1 Q +0.5 + . +1 l +1.3 +1.6 +1.fr +1.3 • .2 20.1 .1 +0.3 0.5 +0.6 +0.6 +0.5 0.3 + 0.1 +OA a O +0.0 Q 2 /✓// 04 OB 10 1.1 0. CE2 0 07 1CV 11 oar o4 oar 90 040.0 }°'+0.3 + +0.6 +o.s +0.6 +0. +0.1 +0. 1 0.3 + +1.2 +1.7 +"1.6 1.3 +. +0.1 +0.0 .0 +0.2 ty +0.3 +0.4 +0.3 +0.2 + . +0., +0. +0.8 +1.3 +1.8 +2.0 +1.8 4.1.4 1. +0.1 +oo +0. .0 +0.2 �® .0 (V +° 0.2 +0.2 +0.1 +0.2 + . + .7 +1. �@� +1.a +ILI + +2.8 +2 +0.4 +0.1 +OA G .0 +0.1 A +0.1 +0.1 +0.2 +0.4 +0.7 +1.3 +1.7 +2.a 3.2 +1.0 +0.3 +0.1 , es$VA- +0.1 QHS 0 0.1 0.2 94 97 1.1 15 17 1.2 OS 02 11 .0 +0.1 Jv0 m +0.1 +0.1 +0.4 + .5 + .6 +1 A +1.4 +0.7 +0.4 +0.3 + .1 ^� ^O +0.2 OA +0.6 +0.7 +0.1 +0.2 +0.1 +al +0.1 .1 +0.1 +0.3 +0.3 0.1 +0.1 +0.1 +0.1 +0.1 .0 +o.l +0., -t .D + .0 +0.0 +0.0 ®� +OA +0.0 +o.o +0.0 +0.0 .0 O SITE PHOTOMETRIC PLAN +DA A +0.000 +0.0 +0.0 SCALE: 1 :20 + .0 NO. REVISION DATE 1 -;`1' ARCHITECTURAL RESOURCE TEAM A,��O 0 O�. ,�� 7`O �, J STAMP CONSULTANT DMIlectIc M ENGINEERING Dialectic, Inc. T 816-997-9601 310 W 20th Street, Suite 200 F 816-997-9602 Kansas City, MO 64108 DialecticEng.com Virginia Certificate of Authorization Number 407-00380E Copyright 2021 1 CITY COMMENTS 08/24/2021 2 SITE UPDATE 10/20/2021 3 CITY COMMENTS 01/17/2022 ISC(ION110 TIRE LED LED Area Lumin, IftKAD Specifications _ EPA: 12 fit' m 11-1 ixmye,: 17-1/2- 4 s.m1 T vvwtf. 17-t2' H a s,m1 HWyak al-J Val Wei*361a i I L (max nn.,y pr KAD LED 40C 100040K R4 209 HS Ill"" QHS ,li Capable Luminaire This item is an A+ capable laminates, which has been designed and tested to provide consistent color appearance and system-leve interoperabilay. • All configurations of this luminaire meet the Acuity Branch• specification for chromatic consistency • This luminaire is A,• Certified when ordered with DTL° controls marked by a ilifdedbedpLeund. 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Luminaire Type: E Catalog Number EVOG-30/07-PR-MW C-LDD-120-GZI r 11111l Feature Setlir ' Bounding Ft optical design • 2.5 SDCM; 85 CRI typical, 90+ CRT oNkxgl Unitized eplics mechanically attach the light F,ecret are wet bcallrfn, cowered ceiling 250-8.0001imela engine to the bw.9 relledor for complete will Available Win 10%dimmirg. l%drmwirg, or Cal alignment dim to dark 45' cinoll to source and source image BaNring eairiNvion with feathaeL edges Fully sewlceztle and upg•adeable lensed LED provides even it luminatim m honalntil and IgH engine MAleal sudarffi 70%I amen maintenance of 60,000 hours ENERGY STAR* certified prmbret ax Distribution ,� grew � ons ♦ mmme seen+W 0.554k 072NN /+. 096W A IaFYN 113YN IO.Ne- 1/SDDYIImn, Superior Performance N9mklal Lumen no 500 7W 11300 1500 2000 testa 8m "0 4500 Sm0 6000 8® 11.m0 l2 15AM 17,500 ul,ma 197 539 775 991 3471 m 33Y 3017 $92 4m7 oil WAS UPI 6N7 1N37 12332 15776 17MI l�rm Avila, 34 62 42 9.6 it; 193 241 29.5 334 390 Ill 46.1 51.6 1e.9 9.1 It50 150.9 Ina Fme, 974 B31 N6 103E Not IBIS IO2.7 IN.] INS 1033 95B m73 1106 11&1 IWS INS 101.E 101.5 xi Coordinated Apertures I Multiple Layers A Light General lllwoulloal Layer I EYD DHeh (enter seam Lam l lwto FIND +Lodi Kenn Core I * T0' 4 ,I IN a-- ♦ I - VISA,, On-Irrr sari Dom Mleea Winn eery aria raome,.I- Wallve,M1 IfaA„eW Healthcare efNR1e aMal NpraIRW Sun, Special 4 ° O Applications Diri rmsmn, un"IfTel o.m.l 51aw, 5w.tam 1.i '.1. fA1NWYMIfHIECNMLMMCWM I I40DIeIMRNICanp4.D113M121'80e105SEWi7311I I BmAftq%llm i '- OlOII alfO kmWBlmD lldnnt a4.w1 RilMs gesemtl. Its Old 0 SP6irxa1v1s sulWtl wabnN Wlmrm¢ EXTERIOR LIGHT FIXTURE SCHEDULE FIXT. TAG DESCRIPTION MANUFACT. CATALOG NUMBER LAMP BALLAST VOLTAGE WATTS MOUNTING LUMEN OUTPUT NOTES SURFACE LED WALL PACK - FORWARD DSXW 1 LED 10C 1000 30K TFTM 39W LED DF LITHONIA INCLUDED 120 39 MOUNTED 3,673 THROW 120 DDBXD 3000K ON WALL SURFACE LED WALL PACK - WIDE DSXW1 LED 10C 1000 30K T2M 120 39W LED DW LITHONIA INCLUDED 120 39 MOUNTED 3,512 DISTRIBUTION DDBXD 3000K ON WALL 14.7W LED E2 LED DOWNLIGHT GOTHAM EV06-30/07-PR-MWD-LSS-120-GZ1 INCLUDED 120 15 RECESSED 750 3000K POLE KAD LED 30C 1000 30K R4 208 HS 1D8W LED QHS LED POLE LIGHT LITHONIA INCLUDED 208 [108]MOUNTED 8,392 DDBXD 3000K C°3 20i-0n 1 , 1 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 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH. 1636 SEMINOLE TRAIL ALBEMARLE COUNTY CHARLOTTESVILLE, VA 22901 STORE NUMBER: VAC 12457 PROJECT MANAGER: PREPARED BY: PH: (816) 997-9601 FAX:(816) 997-9602 DRAWN BY: RMC 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 O BURNISHED 26'-0" T.O. PARAP < CONCRETE 1 S'-0" B.O. -CO_ NC. IOBURNISHED CMU WALL MTD. LIGHT FIXTU FIN. FLR. OP WINGWALL 1 SWITCHGEAR FROM STREET VIEW D� CA' WEST ELEVATION 1 1 A INTERNALLY ILLUMINATED SIGNAGE ri 26'-0" T.O. PARAPET ALUMINUM COMPOSITE - PANELS (BEYOND) < ROOF -MOUNTED MECHANICAL - EQUIPMENT �H BURNISHED CMU 26'-0" T.O. PARAPET O CONCRETE CAP 18'-0" B.O. CONC. CAP WALL MTD. LIGHT FIXTURE lO BURNISHED CMU COILING DOOR: FACTORY PRE -FINISHED POWDER COAT RAL 7037 "DUSTY GREY" r FIN. FLR. 7 REV: 0 DATE: 01 /10/2022 JOB # VAC 12457 DRAWN BY: CL SCALE: 1/8" = 1'-0" 2'-0, n 4� I NUM COMPOSITE OD _S (BEYOND) NUM OSITE CANOPY<C IND) HT. BOLLARD KO )W METAL DOOR 4 22'-0" OWINGWALL TO HIDE - SWITCHGEAR CABINETO HOLLOW METAL DOOR O SWITCHGEAR FROM STREET VIEW - u O ALUMINUM COMPOSITE PANELS 28'-0" T.O. PARAPET �Q ROOF -MOUNTED MECHANICAL EQUIPMENT < ALUMINUM COMPOSITE CANOPY OALUMINUM COMPOSITE PANELS Ar INTERNALLY �A ILLUMINATED SIGNAGE TIRE METAL CAP O CORRUGATED F METAL SIDING ® +5 n METAL CAP < 26' - 0" T.O. PARAPET - BURNISHED CMU Q 12'-0" BUTT JOINT GLASS CURTAIN WALLS U� <9>ALL SIDES OF WINDOW WALLS STANDARD GLASS WINDOWS ALUMINUM COMPOSITE <�>W jj!,I ALUMINUM COMPOSITE PANELS CANOPY WINGWALL TO HIDE EAST E L E VAT I O N SWITCHGEAR FROM STREET VIEW SCALE: 1 /8. = 1'-0" BURNISHED CMUGH 22'-0" PLANT TRELLIS —10". NORTH ELEVATION r SCALE: 1/8, = 1'-0" 128'-0" BURNISHED O METAL CAP Na 4Q ROOF -MOUNTED CMU OINTERNALLY ILLUMINATED MECHANICAL SIGNAGE 7EQUIPMENT METAL CAP O 22'-0" 3'-10"3'-4" 6' 0" 26'-0" T.O. PARAPET CONC. CAP <M 18'-0" B.O. CONC. CAP , ii BURNISHED CMU OI _ r id"'" . ' '• a.-^ WALL MTD. LIGHT FIXTURE HOLLOW METAL 4 DOOR �- FIRE ALARM HORN -STROBE D -O" FIN. FLR, 1 CORRUGATED< 28 -0" METAL SIDING T.O. PARAPET METAL CAP O 26'-0" T.D. PARAPET ( - ALUMINUM COMPOSITE PANELS < OK 3'-0" HT.BOLLARD I OJ CLADDED STEEL BEAMS OVERHEAD SECTIONAL DOOR 1+--NOTE AT PILASTERS, THE SIDES OF THE 1 FACTORY PRE -FINISHED BLOCK THAT FACE THE STOREFRONT AND BRASS DOWNSPOUT NOZZLE POWDER COAT RAL 7037 DOOR OPENINGS ARE SMOOTH. PAINT EXPOSED REFER TO 23/A3.5 "DUSTY GREY" PRECISION CMU SURFACE TO MATCH CMU SOUTH ELEVATION ;CALF: 1/8" - 1'-0" D�4QOM�It• (Tj R EI THIS PLAN IS PROPERTY OF ARCHITECTURAL RESOURCE TEAM, INC. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT REPRODUCED, !,COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, D IS NOT TO BE USED tN WHOLE OR IN PART TO ASSIST IN MAKING R TO FURNISH ANY INFORMATION FOR MAKING OF DRAWINGS, PRINTS, APPARATUS OR PARTS THEREOF THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS. CONCEPTUAL ELEVATIONS 1636 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 T.O. STOREFRONT ALUMINUM COMPOSITE OG CANOPY 0'-O" jWW FIN. FLR. BUTT JOINT GLASS CURTAIN WALLS STANDARD GLASS WINDOWS FINISH LEGEND 0) 3-0IMENSIONAL ILLUMINATED SIGNAGE ALUMINUM COMPOSITE PANELS: ALUCOBOND "MATTE BONE WHITE" ALUMINUM CLADDED CANOPY: ALUCOBOND "MATTE BRUSHED STAINLESS" ALUMINUM COMPOSITE PANELS: ALUCOBOND "MATTE BONE WHITE" E> 8" METAL CAP BY ATAS INTERNATIONAL INC. COATED: "BOYSENBERRY" CORRUGATED METAL PANEL BY ATAS INTERNATIONAL INC. COATED: "BOYSENBERRY" STOREFRONT CLEAR CURTAIN WALL BY C.R. LAURENCE "3250 SERIES" STANDARD GLASS WINDOWS - NOTE: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 307. INTEGRAL COLOR BURNISHED CMU BY GRAND BLANC ARCHITECTURAL MASO11-NRY "S.E.D. BLEND" - MASONRY BLOCK SIZE: 8"X8"X16" _ _ INTEGRAL COLOR BURNISHED CMU BY GRAND BLANC ARCHITECTURAL MASONRY "GARNET" MASONRY BLOCK SIZE: 8"X8"X16" CLADDED STEEL BEAMS: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY GARNET' Z> STEEL BOLLARDS: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" HOLLOW METAL DOORS: PAINTED TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" 0> CONCRETE CAP: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" 4 METAL CAP: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" ELECTRICAL SWITCHGEAR CABINET: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "S.E.D. BLEND" BURNISHED CMU WINGWALL TO HIDE THE SWITCHGEAR: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "S.E.D. BLEND" 3> STANDARD MECHANICAL EQUIPMENT NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. REAR REAR ELEVATION ...vnnvvnicu rvic Inc uc�.n — nccucu iv INSIDE OF GATE FRAME. PAINT TO MATCH RAL 7038/MATTE TIGER DRYLAC BLOCK CAP COLOR TO MATCH SPLIT FACE CMU 8" SPLIT FACE CMU WALL - INTEGRAL COLOR TO MATCH BLDG - 1 1 /2" x 1 1 /2" x 3/16 STEEL TUBE GATE FRAME. FULLY WELD -- PAINT. 6" x 6" x 6' TALL STEEL PIPE. FILL SOLID WITH CONCRETE. WELD HINGES TO FACE OF PIPE. 8" SPLIT FACE CMU WALL - INTEGRAL COLOR TO MATCH BLDG BOLT WITH SLEEVES IN CONC. SLAB - OPEN AND CLOSED POSITIONS. - 6" CONC. SLAB WITH # 3'S 0 18" O.C. EACH WAY OVER AGG. BASE. SEE SITE PLAN FOR CONFIGURATION I" DIA. SLEEVES FOR CANE BOLTS (TYP. OF 8) PAINTED 6'-0" HIGH GATES, STEEL DECK FASTENED TO INSIDE OF METAL FRAME. 6" DIA. PAINTED BOLLARDS B" CMU WALL TO MATCH BUILDING MATERIALS AND PLAN COLORS. I TRASH ENCLOSURE PLAN / ELEVATIONS Fil ARCHITECTURAL RESOURCE TEAM 1055 e, indian school rd. phoenix, az 85014 602-307-5399 www.art.team.com SCALE: 3/16" = V-0" Sheet No. C-705 cp 3a Z w as W W U) Z Of W 9 z W F Z w j \ /q WzwWH WUof (n 8y ,x�r -�`\ ��.�`� �```��` `1\�` \` \ O 1 0 ni '� •� iy r r / , \ "\ \ r / Z } zii W 0_ W g 2J W O � Ir (n o U) 7 M Q Q Z Q •-___ _`_ J,' \ 1 \ \ ZO 0 < d Z ~ [r ow 11" 1 r= i i \\ I l l i i i I 1'1 Ii 16� � r 1 i t `\ i I i `I '\ � \\ `I i / Q H w 1 \ 1 1 n'� 2� '499. I h h �' , I I 1 1 \ �` \ \ 1 r U Z U a d p sx o I '`•. J (p U) &w Z c 0 7 W Z <& Q Z(A dQ a� Qofi J yo�.p2•��ypP .``` \``` '' // ' / i' �/ i I � 111 `1494 � � l i �� \ \4 / I � 49 ' 49 \ 'i`W59 12+00 '� 1 + Ii' \ (A '1 50 13+OQ. 13+50 YA 0 a r , - 14 ---- / Illlr--===---====-II ' 1 / �i��//��Li�Y l�T REVISIONS I \, , p/ \/ \ ' , ' I \ AR/ABLE /OT R/GH O WA/ \ 1 n�./r�P1 1 ��Iyyy�� IP Tu 1 I \ ' I ' ASPfY4LT PAYL✓ IPUBLM/C �I//i✓//AY-,,1APP�X/MY1 RO II. *%/O 162 wor RLi/ECT VY-002-9 l REV DATE COMMENT \ 1 ,.,y7 CxEfillEo er TEO SPCLU 45 MPNI 111 i111 111 111'_____" 1 I . I I I ' I 1 DSH I —i— 11 , n I , , , 1 I_� 1 10/29/2021 PER ISP COMMENTS II'tI__ RTY ---- 1 1 I II I I I I II11 � 2 01/21/2022 PER COUNTY B COMMENTS RTY 50 25 12.5 0 50 1 "= 50' Know whars below. Call before you dig. 510 510 ALWAYS CALL 811 Dim 12" ASPHALT SURFACE COURSE (SM-9.5A) TRUNCATED DOME Z Om Mw OW 00 mW Q� F� o �I O J 0 ci VAN ACCESSIBLE D n A A D p p ' n n d. D A V-6„ REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND -WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW 0.0" COMPACTED STONE BASE (VDOT 21A/B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL "U" CHANNEL POST REPORT PREPARED BY ECS MID -ATLANTIC, LLC, ENTITLED DISCOUNT TIRE CHARLOTTESVILLE, DATED 05/25/21 (PROJECT #28:2549). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES LIGHT DUTYASPHALT PAVEMENT SECTION NOT TO SCALE PAVEMENT SECTION PAVEMENT SURFACE b TACK COAT (SEE PAVEMENT DETAIL) N (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) RD MOUNTED ADA PARKING SIGN DET, CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. NOTE: 1. SEE SITE PLAN FOR LOCATION(S). 1,4„ MIN. 0 e 0 in BOLLARD DETAIL NOT TO SCALE 3,000 P.S.I ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC SURFACE CONCRETE -TO -ASPHALT DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE (TYP., LT.& RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE GEOTECHNICAL REF L4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE EDGE OF < a d _ SLOPE. i' - i SLQPF L . 12. 1 MAX: d ,d 12:1 MAX., . . 0000000000000000o a.b s o0000000 000000000 'a4 NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE CONCRETE W WM (10 GA.) AIl1TG 8" COMPACTED STONE BASE (VDOT 21A/B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, LLC, ENTITLED DISCOUNT TIRE CHARLOTTESVILLE, DATED 05/25/21 (PROJECT #28:2549). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. CONCRETE SECTION NOT TO SCALE J 0 m z Z EE W W W 0) Z 111 (9 ZjzcAU Z W 1-- (7 W > (0ZW W(n5:W ZrH (DQOf(n F W Q 2 W Z _,>z0WW0 (n7 QIn QZ1 Z�� W ZFF- of 0zW<a 0 Q J 0 U) W Z Z ILQ > aJ of U W F- U) REVISIONS REV DATE COMMENT D IKEDB CxECIa:D BY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS -2 PROJECT SITE PLAN DOCUMENTS FULL HEIGHT CURB CURB TAPER I 1" RADIUS FOR VARIES ®o�Qa�aQ PAVEMENT CURB TAPER DETAIL NOT TO SCALE PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com 6 JJJJJJJ JJJJJJ 1JJJ JJJ. JJJ 1/4" RADIUS 2" RADIUS JJJ.�S 1JJJ 18" SQUARE CONCRETE q^ JJJJJJJJJ J ENCASEMENT FINISHED GRADE JJJJJJ (3000 P.S.I CONCRETE) /-6" REVEAL 1�TH (� RATED CLEANOUT COVER FINISHED GRADE 2" ASPHALT OR CONCRETE 4" SEWER CLEANOUT CAP — — _ :r..i s >,[_:: •.; I I M1 1(— SAND CUSHION —I I — — —I 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE 'v N I�Tro. 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. Lic. No. 0402056625 1 01/21/2022 4 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER: C-901 HEADER CURB DETAIL NOT TO SCALE REVISION 2 - 01/21/2022 2016 ROAD 8 BRIDGE STANDARDS u u n car_va.W s1 cM •.c1 T� r_+c I na caa ®.` NEW, � r fi&ni;:'J�Fe:`5'n_4S'tulsn� lLA3: �„B._.-:�4nSi i i �4LJaf_4is�r�irl1\-- 4 PIN MAXIMUM SLOPE 201 5'-0" MIN SHAPE TO MATCH POLE OF AZX1 CUVB BACK OF CURB 4 = 20:1 4 : uili l WITH BUFFER STRIP ER PIN SLOPE RAMP LENGTH7 5'MW 7nZ5: MAX., WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT LOT Ban uex. 2'MN. SECTION A -A LNowc lan uM. `slnrc ROPE DETECTABLE WNaaA SURFACE PERMISSIBLE C.T. CONSTRUCTION s Mw JOINT CROSSWALK 2:, N' T SECTION B-B COBS CONCRETE CURB NOTES: ONE DIRECTION I. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITHOUT BUFFER STRIP SEE SHEET I ME 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP 6 LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. CUTTER PAN SHALL BE A MAXIMUM SLOPE BE son AT THE RAMP OPENING. 4. DAGONAL PLACi 15 NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY CRUDE IN PERCENT MINIMUM 4MFE LENGTH IN FEET 4" CURB 6" CUB 0 4 6 1 5 3 5 B 3 fi B I 4 a 15 5 D 15 s M 1s ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/119 XVDOTVirginaionent of Transportation portortation ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 MOSSWAK CROSS L n II n CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP COPY OF THE ORKI MAIEO AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFI CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION WRONIA DEPARTMENT OF TRANSPORTATION ONE DIRECTION WITH BUFFER STRIP IDS Sot 504 ADJACENT TRAVEL LANE /SPI PAVEMENT WIDENING I4 EDGE OF EMSING PAVEMENT �(AS DETERMINED N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASnIAT LAYERS PROPOSED ASPHALT LAYERS -------EXISTING SUBBASE ------ mOPosED SUBBASE COMPACTED SIIBOR/fE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EX6TING SIe E AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I'/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) A MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCWOMICE WITH CURRENT VGOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER BE THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHA L BE SPACED NO WERE THAN 50G FEET APART. 4- THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH DF 1 V INCHES AND REPLACED WITH AN ASPHALT SURFACE court TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER NAY REQUIRE THE MIFFING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT DROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL BE THE ENGNEER. ). FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL .PINTS AT TIE-IN LOCATIONS SHALL SP TESTED USING A TO FODT STRN(RTEDGE IN ICCONNICE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. `VD= ASPHALT PAVEMENT WIDENING SPECIFICATION REFERSNGE ROAD AND BROGE ST,WDARDS SHEET + of 1 REVISKN DATE FOR WIDENING SUBJECT TO TRAFFIC 31s 3G3.02 ARCINIA DEPARTMENT OF TRANSPORTATION February 2015 February 2015 ❑I Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual) ❑ Attached: Atraffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. Submitted by: Ms. Holly Hatcher Date: 8/2/2021 Email Address: hhatcher@bohlereng.com Phone: (804)893-8200 Address: 2150 Ashland Road, Suite 200, Richmond, VA 23146 Project Name: Discount Tire -Seminole Trail Rreg US 29 Locality: Albemarle County Description of Project: Discount The is proposing to replace the existing Wendy's resturant at 1636 Seminole Trail with a new Discount Tire store. The parcel has two right -in / rightom driveways on the US 29 southbound on ramp from Rio Road. The applicant is proposing to close the north driveway, and retain the south driveway. This AME request refers to spacing between the south driveway and the Commercial driveway that is 150 feet to the north. VDOT District: Culpeper Area Land Use Engineer: Adam Moore, P.E. NOTES: (1). Submit this form and any attachments to one of the District's Area Land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional information as necessary to justify the exception request(s). (4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for addhional instructions. Select the Exceptions) Being Requested ❑ Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: ❑ A. An agreement to share the entrance Could not be reached with adjoining property owner. ❑ Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of Constraint such as aerial photo or topographic map. ❑ Exception to the vehicular connection to adjoining undeveloped property requirement. (section 120 CA) Reason for exception: ❑ A. Physical constraints: topography, adjacent hazardous Land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of Constraint such as aerial photo or topographic map. ❑ B. Otherreason: VDOT 1 ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 ❑✓ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information an the Exception Request © ON A STATE HIGHWAY Functional classification: Principal Arterial: ❑✓ Minor Arterial:❑ Collector:❑ Local:❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized Unsignalized Full Access Partial Access Required spacing distance 305 ft Proposed spacing distance ISO k Requested exception: Reduction in required spacing 155 k REASON FOR EXCEPTION: ✓❑ A. To be located on an older, established business Corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrancefintersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section 120 C.3.f) ❑ Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (i) evaluates the location's suhabil'Ityfor a roundabout and (11) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 February 2015 February 2015 ❑ Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual) rn Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. Submitted by: Ms. Holly Hatcher Date: 8/2/2021 Email Address: hhatcher@bohlereng.com I Phone: (804)893-82DO Address: 2150 Ashland Road, Suite 200, Richmond, VA 23146 Project Name: Discount Tire -Seminole Trail RteIf US 29 locality: Albemarle County Descrlption of Project: Discount Tim is proposing to replace the existing Wendy's resturant at 1636 Seminole Trail with a new Discount Tire store. The parcel has two right -in / right -out driveways on the US 29 southbound on ramp from Rio Road. The applicant is proposing to close the north driveway, and retain the south driveway. This AME request refers to spacing between the south driveway and the Speedway driveway that is 105 feet to the south. VDOT District: Culpeper Area Land Use Engineer: Adam Moore, P.E. NOTES: (1). Submit this form and any attachments to one of the District's Area Land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional information as necessary to justify the exception request(zi. (4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-040 Design Exception or the 1.0448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for addhional instructions. Select the Exceptions) Being Requested ❑ Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: ❑ A. An agreement to share the entrance Could not be reached with adjoining property owner. ❑ Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous Land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ Exception to the vehicular connection to adjoining undeveloped property requirement. (section 120 CA) Reason for exception: ❑ A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of Constraint such as aerial photo or topographic map. ❑ B. Other reason: ❑✓ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request © ON A STATE HIGHWAY Functional classification: Principal Arterial: ❑✓ Minor Arterial:❑ Collector:[] Local:❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized ❑ Unsignalized o Full Access ❑ Partial Access Required spacing distance 305 k Proposed spacing distance 105 ft Requested exception: Reduction In required spacing 200 k REASON FOR EXCEPTION: ✓❑ A. To be loated on an older, established business Corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrance/Intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section l20 E.3.q E] Attached: Atraffic engineering study documenting that left turn movements at the entrance will not have negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: Atraffic engineering study that (i) evaluates the locations suitability for a roundabout and (hi) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2016 ROAD 8 BRIDGE STANDARDS February 2015 ❑ E. The development's 2n4 (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (Section 120 C3.e) ❑ Attached: Information on the development that identifies the location of entrances. ❑ F. To be located within the limits of a VDOT and locality approved access management corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approve0✓ Darryl I I Date: 8/6/21 Area Land Use Engineer or. Name Adam J. Moore, PE Remarks: The Residency recommends approval contingent upon an approved site plan for the new entrance based on the following factors: 1. The local lanes of Route 29 at Route 631 were constructed in part to serve the businesses near the intersection. This parcel is one such site. 2. The existing topography to the north and south prevent a practicable shared entrance or even a feasible inter -parcel connection. 3. The proposed right in right out entrance does not Introduce any new conflict points from the existing pair of one-way entrances. 4. The proposed use is a less Intense traffic generator than the fast food restaurant previously located at this she Verbal concurrence given by Carrie Shepheard, PE on 8/3/21 Exception Request Action: Approved✓ Denied Date: District Administrator or Designee: MkheIle A Shropshire Name (and position if Designee) Remarks: Stamped concrete (brick pattern) "walkway" area across entrances to be maintained or replaced. District Staff: Please email copy to Bradley.SheltonrcDVDOT.Virginia.gov 3 February 2015 E. The development's 2"J (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (section 120 C.1e) Attached: Information on the development that identifies the location of entrances. ❑ F. To be located within the limits of a VDOT and Ioality approved access management Corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 G3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approve0✓ Darryl I I Date: 8/6/21 Area land Use Engineer or. Name Adam J. Moore, PE Remarks: The Residency recommends approval Contingent upon an approved site plan for the new entrance based on the following factors: 1. The local lanes of Route 29 at Route 631 were constructed in part to serve the businesses near the intersection. This parcel is one such site. 2. The existing topography to the north and south prevent a practicable shared entrance or even a feasible inter -parcel connection. 3. The proposed right in right out entrance does not introduce any new conflict points from the existing pair of one-way entrances. 4. The proposed use Is a less Intense traffic generator than the fast food restaurant previously located at this she. Verbal concurrence given by Carrie Shepheard, PE on 8/3/21 Exception Request Action: Approved✓ Denied Date: District Administrator or Designee: Name (and position if Designee) Remarks: Stamped concrete (brick pattern) "walkway" area across existing entrances to be maintained or replaced. District Staff: Please email copy to Bmdh:v.Shehon@VDOT.Viminia.Qov ALL DETAILS IN THIS BOX ARE PROVIDED BY OTHERS AND ARE FOF INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE J 0 m Z UU W W W Z UU C7 Zj Z(q CJ Z W H U W> Ur ZLLu LU jW F W Q 2 W Z > Z U LU (4 0 U)Z)MaQZQ Z () 2 W Z F H 0ZQ< 0 Z 00 Z) W Z Z 0 Q > d J U W I - REVISIONS REV DATE COMMENT cxECxeD BY 1 10/29/2021 PER ISP COMMENTS DISH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDJOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 01 /21 /2022 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER: C-902 1 2 3 REVISION 2 - 01/21/2022