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Home My WebLink AboutARB202000047 Plan - Revision 2020-07-06o o SDP9090 1111111111197 MAJOR SITE PLAN AMENDMENT SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 GENERAL NOTES C-101 GENERAL NOTES AND LEGEND C-102 EXISTING CONDITIONS & DEMOLITION PLAN C-202 SITE PLAN C-301 SIGHT DISTANCE PROFILES C-302 GRADING PLAN C-401 UTILITY PLAN C-501 LANDSCAPE PLAN C-601 LANDSCAPE NOTES AND DETAILS C-602 CONSTRUCTION DETAILS C-801 - C-802 MAINTENANCE OF TRAFFIC PLAN C-803 FOR 29TH PLACE DRIVE THRU LOCATION OF SITE 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PID: 061UO-01-00-01500 ` oStyt> e �eF ct C'A v> oP. tr C Woo The R N v& M w �PN�'4 1pJ �s�. 9 ,W Gardens: "A unto tj �,m, To Se1;linnl � �� Fs� 20 Shop Ctrs Bid A 4� s?x/ FNkrs o�fy�tLoy \ ski Al`bee'' arle- oQ. _Z T taCi N �QV Shq �Novilr9 vo JIG per Fashion \ Square 631 �� o z s Mail de C SITE �� Shoppers °yam World, Fa ion Square Ald rers9ate ° U Mail t6,4 Math-� iLLAPGKFAiaERT w nlnc� �`�l01 �c� otn Q k C1ji J2 fl �'' C c g�Cylyy / q t MANCN TER 6T.y4, C Churc T U of the OP B9iFq ti/ (ri4C 1°SIncarnation 41 � OqT S •OQ. � �FNBRlfq%l / �� S ,'�f I�/P�i CT �-�kfy dq 44y' 0 V �Q��_APE��tE /fo 1/El0 - ✓ �r Qv a 45 �� qy P�s,� n r �— `Z CTCREER� �IAa • LthL,, /KERfl G; pro OENV Non o ci 43 100_ 8mQ ^OR O{9°4 zu re Jl7U }91 � ��9FfNBR/fR� rJBr m/ LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' DEVELOPER FEDERAL REALTY INVESTMENT TRUST 1626 E JEFFERSON STREET ROCKVILLE, MD 20852 CONTACT: CHRISTINE McGUIRL OWNER FEDERAL REALTY INVESTMENT TRUST 1626 E JEFFERSON STREET ROCKVILLE, MD 20852 CONTACT: CHRISTINE MCGUIRL PREPARED BY Rni4i F:R// 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: RYAN T. YAUGER, P.E. CONTACT INFORMATION • REFERENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "BOUNDARY AND TOPOGRAPHIC SURVEY FEDERAL REALTY INVESTMENT TRUST 29TH PLACE" 1500-1520 SEMINOLE TRAIL, US RTE. 29 RIO MAGISTERIAL DISTRICT, ALBEMARLE COUNTY PREPARED BY: BOHLER DATED 3/13/2020 • GOVERNING AGENCIES COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 FAX: (434) 972-4126 • UTILITIES ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION W J O m REVISIONS DRAWN BY REV DATE COMMENT _ --- -- ,o Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the Jaw. NOT APPROVED FOR CONSTRUCTION THIS DRAWING ING PS INTENDED FOR MUNIC]P �I. AND/OR AGENCY RLZ IEW AND APPROVAL TT IS NOTINTENDED ENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED O 1 HER SL ISL PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CLIARLOTT]ESVILLE9 VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKW ELL PARK LANE, SUITE 201 WARR ENTON, VIRGINIA 20186 Phone: (540) 349-4500 ]Fax: (540) 349-0321 VA@BohlerEng.com OF V R% AN YAUGE=R - y .p Lic. No. 0402056625 4r 0Xt 6/18/2020 G``1kI s`S�ONAL E� ST 1EFT TITTLE; COVER SHEET SFIEET NUMBER: C-1 00 0 RYAUGER@BOHLERENG.COM REVISION I - 6/18/2020 GENERAL NOTES (Rev. 1 /2020) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN "BOHLER") PRIOR TO THE DATE ON WHICH ENGINEER 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 SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE LATEST EDITI N F THE D C MENT AND R REPORT REFEREN ED WITHIN THE PLAN REFERENCE ARE BEIN U ED F R O O O U S /O S C S G S O 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 T HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA ION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES INJURIES CLAIMS ACTIONS PENALTIES EXPENSES PUNITIVE DAMAGES TORT DAMAGES STATUTORY CLAIMS STATUTORY CAUSES OF ACTION LOSSES CAUSES OF ACTION LIABILITIES OR COSTS INCLUDING BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF: BOHLER , NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER PARTIES"), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY DEFEND PROTECT AND HOLD HARMLESS BOHLER FOR AND FROM ANY LIABILITY TO BOHLER RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR 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 ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR 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 SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTES) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. SITE LAYOUT NOTES (Rev.1/2020) 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.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev.1/2020) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH 48-INCHES PREFERRED OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 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 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DEMOLITION NOTES (Rev.1/2020) SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION 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/OR 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 ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND/OR BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY 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 ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER , THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS 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. 19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. LIGHTING NOTES (Rev.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3. THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC). 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 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 VIRGINIA 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. THE DI T RBED LAND A EA F THI ITE I APPR XI ATELY 0.55 A RE . 3 S U R O SS S O M C S 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10, THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17, THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES (Rev.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. 8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. o� W J 0 m REVISIONS DRAWN BY REV I�t�TE C'OIYIIYIEl�IT _---- -- II Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's ifree. It's the Jaw. II�I�JT AP]PIl��JV]ED F(912 I C(�1��7CRA7C'JC'IOI�I THIS DRAWING IS INTENDED FOR ML"!VICIPAI. AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PR'OJEC"iT': MAJOR SITE PLAN AMENDMENT FOR 29T HI PLACE DRIVE �] HR �J LOCATION 1500 SEMINOLE RAIL CHA[�LOTT]ESVILLE, VA 22901 ALBEMAL�L]E CGA71� TY BOHLER// 28 BL ACKWELL PARK LANE, SUI 1T E 201 WAE�RE1�'ON, VIRGINIA 20186 Pho ne: (5 40) 349-g4500 ]Fax: (5 40) 349-0321 VA@BohlerEng.com Op .p Lic. No. 0402056625 ,� 0' �4t 6/18/2020 � �I & G�� ANAL �IiTET I1TT E: GENERAL NOTES SHEET' NUMBER: G101 �' REVISION I = 6/18/2020 ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). STANDARD DRAWING LEGEND STANDARD FOR ENTIRE PLAN SET ABBREVIATIONS LIMIT OF WORK LOVV--LO V- FOR ENTIRE PLAN SET LIMIT OF DISTURBANCE LODLOD AC ACRES AMERICANS WITH ADA EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ARCH DISABILITY ACT ARCHITECTURAL ONSITE PROPERTY LINE / R.O.W. LINE BC BOTTOM OF CURB NEIGHBORING - - PROPERTY LINE / _ _ BF BASEMENT FLOOR BK BLOCK INTERIOR PARCEL LINE EASEMENT BL BASELINE LINE BLDG BUILDING - - - - - - - - - - SETBACK LINE BM BRL BUILDING BENCHMARK BUILDING RESTRICTION LINE CF CL CUBIC FEET CENTERLINE CURB AND GUTTER CMP CORRUGATED METAL PIPE SPILL TRANSITION CONN CONNECTION CONCRETE CURB & CONC CONCRETE GUTTER DEPRESSED CURB AND GUTTER CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE WITH LIGHT DEC DEP DECORATIVE DEPRESSED �o POLE Imo LIGHT DIP DOM DUCTILE IRON PIPE DOMESTIC TRAFFIC LIGHT ELEC ELECTRIC ELEV ELEVATION O UTILITY O POLE EP EDGE OF PAVEMENT TYPICAL LIGHT ES EW EDGE OF SHOULDER END WALL ACORN LIGHT EX FES EXISTING FLARED END SECTION TYPICAL SIGN - FF FINISHED FLOOR X PARKING X FH FIRE HYDRANT COUNTS FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) -170- - CONTOUR gp ------------- 169------------ LINE 187 GH GL GRADE HIGHER SIDE OF WALL GRADE LOWER SIDE OF WALL TC 516.4 SPOT TC 516.00 TC 516.00 MATCH EX OR 516.4 ELEVATIONS BC 515.55 518.02± GIRT GV GRATE GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY SAN LABEL # HP HOR HIGH POINT HORIZONTAL STORM LABEL # HW HEADWALL SL SANITARY SEWER SL INT INTERSECTION LATERAL INV INVERT /y UNDERGROUND W WATER LINE LF LINEAR FOOT UNDERGROUND LOC LIMITS OF CLEARING E E ELECTRIC LINE LOD LOS LIMITS OF DISTURBANCE LINE OF SIGHT G UNDERGROUND G GAS LINE LP LOW POINT o/y OVERHEAD OH US LANDSCAPE WIRE _ MAX MAXIMUM T UNDERGROUND T TELEPHONE LINE MIN MH MINIMUM MANHOLE C UNDERGROUND C CABLE LINE MJ MECHANICAL JOINT STORM OC ON CENTER SEWER PA POINT OF ANALYSIS S SANITARY S SEWER MAIN PC POINT CURVATURE POINT OF COMPOUND � HYDRANT PCCR PI CURVATURE, CURB RETURN POINT OF INTERSECTION - O SANITARY \ i O � MANHOLE ��\- ; POG PROP POINT OF GRADE PROPOSED STORM / 6 ) MANHOLE PT POINT OF TANGENCY POINT OF TANGENCY, ® M WATER METER PTCR PVC CURB RETURN POLYVINYL CHLORIDE PIPE WV WATER • VALVE PVI POINT OF VERTICAL INTERSECTION GAS VALVE PVT POINT OF VERTICAL TANGENCY ® GAS ® R RADIUS METER RCP REINFORCED CONCRETE PIPE TYPICAL END 1�13 RET WALL RETAINING WALL SECTION R/W RIGHT OF WAY q HEADWALL OR ENDWALL �OR S SAN SLOPE SANITARY SEWER GRATE ®� O INLET SF STA SQUARE FEET STATION CURB INLET STM STORM O CLEAN 0 S/W SIDEWALK OUT TBR TO BE REMOVED O ELECTRIC O MANHOLE TBRL TC TO BE RELOCATED TOP OF CURB O TELEPHONE O MANHOLE TELE TPF TELEPHONE TREE PROTECTION FENCE EB ELECTRIC EB BOX TW TOP OF WALL EP ELECTRIC EP TYP TYPICAL PEDESTAL UG UNDERGROUND UP UTILITY POLE MONITORING W WIDE WELL W/L WATER LINE TEST W/M WATER METER PIT YY ± PLUS OR MINUS BENCHMARK ® fd DEGREE DIAMETER BORING # NUMBER REVISED: 10/15/2019 VOOT GENERAL NOTES 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE): • VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX 131). • VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B2 AS APPROVED FOR USE IN DESIGNATED HIGH DENSITY DEVELOPMENT AREAS). • VDOT ROAD DESIGN MANUAL APPENDIX C, RURAL AND URBAN GEOMETRIC DESIGN STANDARDS EFFECTIVE AT THE TIME OF VDOT RECOMMENDED PLAN APPROVAL; LIST STANDARD USED: GS- 2. VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN): • ACCESS MANAGEMENT - DATE OF APPROVAL: • SSAR- DATE OF APPROVAL: • DESIGN WAIVER - DATE OF APPROVAL: • OTHER DATE OF APPROVAL: 3. SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK ✓ WHERE APPLICABLE OR WRITE N/A): • CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT ROAD OR TO A STUB OUT) • STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE) • NETWORK ADDITIONS PROVIDING DIRECT ACCESS TO (1) MORE THAN 200 DWELLING UNITS OR (11) LOTS WHOSE TRIP GENERATION IS EXPECTED TO BE OVER 2,000 VPD MAY BE ACCEPTED INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS IF THE NETWORK ADDITION PROVIDES AN ADDITIONAL EXTERNAL CONNECTION BEYOND THAT REFERENCED ABOVE. 4. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 5. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 6. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 7. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 8. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 9. THE PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE A CBR VALUE OF 6 IN LOUDOUN CO.). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR THE ACTUAL DETERMINATION OF THE REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 10. PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FOR PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6" OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100% OF THE THEORETICAL MAXIMUM DRY DENSITY. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH AN ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21 B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE A MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 14. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 15. ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2. 16. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 19. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 20. A LANDSCAPING AND IRRIGATION SYSTEMS PLAN SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO INSTALLING ANY LANDSCAPING AND IRRIGATION SYSTEMS WITHIN THE PUBLIC RIGHT OF WAY. 21. FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT WILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER. 22. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY VDOT TRAFFIC ENGINEERING SECTION. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 23. A SPEED STUDY CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. 24. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 25. THE DEVELOPER IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF THE DEVELOPMENT OF THIS SITE. 26. DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MUTCD. PROPOSED EASEMENT LEGEND SI DI SIGHT DISTANCE I STORM DRAIN S11 S SANITARY SEWER WWATER DIA PUBLIC ACCESS DI COMMON SHARED IE INGRESS -EGRESS PIU PUBLIC UTILITY VA VARIABLE WIDTH S o o W J O Go REVISIONS DATE COMMENT DRAWN BY RFV � o Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the Jaw. NOT APPROVED FOR CONSTRUCTION THIS DRAWING ING IS INTENDED FOR ML"!NIC]PAI. AND/OR AGENCY REZ IU+.W AND 4PPROVAL,. IT IS NOTINTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE, PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT FOR 29THI PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTT]ESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BL ACKWELL PARK LANE, SUITE 201 WARR ENT ON, VIRGINIA 20186 Phone: (5 40) 349-4500 ]Fax: (5 40) 349-0321 VA@BohlerEng.com Op V R% AN YAUGE=R - y .p Lic. No. 0402056625 4r _' 6/18/2020 kI s`S10 NAL E� ,-3I1 EFT TITTLE: GENERAL NOTES AND LEGEND SHEET NUMBER: C-1 02 REVISION I = 6/18/2020 APPROX. LOC. U.G. 4" �'��' ; �'c�\ �\ \ 466.56 \ \ �♦ / � � \ `` GAS LINE PER UTILITY GRATE INLET + MARKOUT (SEE NOTE 3) R/M=466.17 TRANSFORMER ON CONC. PAD APPROX. LOC. WPCO EASEMENT D.B. 388 PG 172 LOT 147 PARCEL Y E E �% \ / / 6 BERKMAR SHOPPER WORLD D. B. 769 PG. 299 D. B. 15 PG. 627'I ZAIVO NOS N/F � I " 'ANC L DOFFLEMYER, GENERAL PARTNERS ERS' WORLD, �k 0�� P / // \/ / %\ gf,ARRY G. DOFFLEMYER, L.C. ,� \ B 336CA, PG. 736 D B. 1552 PG. 529 �� w TV 61 U-01-14 �sy \ 0 20' UTILITY EASEMENT / / / So of TM 61M-12-1C2 \� - PER RLF6 / \ pro /' ZON/N� HIGHWAY `COMMERC/AL ZONING. PLAN ED DE�EL OPMENT SHOPPING CENTER ; ' \ D.B. 540 Pc. �s2 p. PRESENT USE. ` DOG GROOMING AND BOARD/NG \ PR ENT USE. SHOPPING CENTER �_ �, �,' `' G 462.91 ; A EA: 260, 529 S. F. OR 5. 991 AC. _ ; ; j `\ 466 72 / / / / TC 463.38 ; FF= 470.18 g �'�, WOOD LANDING GRATE INLET W RIM-467.28 INV 466..33 % i / p 36" SERVICE OR/VE EASEMENT / i WATERLINE EASEMENTD. B. 889 PG. 476 ; (G� \ D.B. 1938 PG 112 `/ / / '�� / A D.B. 545 PG. 631 c586 P G7� / D.B. G 512 l ti9 l 9\ ,`\ \ / / / / �\ % \ TC 46336 D.B. 884 PG 50 ; I 250 ` s \ p 0462.88 Q 89' O GM >-5AN. MH " \ / I?/M=46412 ; _ I O R/M=467.45 F %NV A=443.87 PRIVATE SERVICE EASEMENT Q /NV A=464.15 � %NV B=445.72 ' \ / D.B. 884 PG 50 / �/ \ / /NV C=459.31 6 /NV B=461.68 � � I � � \� \ ` EB EM A A GRAEB^TE ` \ GRATE INLET B \ - , // / \ \ I RIM=467.51 EB q ��' SAN R-35.00 I 7� ` 10" UTILITY EASEMENT ' 0=43'39 56 / / / `�! D.B. 400 PG. 122 G 45747 J� /NV A=465.81 �Clo \� B ^ \ : REBAR _-_ URB INLET _ E Q /NV B=466.61 goy - L=26. 67 / FOUND / IM=46J72 , ;� t 9 PHONE BOX B - CHB-S>429 35 W / - _ NV A=446./ _-___ Rai/C GRATE INLET TO 457.87 h0 F- _ _ \ T 460.94 R/M=457.92 CHD-26.03 _ / INV 8=4 - -_- \ G 460, /NV A_447.42 / i -SAN. MH Q 1 /L� _/ __-__\ INV B=452.59 / R/M=457.98 F GRATE INLET CONC. 3" D/P c�RIM=466.84 j / / / ��'' �� _ _ _ ` j / INV A=452.71 Q �0 LO Q�j 48 "' STORM -- /NV 8=447.44 Q STEPS STORM MH �F /NV B=465.09 / Nc SFTB PROP. - ORA/NAGS EASEMENT -- �\ \ R/M=467.46 �F \ / / 1i'EBAR FOU _LON=f �� SAWCUT LIMITS OF - D.B. 2110 PG 31> /NV C=450.21 / /NV A=461.54 �'' ' \� / �� / L0 DISTURBANCE \\ /NV 8=462.96 ,6 72"STORM DRAINAGE APPRolr LOC. 10' j / l EASEMENT • -� 7� ` o _ UTILITY EASEMENT / B D.B. 2110 PG 31 - A, S?• _ _ z 67.34 -\\ D.B. 1938 PG. 112 30' TO 46f8 COLUMN (TYPP) 00�02/ o��G SET69C 046292 42" RCP \ _ DEP. CURB _ - _ TC 467.52\,/ A \\� s �0� / / / �o •�R%% _ _ ` ' - C- - - - - - 42" RCP 46793 30' ACCESS EASEMENT � �i / � l� / � /` • EX. CC/RB (TBRR) � EX. I MPSTER (TBRR) pow � _ -�� i \ - D.B. 547 PC 87 p / �� j % / apt- - _ - - �_ CURB INLET EX. STRIP/NG (TBR �� QQQ�� J� v REBAR FOUND R/M=457. 62 \ / / �� \1 / �I _ PROP. /NV 448.04 ,+466.08 \ \.. , \. / i i i - y �I EX. DUMPSTER TBR \ \ VA -0� OF �� !�GQ� / ?� �• '� I I i A f - I I I I I I1-- - w K� PROP. -_ �� G� •� G / \ I I I �/ I I EX. COW LC140/N6 11I I METAL `<o\ SAWCUT i I III II III I LAND/NG`• O - ` APPROX LOC. 10' G \ AREA R _ _ /S. ML -76 3 \d \ /� I 18 +I I I L---1 I I I I �� I I I---1 -• `� \. j SAN/TARP SEWER /4 I I I \",-G 463.44 L4/N I I W/STEPS[ fU\\ EASEMENT (TO BE �� / 8" EX. RAMP I I I' �1 I I I TC 465.93 i i EM \ . 7 APPROX. LOC. U.G. WATERL/NE '` << O % / �• ly/DENEDJ / / \ 459 \ PER REF. #3 NOT F/ JLD 1 RAISED CONCRETE WALKWAY CONC. WALK 45 6 r \• ENTRANCE S/GN S iy D.B. 497 PG. 9 / 'LOD LOD LOD LOD LOD LOD LOD OD LO LOD LOD T 9. oa VERIFIED, EE NOTE 3D.B. 536 PG 24 D.B. 696 PG. 531 G 465.18 (1/8 171.7' ::M 0 lee>- o° TC 465.59 CONC. STEPS ' 459.31 / EX TREES EX. HANORA/L \ 1 ------ -\ EX. CU / (TO REMA/N� LTOP, SIGN 459.79 /� / / o EX. HANDRAIL •1 r I -w y X. MNORA/L -0.5 I 1 'SEC) OF E GA S \ WOOD LANDSCAPE TIES_� oo /\✓J' v 464.98 / / `R=460. >5 ��• ° X/ EXISTING WATERLINE \ S LANDS N/F CONNECT/ON TO BUILDING I 0=» s620- \ HC PARKING SIGN ��\� o� i // \ ! / _ - - II ,� / J SW29 LC , H 13 L=95.88 \_ o \ /� ; -I 4 / , i CHB_S44'05 30 E �yo / / / D.B. 2110 PG. 308 I 213 CHD-95.7> BLOCK WALL - C` \ \� / / 5 \, II= / 25,9 i g o D.B. 2110 PG. 311 ; APPROX. LOC. U.G. 4"OAS \ Tom `s` / o \ \ % // / HE/GHT=16.9f 1-STORY BRICK BLOCK BUILDING TM 61 U -01-15 F/ELOLVERF/EDRSEENOTEDT E / /� \ ; - 14 ou AREA: 66,601 S.F. OR 1.529 AC. \ s \ -- --1I \ ¢6,S T LIMITS OF 0 4 \ / / / EX. PAVEMENT � 461.49 ` G= Oo DISTURBANCE ; 65.47 E� / / / / / �� o I TC �161.86 E \% \ EX. CURB (TBR II MARK/NG (TBR G 461.10 TC 461.60 465.31 \ T ,� I / ;1l4TTRESS K/NG" W110 BIRDS VUS/C & ARTS" RAD/0 SHACK" STARBUCKS" TC 465.35 , o^ /' / / / / >500 UNLIMITED" (NO ADDRESS POSTED) 11516 11520 N �,, N36'19121� 0.26' \ G-c- \ o �` 8UG�65.35 ° R # #1510 TO PK NAIL FOUND +465.11 \ / 49565 PROP. 7 ° SAWCUT \/. \ // I II ,' COLUMN (IYP) 6 10' ELEC. EASEMENT / �• D.B. 561 PG. 81 / o I 0 e y c CO ,--- ___- ------ ----- -- - `/ B \ _/ �•'.// / I HC PARK/NC S/CiV (TB/P� - EAO ,.CONC. WALK \ ' --------------' ------ `, APPROX. LOC. U.G. `TELE.- / 3 --`O / / \ �6S\ II - - - - - �- 0 1. -� - - - LINE PER UTILITY MARKOUT L \ (SEE NOTE 3J �[ \ % • \ _ / II �� 465.96 TC 465.95 I 465.68 G 65.51 J ��;3.90 II II I I Io / G 46306 0465 8 ONC. I / + / EX. PAVEMENT 644185 TC 46 ,RAMP TBR J TC 463.2 46310 -�- MARKING / 'L0 / \ ( J '�,' TC 465.24 q-451.06 \ q 7 12 0464.95 - - \-457.95 I � � A / / 'EX. CURB (TBR rl - - - L LO'W LO LIMITS OF - _ \� r` I I J' WORK EX. PAVEMENT EX. PAVEMENT N PROP. 465 ±72" RCP _ / \ MARK/NG (TBR _U - -SAWCUT 'M4 G I G F _ I + / 0 + 464.22 - 465.02 '0464.75TC 464.94 0 e ,Io,Ns sETeACK DO NOT o III ENTERSION� Ur /r APPROX. LOC. WPCO EASEMENT I O 6s \ D.B. 388 PG. 172 \ '� (TBR IoG 464.97 / 19- OH OH OH- OH QH h0 vn OH OH- I ( -r ; OH OH OH H OH OH OH OH -0 H OH 0 - H OH OH �- -- -- - - \ G 4 4.99 G 464.77r • • • \\ III I G 46 .98 G 465.3 �64.79 �! ;l<_ , , �' TC 4 4.96 TC 465.11 o II 10' PARK/NC SETBACK TZ46 31 TC 465. T 65 0' - - � - - - - - - TC 465.2\ / w S 462.0.3 ., 012' 8• 120 G 464.84 3507"W ,- --- ----- -------- -- - ------ I --' 942 • - - - - - - - -_ _ S23'>0 33 E -E F CONC. WALK >_ _ ------------------------ ------------ 2.95' ACCESS"(7BR- --�E - E 461.04 - ` ----- --- ----------- -- -_� 464.0� - --- '' J ----- -- -- EX CURB (I -BR) � e �� • 407_ - ----- _--_ - _ - -- -- -- ;---------- -- - \ � _ � CONC. WALTC 459.49 -- --/ - - - _ -_-_ -- ---- j__ --- CONC. WA G 458.99 P.0.8. ---- -- TC 462.28-------- _ -� ----- _ _--� --- 0461.80 - �=6 `D - - _m - - - -LOff - �CbD �' \\ TC 467.53 STORM MHJ DEP. CURB ROP 's, \ R/M=465.57 TC 46 . SAWCUT CURB INLET \ G 466.91 INV A=454.57 G 464.96 R/M=467.47 INV B=459.19 /NV 462.87 SENT VOLE TRAIL -U, S. RTE, 29 VAR/ABLE WIDTH R/GHT-OF-WAY ASPHAL T PAVED PUBLIC ROADWAY APPROX. LOC. C TELEPHONE & TELEGRAPH G D.B. 419 D.B. 419 ----------''- P.O.B. -----------' \ J�`469.64 TC 469.- 469.09 6' UTILITY EASEMENT D.B. 400 PC. 122 10' UTILITY ZA5Z1VSN1T D.B. 400 PG 122 540'32'58 "W 3.00' �a°dam o 07 �A,911?OX LOC. U.G. 2" GAS LINE PER REF. 14 (NOT FIELD VFo!,/FD" SEE NOTE 3� i"G 463.16 TC 463 67 S49 27'02 "E 62 92' 30' VEPCO EASEMENT D.B. 889 PG. 183 `-534 20'40 "E 24.94' UP jW -94 TG 4 7.76 F7 �117 S1108'16 "W 15.58' 12 RAMP (TO BE REPLACED) W J O Go cid en � �9 UD L� UO REVISIONS REV DATE I COMMENT ^DaawN BY' 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 TIIIS DRAINING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. RO\ AL IT IS NOT INTENDED ENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE T HI]I U LOCATION 1500 SEMINOL]E TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 34 9-0321 VA@BohlerEng.com V RVAN YAUMR y .p Lic. No. 0402056625 0X* 6/18/2020 -� NAL E� SHEET TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SHEET NUMBER: C-202 I20 10 5 0 20 REVISION 1- 6/18/2020 PARCEL Y "SHOPPER' WORLD " D. B. 15 PG. 627 NO N/F SHOP ERS' WORLD, L.C. D B. 1552 PG. 529 TM 61M-12— IC2 ZONING: PLAN ED DEVELOPMENT SHOPPING CENTER � ENT USE.• SHOPPING CENTER -A. Ocn GOD C' t- 110 G n04 A/- 0 \ \` o \ CONC. \ STEPS TRANSFORMER ON CONC. PAD APPROX. LOC. VEPCO EASEMENT 0.. B. 388 PC 172 LOT 147 9ZRKMAR / \ D.9. 769 PC 299 \\ � \/ /~ ZAN to% BARRY G.DOFFLEMrER, NANCY ZSDOFFLEMYER, GENERAL PARTNER 0.9. 3360 PG. 736 20' UT/L/TY EASEMENT / \ / / TM 61 U-01-14 PER REF. ZONING. HIGHWAY COMMERCIAL D.B. 540 PG 62 pp. PRESENT USE.• DOG GROOM/NO AND BOARDINO CONC. / a'cs EM / WM < WA112 1938 P TERL/NE EASEMENT / / 09 9 P SE DRIVE EASEMENT ® \ D. B. G. '�� / /\ D. B. 5545 PG. 631 D.B. 586 PC 512 GV Wm / / �� / \ D.B. 884 PC 50 250 GM �WM W M \ / / \ PRIVATE SERVICE EASEMENT 0 \ / / / D. B. 884 PC 50 EB EY EB EB R=35.00 1 0=4L=.6" 2 6.67 / PHONE 80,K �` CHB=514 29 35W / CHD=26.03 PROF 0 i AGE Lo 72" STORY 0RAI AOfcA57 �_ APPROX. LOC. 10' L L- BUJ 1 UT/L/IY EASEMENT / / D.B. 2110 PG. 31 D.B. 1938 PG. 112 / PROP. CG-12 PROP.4' SIDEWAI _ CONC. WOOD LANDSCAPE TIES HC PARK/NC S/CN �0� 1� Oo % 5 2 R BLOCK WALL PROP. "STOP" Oo / SIGN 12' LIMITS OF STOA \ISTURBANCE V � Or / 0 � � 1 PROP. CG12 >> p0 S/ NCUT yR/ C/o Q 10' ELEC. EASEMENT V r D.B. 561 PG. 81 o l PROP. d 00, PAVEMENT O MARKING / PROP. PROP. "STOP" l/ CG-12 O SIGN AND J STOP BAR C/o - 12r PROP.5'-/ O r CROSSWALK WITH PROP. 240 SF 0 �Q STAMPED ASPHALT OUTDOOR I DINING AREA N G / I PROP. STOP BAR- 9 70' U/LD/NG SETB4CA' - - / o APPROX. LOC. VEPCO EASENT 10' 10' /�/ /� `�✓} /�.l D.B. 388 PG. 172 11 ( ) I TYP. I -OH -OH OH I o' Ll % / �I e12o 40�_12 �1 W 10 773' _ _ �S23'10'33'E N _ - CONC. WALK / 2.95' o U ------------------ CONC. WALK o P. 0.9. SEMINOLE TRAIL -U. S. RTE. 29 VARIABLE W/OTH RICHT—OF—WAY ASPHAL T PAVED PUBLIC ROADWAY 17 L PAVEMENT MARKING r nvr. 5' SIDEWALK SAWCUT �i _ �E 48" STORM DRAINAGE EASEMENT RBF A"D.B. 2110 PG. J11 � _86- rol 0 PRO 0 AI SIGN AND STOP BAR _ PROP. SAWCUT o W PAVEMENT � MARKING 0 ~�� LANON—\ �R W/STEPS L OP. -12 `1� A -; 10, `—LIMITS OF I WORK PROP.—' PAVEMENT — — — MARKING — _S40 35 07'W APPROX. LOC. C V/RG/N/A TELEPHONE & TELEGRAPH COMPANY D.B. 419 PG 404 D.B. 419 PG. 4.35 LLi I OD LOD G ECONC. STEPS tM PTO REMA/N) PROP. BREAK IN HAND RAIL FOR LOADING AREA PROP. DIRECTIONAL SIGN 'L-6' UTILITY ZA5FYfNT D. B. 400 PG. 122 10' UTIL/TY EASEMENT D.B. 400 PG 122 10' UT/L/TY EASEMENT D. B. 400 PG 122 PROP. PAVEMENT MARKING `REB%R FOUND viru iiv�c �R10=459.57 `455. 49 PROP. SAWCUT R=460.15 =115620" L=95.88 C9,9=544'05 30'Z- CHD=95.71 -NJ619'12'W 0.26' TO Pk' N4/L FOUND —S40 32'5B "W 3.00' PROP. PAVEMENT STRIPING 549 27'02'E 62.92' 30' VEPCO EASEMENT D. B. 889 PG 183 534 20'40'E 24.94' 51 > 08'16'W 15.58, NOTES: 1. PLEASE REFER TO ARCHITECTURAL PLAN FOR DRIVE-THRU FEATURE DETAILS. 2. CONTRACTOR TO ENSURE THAT THE FENCE AROUND THE DUMPSTER AREA COMPLIES WITH ALBEMARLE COUNTY CODE. DUMPSTERS, OUTDOOR TRASH RECEPTACLES, AND OTHER, SIMILAR OUTDOOR REFUSE CONTAINERS SHALL BE SCREENED WITH AN ENCLOSURE AT A MINIMUM HEIGHT OF ONE (1) FOOT ABOVE THE HEIGHT OF THE DUMPSTER WITH A MINIMUM INSIDE CLEARANCE AT THE OPENING OF TWELVE (12) FEET. 3. FOR WORK ALONG THE RIGHT-OF-WAY, PLEASE REFER TO SHEET C-803 FOR THE MAINTENANCE OF TRAFFIC PLAN. LEGEND: MILL AND OVERLAY AREA SITE TABULATIONS: PARCEL ID: 061UO-01-00-01500 TOTAL PARCEL AREA: 1.53 AC ZONING: PLANNED DEVELOPMENT SHOPPING CENTER ZMA2001-14 WITH ASSOCIATED PROFFERS EXISTING USE: COMMERCIAL / RETAIL PROPOSED USE: RESTAURANT WITH DRIVE THRU PARKING: EXISTING GROSS LEASABLE FLOOR AREA FOR ENTIRE 29TH PLACE SHOPPING CENTER: 169,649 SF EXISTING SPACES REQUIRED: 169,649 SF X (4.75 SPACES /1,000 SF GFA) =806 SPACES EXISTING SPACES: 815 PROPOSED LEASABLE FLOOR AREA: 169,766 SF PARKING REQUIRED: 169,766 SF X (4.75 SPACES /1,000 SF GFA) =806 SPACES TOTAL SPACES PROVIDED: 807 20 10 5 0 20 1 "= 20' aw 00 o a� X. zN Q o �47 114 W 'Woo Q PH Fo of wm oZ� & r� N wa 00 os 0 REVISIONS REV DATE COMMENT ^DaawN BY" 8� 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.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE T HI]I U LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBElMIARLE COUNTY BOHLER1 I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com Ip►LTH OF . V RVAN YAUMR y .p Lic. No. 0402056625 0.0, 6/18/2020 G`�1�/ NAL � SHEET TITLE SITE PLAN SHEET NUMBER: C-301 REVISION 1- 6/18/2020 WM L/ _Z , 7. , OH OH OH H 0 OH OH OH --- - A� --- _ _ SENT VOLE TRAIL -U. S. RTE. 29 470 460 0131 to M 243' SIGHT DISTANCE NF EYE M 132SI yT DIS1ANCELIN E OBJ M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SERVICE DRIVE SIGHT DISTANCEPROF/LE SCALE: V= 50' HORIZONTAL V= 5 ' VERTICAL 470 460 0131 BJ 10 390' SIGHT DISTA CEO\N Ni EYE — \ M / 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 BER1 MAR DRIVE SIGHT DIS TA NCE PROFIL E SCALE: 1 "= 50 ' HORIZONTAL 1 "= 5 ' VERTICAL NOTES: 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. W J O m U0 PH eta REVISIONS RED V DATE I COMMENT ^DaawN BY" Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's fee. 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.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FO IR 470 1 29T HI PLACE DRIVE T HI]I U LOCATION 1500 SEMINOLE ']CAL CHA]RLOTTESVILLE, VA 22901 ALB EMARLL COUNTY ... I BOHLE�R�// 28 LLACKW]ELL PARK LANE, SUITE 201 WA]R]R]ENTON, VI]RGINIA 20186 Phone: (540) 349-4500 Fax: (S40)349-0321 VA@BohlerEng.com p►um OF . V RVAN YAUMR y .p Lic. No. 0402056625 ,� 0.t, 6/18/2020 4/ StoNAL E� SHEET TITLE: SIGHT DISTANCE PROFILES SHEET NUMBER: C-302 15+55.05 1 "= 30' REVISION 1 - 6/18/2020 469.27 41? 4>---,, 466.56 / f '1 . ,', 14 � I PARCEL Y E % / ; LOT >47 VAR 'SHOPPER' WORLD" / D.B. B769KPG. 288 D. B. 15 PG. 627 ' � LAA(495 N/F NOS N/F \/ PARRY G. DOFFL£MYER, yVANCY C.. DUFFLEMY£R, GENERAL PARTNERS \ SHOP ERS' WORLD, L.C. \ P '' i g D. B. 330 PG. 736 D B. 1552 PG. 528 ` \ w TM 61 U-01-14 jsoti�Fs,TM 61M-12-1C2 NO - \ \\ / // / � � ZON/11r�: H/GHWAY`COMMERC/AL ZONING. PLAN ED DEVELOPMENT SHOPPING C£NT£R \� 465.04 \ \poi° C 462.91 j PRESENT USE. ,DOG GROOMING AND BOARD/NO \ / PR ENT USE.• SHOPPING CENTER 1 I FF- 470.18 A A: 260,528 S.F. OR 5. 981 AC. _ \ 466..72 / / TC 463.38/ EM G y� G am\ 0 \\\ C, TC 463.36 a cm \\ \ I EB EM \ /� 41 \ EB - - I EB 045747 Ch CHD=26.03 ✓►L� TC 460.94 / TC 45797 046050 LO M + PROP. � G _463.00 \ LIMITS OF LO S��UT ISTURB NCE C 46 _ COLUMN 1IYP� / / i / / / / / Tc64.- �_. �\ G 64.4 TC 464.78 °< / TC 461.68 TC 461.00 - - - - - - � Op1 TC 461.006 46799 a TC 462.55a0� � -�0 L - ---• �- J, RE&1RFOUNO 463 I PROP CURB INLET \ �-6�'466.08 \\ \ i / / I//• \ \ I TC SAWCUT \ Q60 �\ /� RIM_459.57 - 455.49 TC 461,37 TC 460.00 \ �>`♦ SAWCUT 66 / / O oTC 465.3 / �__� _�j BLOCK WALL (TO REMAIN) v ��_; \\ 1 EM .I � 459.27 6% �ENTR ff S/GN OP.20, c ' LOD LOD LOD LOD LOD LOD LOD ; -- LOD TC� 4S o \ W� 'r- •,� VA i �SAN RY SEWER � i �� rn�� N_ �� _ / - _ / A6EMENT / T� EB EM EM EM o AA �� O O C • 1 459.31 5. _77s / � • / � j0 I T 40 �: ,. 459.^79 I �- `. K' � -F; ji •�_// �� / 465 /4 01 Oo �R=460.15 \TC 466.00 465.88 Y I 0 =1136 20 » \ HC PARKING S/GN _ _ L-95.88 » _.�1��5 po / TC 465.92� 1 CHB_S44'05 30 E PROPOSED BLOCK WALL - \ ` RE2 STAURA462.2,1 225 SFNT 462.59 1 MT GA465. 5X Oo^ / \ FFE 466.10 o TC 465.77 1-5TORY B Ij1 y9Z5� BUILD/NG E TC 465.97 / 1bb66 \ \ \¢66 LIMITS OF� o MATCH \ / O^ G ±465.20 TO G 461.10 DISTURBANCE E \ i / TC 466.10 .1 TC 465.90 46186 I TC 461.60 0 465.31 \ ___ RI GE W47TRES5 IWO" v/LD BIRDS VUS/C & ARTS" RADIO SHACK" STARBUCKS" � G UNLIMITED " (NO ADDRESS POSTED) 11516 11520 N70 1 NAIL FOUND \� sr6sr• G�G� TC 465.3 / / \ Op 8 o TC 465. 9 r #1500 I ` ` `, 36*1912 �Y 0.26' -�-G- C 465.50 #1510 TC 46 .00 S40 32 58 W \ l \ 465.11 / MATCH EX. / 465 \\ 0 , _ PROP. G ±465.15 / / \ \ 3.00' SAWCUT /•'\W�r TC 5.30 TC,4 5.62 G 466.10 180..1' COLUMN (7YP) o \ � � � FF- 466.08 °8' �r C 465.28 TC 4 5.65 G 466.00 I o 9 Q . G 464.7� OOl - i - ------ .\ \ i -4 r_1 FI LOF 0 3 TC 4 .20 / 0 466 -' -- C 465.15 L / \\\\ 1 ` I `"C 463.16 / L _ G 4 . 6 TC 465.90 TC 465.96 TC 465.95 \ S/ G 465.20 s 68 646551 / G 465.06 v o MATCH EX. / G 46.3.001 1 I TC 46567 TC 465.16 G 465.15 J TC ±465.90 / i TC 46-123 -549 27'02'E ` �'463.10 � o / I �, TO 465.24 \OD / TC 465.06 / 12 G 4G85 TC 465.67 G 465.31 / 62.92 o LIMITS OF d //_ /' T 4 .1 !••LQii • TC 465.59 N�LO WORK C 65 0 r PROP. y i of ¢65I SAWCUT +464.22 0464.75 TC 464.94 / + / I OH `v OH OH OHS- OH OH OFi /H- OH OH ON OH 10H- -OH- -cam 0464.89 \\ TC 464.96 _ WRONG WAY SIGN \• • \ / -*MATCHEX. • TC ±465.00 C 462.O, ', ' TC 462.42 0.1 » _ - S23 _ '10 33'E _\\ 461.04 ------ -------------- _ _464.03\ 64589,9 P.O.B. TC 462.28 '�-------- - ---- -- T 0461.90 W' 11) iI TC 465.05 TO 465.46 0464.96 SERI VOLE TRAIL -U. S. RTE. 29 VAR/ABLE WIDTH RIGHT-OF-WAY ASPHAL T PAVED PUBLIC ROADWAY as -UH OH -SOH �H- � T/ 64.98 T2 46591 o --- -- ---------------- _ MATCH EX. TC/G ±469.45 0� ------------------------ -- -- ----------------------------- - ---------------- - ----- 9. 4664 r i r r r T ___T r r r �_ �- ZotT - - - Luu \\ TO 467.53 -- - TC 469.57 PROP. \\ G 466..91 G 469.Os SAWCUT \ \ 465.02 \ 22 \\--- OH 0//- -0H OH OH OH OH \ 0 OH -OH--OH� OH- 0 46534- 0 464.79 TC 465.49 \ Ta 465..09 _---------------------- ------------------------------- S40'35'07„W -------------- _-S3420'407_ 24.94' IG 4 7.76 'LOD '7 91� °d S1 > 08'15 »W :Oo RAATru cV 15.58' ±469 W J O m REVISIONS REV DATE I COMMENT ^DaawN BY' 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 T IIIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONST'RUCT'ION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT m 29TH PLACE DRIVE T HI]I U LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBElMIARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com ml OF V RVAN YAUMR y .p Lic. No. 0402056625 0X* 6/18/2020 - NAL _ SHEET T"IT'LE: GRADING PLAN SHEET NUMBER: C-401 20 10 5 0 20 1 "= 20' REVISION 1- 6/18/2020 boa&I � \ \ 01 GAS LINE PER UTILITY 5 IN- GRATE INLET UARKOUT (SEE NOTE 5) RIM=466.17 /NV462.17 E� \ TRANSFORMER ON CONC. PAD E APPROX. LOCVEPCO EASEMENT \ \ D.B. 388 PG 172 LOT 147 i PARCEL Y f BEM/(MAR SHOPPER WORLD `� E� \ 0. B. 769 PG. 298 \ D. B. 15 PG. 627 \` \ / / \ LANDS N/F NOS N/F \ / \/ \ / / BARMY G. DOFFLEMYER, NANCY L. OOFFLEMYER, GENERAL PARTNERS \ SHOP EMS' WORLD, D. B. 3360 PG. 736 D.B. 1552 PG. 528 \ \ TM 61 U-01-14 s 1 20' UTILITY EASEMENT s o TM 61M-12-1C2 �� - PER REF. 6 / / ZONING.• HIGHWAY COMMERC/AL � y o F, ZONING.• PLAN ED DEVELOPMENT SHOPPING CENTER D.B. 540 PG. �62 p`9 PRESENT USE. DOG GROOM/NO AND BOARDING \ ENT USE.• SHOPPING CENTER / p FF- 470.18 AEA: 260,529 S.F. OR 5. 991 AC. EM I / o GRATE INLET W R/M=467.28 /NV466.33 36' SERVICE OR/VE EASEMENT WATERLINE EASEMENT / / / �0' / \ D.B. 889 PG. 476 6" T.C. O.B. 1938 PG. 112 '� / D.B. 545 PG. 631 jGe Al D.B. 596 PG. 512 / Gi ��\�- �._ \ \ \ / / / \\ / D.B. 994 PG. 50 ` \ ��>-5AN. UH `c, \ � / / R/U 464.12 O 0 �ps M R/U 467.45 \ F / \ INV A 443.87 \ \ PR/VATS SERVICE EASEMENT �e 1� INV A=464.15 / / INV B=445.72 F INV C=459,J1 D.B. 884 PG 50 / INV 8=461. 98 \ EB EM A A I' DIA. EB B \ GRATE GRATE INLET EB B S ��s \ \ R=35.00 / \< / / 10' UTILITY EASEMENT n RIM=467.51 A 8, \ SAN Q=43'39'56" / S / D.B. 400 PG. 122 Q tiv /NV A=465.81 �'o \ B _ ;URB INLET ` / N 0 INV B=466.. 61 \ - L-26. 67 / R/M=463.72 �E rrATE INLET h PHONE BOX �\ CHB S1429 35 W / _ / INV A_446.97 � i A/ 457" �� CHD=26.03 �,� INV B 445.6' ' � INV A_447.42 / -SAN UH � Q �F GRATE INLET A / r. INV B 452.59 / RIM-457.98 3" D/P soh R/M=466.84 \ 0 \%- /, -- _� �� \ INV A=452..71 INV A=466.17 // \ \ 48" STORM �` /NV 8=447.44 Q STORM MH nF INV 9=465.09 \ � � � � RIM=467.46 �� LoW� PROP. LIMITS OF DRAINAGE EASEMENT \ INV C=450.2> F /\ / ��. ` CUT D.B. 2110 PG 31> INV A=461.54 �' \ �✓ / 72"STORM ORA/NAGS 00 ISTURBANCE -I B INV B=462.96 EASEMENT �l o I \ \\ D.B. /L1938 PG.U1�2 / \ D.B. 2110 PG. 0 1 ^ / ._ - �- _ Sp' _ \ S2. COL LION (IYP) CP - F \ T . / ` 4$�_�_ B SC 8„SAN 42 R =-- I\\--- A \\\ \ ` �- - - - - - - 42" RCP 30' ACCESS EASEMENT \ \ / / ° a DO�o� _ CURB INLET \\ \ \O D.B. 547 PG 87 \ \ �O ♦ O` / / J - - - • ,J� REBAR FOUND RIM=457.62 \ // / ♦ / / /• ' \ I PROP �\ �, �U/rG h42_,- INV=448.04 PVC@1..1LF4"r-•--•--•--•--• \ \ \ I P45,9.57 VC @ 1.05% \ \ - - • - - • - I SAWCUT \ OD \ \ b \ R/M=455.49 /INV.= ter? _ INV.-- 461.90 \ O� SAWCUT 461.70 o �� C/0 / fr==== i C/0 _ �O A j ✓S #ML -76 INV.= ��\ i \ • 1 APPROX. LOC. U.G. WATERL/NE \ O f ROP 1500 462.30 p, GALLON �. 6b < �( ENTR4NCE 51ON IrPER REF. #3 (NOT FIELD ♦ROP. 20' EASE TRAP W_ _ \\ \ ♦SAN RY SEWER /�•(s' LOD LOD LOD LOD LOD LOD LOD OD EASEMENT/co PROP. ELECTRIC LINE PROP. 4" PVC EXTENSION SAK LATERAL TP DINV.= 462.50 SEE NOTE #1 PROP. 81.2 °LF 4" HC PARK/NC S/GN � __ / \ / /y 1� ,� / / PVC @ 1.05 /° S 0 co PROPOSED BLOCK WALL / r' \ / / r RESTTAUURANNT 2,225 SF APPROX. LOC. U. G. 4" GAS >-STORY BR/CK�BLOCK 9111MING LINE PER REF. #4 (NOT E/ \ / 14,366 S.F. SEVERIFENOE 9)F/EL\ / LIMITS OF/ E/ \ ISTURBANCE Oo / oa �LOD j LOD� I � • EB r EM EM i .<p � hTOP �S/GNJ I0.5" W GAS EX/STING WATERL/NE I CONNECT/ON TO BUILDING I f -G-G�G�-G E/ \ , ♦ / MATTILD BIRDS WU51C & ARTS" RAD/0 SHACK"' E 500 AMC"/NC" UNLIMITED" (NO ADDRESS POSTED) 11516 WRONG WAY S/GN 1 G- - 11510 / INV.= PROP. / 460.85 \ po SAWCUT /• \ / CIO 6 10' ELEC. EASEMENT \ • \ / / \ \ FF- 466.08 180.1 ' AND.B. 561 PG 81 08. r n. \ \ �•. /\ \ PROP. 6.3 LF 4" INV.= PVC 1.10% • �� 460.20 PROP. 24.9 LF 4" \ @ D_ APPROX. LOC. U.G. TELE. O PVC @ 1.00% ' - - L/NE PER UT/L/7Y U,4RKOUT IrLOD L (SEE NOTE 3) SL ,I C/o o441B5 INV ""�LIMITS r • 12 457.9,5 460.45 �3 \ ♦' \ I FPROP LOW-LO WORKOF C \ . SAWCUT to UP #UK--58 AMFOX. LOC. VEPCO EASEMENT / �I D.B. 999 PG 172 I A22 STARBUCKS 11520 4N (7YP) ♦ I' -OH Oj,, I,,, -OH OH ON- -OH- OH' OH OH- -OH- O 12' 012 B _ ° _ _S40 :35'07"W 3 _ _ S23'10'33'E 2.95' fit -11 -w/ V£R/F/ED, SEE NOTE J/ -R=460.15 0=1> 5620" L=95.88 CHB=S44'05'30 "E CHD=95.71 6'19127V 0.26' PK NAIL FOUND 540132 58 "W 3.00' ___--APPROX. LOC. U.G. 2" GAS 0INF RER/F/ED,SEE 0 E )T F/ELD S49 271021E 62.92' 30' VEPCO EASEMENT D. B. 889 PG 183 uH / _-S3420'407_ 24.94' P.O.B. /`COD >5.58' r:0 � \-P.O.B. STORM MHJ 16' PROP. R/M=465.57 INV A=454.57 SAWCUT CURB INLET \ R/M=467.47 �'c� \\ UT/L/7Y EASEMENT NOTES: WV 9=459.19 /N11=46287 \� APPROX. LOC. C V/RG/N/A D.B. 400 PG. 122 TELEPHONE & TELEGRAPH C01VIDANr 1. CONTRACTOR TO TEST PIT EXISTING SANITARY CLEANOUTS AT Z D.B. 419 PG 404 10' UT/L/7Y EASEMENT BUILDING FOR POTENTIAL TIE-IN POINT. CONTRACTOR TO D.B. 419 PG 435 D.B. 400 PG 122 CONTACT ENGINEER PRIOR TO MAKING CONNECTION. SEVI VOLE TRAIL -U S. RTE. 29 0 25O 2. A NEEDED FIRE FLOW VALUE OF 1925 GPM WAS DETERMINED q89' VAR/ABLE WIDTH RIGHT-OF-RIAY PER THE ISO GUIDE FOR DETERMINING NEEDED FIRE FLOW. 1� � ASPHALT PAVED PUBLIC ROADWAY E 3. AVAILABLE FIRE FLOW WAS DETERMINED TO BE 1223 GPM PER A HYDRANT FLOW TEST CONDUCTED ON 5/27/2020 BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED RESTAURANT. LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. W J 3: m e� �44 UO REVISIONS REV DATE I COMMENT ^DaawN BY" 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 T IIIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. ROVAL IT IS NOT INTENDED AS A CONST'RUCT'ION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE T HI]I U LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARREN`ON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com , p►LTH OF . V RVAN YAUMR y .p Lic. No. 0402056625 0X* 6/18/2020 - NAL _ SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-501 I20 10 5 0 20 REVISION 1- 6/18/2020 "SHOPPER D. B. 15,E ZONING.• PLA HC PARK/NC S/CN WALL \ U. G. 4 " CAS\ REF. 14 (NOT SEE NOTE 3) \ \¢6 5 / APPROX. LOC. �EPCO EASEMENT G. 17DB. 382 LOT 147 \ �6 / / BERKMAR \ E E D.B. 769 PG. 299 ° ,�' %'� LAi1�QS N/F / / u/ / / I, ARRY G. DOFFLEMYER, y1 4NCY L, 00ffL£MYER, GENERAL PARTNERS \ !�' / ' !� n �9. R 3361 kvPG 736 20' UTILITY EASEMENT / f' c t TM 61 U-01-14 PER REF. �6 / / ZONING.• H/GHWAh\COMM£RC/AL O.B. 540 PC 462 / ; PRESENT USE. ; DOG GROOMING' AND BOARDING I t r r \ o WATERL/NE SEMENT / ;' / -_/ \ 96' SERVICE OR/�E EASEMENT 0B. 999 PC. 476 —D.B. 1938 PG 112 / / / / j O.B. 545 PC 631 I \ j O.B. 596 PC 512 O.B. 884 PC. 50 ti 0 PR/OATE SERVICE EASEMENT / 6 � _ - D.B. 884 PG. 50 r I / X. PERENNIAL & SHRUB BORDER a ca TO REMAIN (PANICUM SP., ILEX GLABRA� o LIRIOPE, ROSA) a / I 10' UTILITY EASEMENT \\ O.B. 400 PC 122 I CVO 3�� _v ` p PAS C� 48"5TORM �\ 311 O z9. 2110 P MACE EASEMENT D.B. G. _ LO LIMITS OF 72' STORM ORA/MACE q _ ISTURBANCE --- EASEMENT-0 D.B. 2110PC 07 (2) EX. 6" CHIONANTHUS VIRGI C S / / �O 00^ / / •_ _00 '� ---_ 1 / O REMAIN / �' �E oo i 4 12' /� � OD _ k \, EX. 4" LAGERSTROEMIA SP. TO REMAIN __---- — - i -� -----4---!---� — \ 'r' APPROX. LOC. WPCO EASEMENT O. B. 398 PC. 172 \ OH — I EX. 12" GLEDITSIA TRIACANTHOS TO REMAIN z ,50 ---------- EX. ILEX SR TO REMAIN EX. 8" PRUNUS CERASIFERA TO REMAIN 6 JPG J0' L9U/LD/NC SETBACA' — EX. 12" GLEDITSIA TRIACANTHOS- J TO REMAIN SEMINOLE TRAIL -ZZ S. RTF 29 VAR/ABLE W10TH R/G'HT—OF—WAY ASPHAL T PAVED PUSL/C ROADWAY D LOD L �6s BLOCK WALL PTO REMAIN) \ • EM • —LOD 40D LOD LOD ` � , 1-STORY BR/CK�BLOCK BU/LO/NC 14, 66 S.F. 307TRESS K/NG" W9 BIROS MIS/C & ARTS" #1500 UNLIMITED" ENO ADDRESS POSTED) !!f c in 465 AT \ \ dal LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. I HT. CONT. ORNAMENTALTREES CC 10 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY REDBUD 1-1 1/2" CAL. / 8-10' B+B CF 2 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 1-1 1/2' CAL. / 8-10' B+B CV 1 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 6-8' HT. B+B SJ 4 STYRAX JAPONICA JAPANESE SNOWBELL 1-1 1/2' CAL. / 8-10' B+B SUBTOTAL: 16 EVERGREEN TREES IXN 3 ILEX X'NELLIE R. STEVEN' NELLIE R. STEVENS' HOLLY 6-8' HT. B+B SUBTOTAL: 3 DECIDUOUS SHRUBS RK 44 ROSA'KNOCKOUT KNOCKOUT ROSE 18-24" HT. & SPREAD #3 CAN SUBTOTAL: 44 EVERGREEN SHRUBS ICHG 10 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18" HT. & SPREAD #3 CAN IGS 10 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" HT. & SPREAD #5 CAN JPG 6 JUNIPERUS PFITZERIANA'OLD GLOW' OLD GLOW CHINESE JUNIPER 15-18" SPRD. #3 CAN SUBTOTAL: 26 ORNAMENTAL GRASSES CKF 16 CALAMAGROSTIS ARUNDINACEA WARL FOERSTER' FEATHER REED GRASS 2 GAL. CONTAINER SMN 53 SALVIA'MAY NIGHT' MAY NIGHT SALVIA 1 QT SUBTOTAL: 69 NOTE: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / �REBAR FOUND R/M 459.57 IN!/ 455.49 APPROX. LOC. U.G. WATERL/NE S/CN PER REF. Z3 (NOT FLELO —EX. 6" ILEX'NELLIE STEVENS' 'EE NOTE 3) TO REMAIN 7 —EX. ILEX SP. HEDGE TO REMAIN --EX. PRUNUS LAURACERASUS HEDGE TO REMAIN SEX. PERENNIAL & SHRUB BORDER TO REMAIN (ROSA, ILEX, CINERARIA, HEMEROCALLIS, AND SALVIA N36.1912 GY 0.26' TO PA' NAIL FOUND a�� P � 3 o aw 10 � woa o� P4 >z ao g'0 0 za mijNw a� F b H P4 a O Via° y� Fa o N m C) ao0 ��_4 DO92P4DO a� 0��W� a� P4 P, e No P4 o w �4 w� .m 100 k� zz o oa s oQ 0 REVISIONS REV DATE I COMMENT ^DRAWN BY„ L81011 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.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR DRIVE PLACE 'v10'J 2 0 CC APPROX. LOC. U.0 2" CAS I LOCATION /I"IF PER REF. 14 (NOT FIELD EX. PERENNIAL & SF{ROB 66FtDtR \\ TO REMAIN (ROSA, ILEX, CINERARIA, 1500 SEMINOLE TRAIL HEMEROCALLIS, AND SALVIA CHARLOTTESVILLE, VA 22901 ' ALBE ARLE COUNTY 'J / �90' tlEPCO EASEMENT BOH LERd / I D.B. 889 PG. 183 EX. PERENNIAL & SHRUB BORDER TO REMAIN (ROSA, ILEX, CINERARIA, 28 BLACKWELL PARK LANE SUITE 201 s / HEMEROCALLIS, AND SALVIA WARRENTON, VIRGINIA 20186 / ]Phone: (540) 349-4500 / Fax: (540) 349-0321 OHS VA@BohlerEng.com p►LTH - --' ------------- --- --- - 0 QO --- ----"- o _------------------------------------------------------- --------------------------- - o ------ --- __------------------------- - ---- ------ ------ ------- ___ _ ------ _ T— T T T j T- -- ,T�--------- -- \\ CC 26 \\ 6' UTILITY EASEMENT APPROX. LOC. C �/RC/N/A O.B. 400 PC. 122 TELEPHONE & TELEGRAPH COMPANY D.B. 419 PC. 404 10 OT/LI7Y EASEMENT EX. SHRUB BORDER D.B. 419 PC 435 O.B. 400 PC. 122 TO REMAIN (NANDINA , JUNIPERUS, ILEX SP.) V R`I'AN YAU-MR 7 .p Lic. No. 0402056625 OiC,tC 6/18/2020 SS/ONAIL - SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-601 20 10 5 0 20 1 "= 20' REVISION 1- 6/18/2020 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 1'/4', WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER'/2' CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A'/4' 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 STAY WRAP PREPARE WI[ PLANTING HOI OR TWICE THE OF THE ROO' WHICHE GR PREPARED S( TREES 1 PART PEAT PART COW MA PARTS T UNDISTURBE SUBGRAD DIG WIDE, SHALI WITH TAM[ TAMP SOIL SOLIDL' BASE OF F 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 00 ONLY TREES WITH ONE MAIN LEADER ° 00 o SHALL BE PURCHASED. DO NOT PRUNE 00 °° ° ° TREE AT PLANTING UNLESS DIRECTED °o° TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE ° OR WRAP TRUNK 0 ° FOLD BURLAP AWAY FROM PREPARE WIDTH OF °oo TOP OF ROOT BALL PLANTING HOLE 6 FT OR ° TWICE THE WIDTH OF 0 0 0o SET ROOT BALL FLUSH TO GRADE THE ROOT BALL; d 0 ° OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES—,3" THICK LAYER OF DARK BROWN DOUBLE 1 PART PEAT MOSS 1 PART COW MANURE SHREDDED HARDWOOD MULCH 3 PARTS TOPSOIL BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR UNDISTURBED RECYCLED YARD WASTE TO BED SUBGRADE _ I I=I I I -I I I AND TILL INTO TOP 6" OF =111= 1=III=III- PREPARED SOIL. DIG WIDE, SHALLOW HOLE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES I -I i PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE PLANT SHALL o� TRANSPLANTED AT THE SF GRADE AS IT BORE IN - NURSERY PLOT PRIOR BALLING AND BURLAPPI 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 OF WELL -COMPOSTED LEAVE AND RECYCLED YARD WASI TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TF WIRE BASKET IF PRESENT. AN AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURL/.. SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. UNDISTURBED SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL 1 II I II I II I II I, ,I I II I II II II I� �I I II TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE 12 I� 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. III —III= 3" THICK LAYER OF DARK BROWN III= DOUBLE SHREDDED HARDWOOD MULCH -I — _ 4"BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED —III- LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. o o C� �4 rya CC ( y CIO � b 0 � P, � P4 cn cn U REVISIONS DRAWN BY REVI DATE I COMMENT -- -- � o Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the Jaw. NOT APPROVED FOR CONSTRUCTION ION THIS DRAWING IS INTENDED FOR ML"!VICIPAI. AND/OR AGENCY REVIE+,W AND APPROVAL,. IT IS NOTINTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE, PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT MAJOR SITE PLAN AMENDMENT FOR 29T HI PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTT]ESVILLE, VA 22901 ALBEMARL]E COUNTY BOHLERI 28 BL ACKWELL PARK LANE, SUITE 201 WARR ENTON, VIRGINIA 20186 Phone: (5 40) 349-4500 ]Fax: (5 40) 349-0321 VA@BohlerEng.com OF V RWN YAUMR - y .p Lic. No. 0402056625 4r �4t 6/18/2020 G``1kI s`S1ONAL E� ST 1EFT TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-602 PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE REVISION I _ 6/18/2020 CC N W Q EDGE OF PAVEMENT OF FACE OF CURB 5 �2 5 )2' 10" SEE PLAN NOTE: 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE WHITE. STOP BAR N.T.S. 0 EO 30" m U LL O w U Q LL LL O I- z w 2 w CL LL O w 0 0 w CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF .5" ASPHALT SURFACE COURSE (SM-9.5A) ASPHALT BINDER COURSE (BM-25) _ 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE q v j-6" COMPACTED STONE BASE (21-A) a TOP OF ASPHALT OR z CONCRETE SLAB W a. o i-III-III-III m 3000 P.S.I. CONCRETE III-I1I-I1 I 1-I I I -I 11-1 �-I � 1-I � I-1 � I ,•.. -1 I I I I -I I I -I I I-1 I I'I -1 1 1-1 I I 't ' -III-III=1.• •• NOTE: lil 1. SEE SITE PLAN FOR LOCATION(S). V-6" MIN. RED'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR 3"x3" SQUARE ALUMINUM TUBING, MEXICALI RED COLOR 8" 0 CONCRETE a - BASE Z C4 STOP SIGN & STANDARD MOUNTING POST N.T.S. FINISHED GRADE 2" VENT 4"INLET �• I o I \-COMPACTED SUBGRADE i0 (PER GEOTECHNICAL REPORT) BOLLARD DETAIL Iva NOT TO SCALE J NOTE: REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLARD MOUNTED ADA PARKING SIGN DETAI �I-ice_ L I1i��1�1 11� ►[N30[91110 ADJUST TO GRADE AS REQUIRED FINISHED GRADE OUTLET NOTES: ti_ ._ram_ • .= �^a NOTES: MANHOLE RINGS AND COVERS `L' � CANNOT BE CCi'11ERED MEND 14" BELI�IM1f THE la Lbk TRAPS SHALL NOT SE LOCATED IN AN OBSCURED BY LANDSCAPING" ENTRANCE, EYJT, DRIVE-THRU OR UNDER PAVEMENT, ETC. '` A MENU BOARD. IF TRAP IS LOCATED IN A "! -I DRIVE. PARKING AREA. IT MUST CONTAIN INLET AND OUTLET 'PIPES TRAFFIC RATED TRAFFIC RATED RINGS SHALL BE SCHEDULE 40 PVC AND COVERS AND MEET H-20 LOADING. AND CANNOT BE COVERED OIL CAPPED. GREASE INTERCEPTOR SHALL BE A MIN. OF 1250 GALLONS. INLET PIPE SHALL BE A MIN. OF 4" IN DIA. VERTICAL PIPE ON 213 LENGTH OF TRAP 1/3 Len OF TRAP 2- VENTS SHALL BE CONNECTED OUTLET MUST BE A MAIN. OF 4" TO THE BUILDING VENT SYSTEM. IN DIA. DETAIL FOR REFERENCE ONLY. REFER TO AUTHORITY HAVING JURISDICTION FOR CORRECT TYPE OF INTERCEPTOR TO BE USED. 1. SECTION SHOWN IS BASED ON THE EXISTING PAVEMENT SECTION FOR THE SHOPPING CENTER. CONTRACTOR SHALL CONFIRM IN THE FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SECTION AND THE SECTION SHOWN ABOVE. lyl►1 NOTES: 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. STANDARD DUTY ASPHALT PAVEMENT SECTION HEADER CURB DETAIL NOT TO SCALE NOT TO SCALE CG-12 A WP-2 DOWELS, 8" LONG I PERMISSIBLE AT 12" C-O 5"FAIN. CONSTRUCTION _ - -`� g•1,11N JOINT , up$. V A- 12�1 MAX. 3 WITH BUFFER STRIP RAMP RAt�1P {SEE TABLET [SEE TABLEI�TRANSETION GUTTER PAN SLOPE A TO .20:1 THROUGH RAMP LENGTH - -- -- GUTTER N"x' TRANSITION PAN SLOPE TO 20:1THROUGH RAMP LENGTH GUTTER PAN MAXIMUM $LOPE 20=1 12�1 MAX. �. ;7A � 5"-0" MIN SHAPED MATCH FACE 'WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB a8 1 20=1 48 .1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 2 lfa 4611 MAX., 2'MIN. SECTION A -A SLOP � sL�e LANW 48,1MAX �L.O3 � DETECTABLE WARNING SURFACE PERMISSIBLE CURB �^ CONSTRUCTION - JOINT CROSSWALK fFA% 5 Ok - SECTION B-B GRASS CURE CONCRETE hJC}TES1 ONE DIRECTION ONE [DIRECTION WITH BUFFER STRIP 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP SEE SHEET 1OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUT7ER PAID SHALL BE A MAXIMUM SLOPE OF 20-1 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. _ TYPE B PARALLEL CROSSWALI< C� CROSSWALK 12=1 MAX Z 12�1 MAX N APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 F - "S 7 2 5 B 3 5 9 4 B 12 5 FO 15 6 14 15 V00T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204,03 04/19 A PERMISSIBLE CONSTRUCTION JOINT 5' MIN. L II CROSSWALK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DR4AAWINpGpISRO�N�FILE + IN 9HE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE YY1"111dVING SURFACE REFERENCE TYPE B (PARALLEL) .APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 CO-12 5 DOWEL, 8" LUNG >� 122" C-C 01 10� B MAX 5' 5' TRANSITION GUTTER PAN SLOPE TO 201THROUGH RAMP LENGTH '1RANSITION GUTTER PAN SLOPE GUTTER PAN MAXIMUM SLOPE 20=1 TO 20:1 THROUGH RAMP LENGTH 8'-G" MIn_ 4'-0" Min. BACK OF CURB 12,1 MAX, 48.1 MAx. 20 F TMIN. SECTION A -A. PERMISSIBL E CONSTRUCTION JOINT SECTION B-B NOTES, 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE SEE SHEET 1OF 5, 2. THIS DESIGN TO 13E USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (V WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM 'CURB RAMP LENGTH a FEET FOR NEW CONSTRUCTION, 3, GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING- , 4. DIAGONAL PLACEMENT IS NOT PERMITTED D 6 C TYPE A WITH BUFFER STRIP TYPICAL OE TACK COAT THE PROPOSED 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) L4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE EDGE OF EASING PAVEMENT (AS DETERMINED IN FIELD) iWWA CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE --------------------------- 777 COMPACTED SUBGRADE CONSTRUCTION JOINT OETAIN REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO A13UT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES, 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH Of 1 I/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. S. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. ,EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 31'5.05(e) OF THE 'SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAdGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(�a) OF THE SPECIFICATIONS. "BRIDGE PAVEMENT WIDENING ROAD 14'O ICE ST,AI+pytDg SHEET 1 OF I RE'VISIDN DATE 303J04 VIRCV OEPARTMIEWr OF TRAOSPORrATI= dI-I 1/, SEI'TION CA`:T IR1-.N - I%z SECTION STEEL 2,_7„ NOTES LUGS TO BE I r - �r/ '. I 7r1 " v 2IJ�"' x 11 " �.. -_ ..... _.. A A CAST WITH COLLAR A `a ..�- 10'-4"' LONG � - DEPTH O NLL I M2 1 U ❑L IPIUff" UN PLANS. FOR DEPTH GREATER THAN TAR'USE STANDARD DI -AA 2. THE " H" DIMENSION 'SHOWN ON THE STANDARDS AND SPECIFIED ON THE: PLANS 'L WILL BE MEASURED FROM THE INVERT 4F CAST GALV -QNE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT PLAN `H SIONS E APPROXIMATE ONLY FOP, ERUCTURE, STIMATING t OPTIONAL 66 + WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RBS BRACER 43.6 LBS I CONINECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3, WHEN SPECIFIED ON THE PLANS THE LUGS ,CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS. W 2, 7•, cri,'.,.� INCIWa NTAL TO THE SHAPING IS TO IRE I TINCLUDEC IN THE BID PRICE FOR THE 4'-2- x 11/a LUGS I STUD SHEAR STRUCTURE, PLAN I_ 12 `T�2" _I 4. IN THE EVENT THE INVERT OF THE CONNECTORS (GRATE REMOVED) - BOTTOM PIPE IE HIGHER THAN THE SEE DETAIL Ate-' BOTTOM OF THE STRUCTURE, THE INVEFt- OF THE STRUCTURE SHALL BE SHAPED __ �%.. WITH CEMENT MORTAR TO PREVENT SECTION 6`B STANDING OR PONDING OF WATER IN THE hRMSHING AND STRUPLACING ALL MFATERIALS ST OF UNCIQENTAL N DOLLAR DETAIL 1, MIN RAISED TO INLET SHAPING IS TO BE INCLUDED L TIERING IN THE BID PRICE FOR THE STRUCTURE, 2' DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS `5- STEPS ARE TO BE PROVIDED WHEN H IE CAST IRON ONLY W-O" OR GREATER. FOR DETAILS SEE EXAMPLE INSTALLATION METHODS - DETAIL 8 STANDARD ST-1, SEE PLANS FOR LAYOUT 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A�v PLACE 4'-2" HARDWARE 2--6` I 7. *4 X D SMOOTH DOWELS AT CLOTH T'`3" SEE DETAIL B APPROXIMATELY 12"" C-C TO BE 2'-7" PLACED IN ALL AREAS ADJACENT Y 4'" DEPTH AGGR_ ,e-„ TO A13UTTNJG CONCRETE TO PREVENT �4 #k B, 078 OR = SETTLEMENT. IN LIEU OF DOWELS 4i I�i w w ,ra'a #8 x 6'" WIDTH N A 2"X4" NOTCH MAY BE PROVIDED_ IL as �, ' z a - _ - ~ SEE STANpAfID T DI 3, 4 FOR V) p a �� s 3" DIAMETER ALTERNATE DESIGN- N (}, Z r-OLLAR - WEEP HOLE �I a SEE NOTE 8 HAHNL)� a - 8, 3" DIAMETER WEEP HOLE WITH 12"X12" a 12„ ri PLASTID HARDWARE CLOTH 1/4" MESH - - - - OR GA VANIX D sTEE WIRE MINIMUM TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. REFERENCE CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 12"-15"-18" OR 24'' WIRE DIAMETER 0..03', NUMBER 4 MESH ��, K s+ ? I HARDWARE CLOTH ANCHORED FIRMLY N o o T �� •� 1� u TO THE OUTSIDE OF THE STRUCTURE. Q ' g d � � � � � � � � � � � � � 9. CAST IN PLACE CONCRETE IS TO BE TYPICAL PLACEMENT � '�, a a � �, � CLASS A3 (3D04 P513. PRECAST AT INTERSECTION CONCRETE IS TO BE 4000 PSI. WITHIN CROSSWALK 111 ' 2'I L 10 ANY ALTERNATE METHODS OF ANCHORAGE (WITH BUFFER STRIP) SECTION A( -A 1 ! I MEETING THE APPROVAL OF TIE ENGINEER SEE DETAIL B �� MAY B€ SUBSTITUTED FOR THE CAST IRON CONCRETE QUANTITIES FOR Ia U DEPTH Lucy AS SHOWN HEREON. 14VE>❑T 12" CONCRETE PIPE 1.440 CU. YD. CONCRETE APPR4AST IRON WEIGHT 15 CONCRETE PIPE - 1,528 CU. YD, CONCRETE 11f*^' 1 I" CAST IRpN 11. DUMP NO WASTE DRAINS TO WATERWAY ROAD AND BRIDGE STANDARDS 18" CONCRETE PIPE - 1,620 CU Yp, CONCRETE I GRATE 363 * 18 LBS LETTERING IS REQUIRED ON ALL 01-1 24" CONCRETE PIPE - 1620 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAY REVISION DATE SHEET 2 OF 5 SECTION C-C SECTION 0-U VARY BY MANUFACTURER. 04/19 204.02 ADDITIONAL ONALL FUOOTDOr DEPTH. GRATE DETAIL 11T (`� SPECIFICATION 'STANDARD DROP INLET REFERENCE ROAD AND BRIDE: E STANDARDS >HELT 1 OF 1 REVISION DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 10' 104.Oi VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SPECNICAT" REFERENCE �\o o aw � oa wo r� 013 � ao ern g 0 0 b P K�C UU om o_ ® o oW az= U ��-0 ohm aw© �o ��'D s� rn � < �o b �m mm oLL 01 � ao z- b 10 Im .1 ffi REVISIONS REV DATE C'OI�TI'dT1ENT DRAWN BY 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 ll L'NICIP I. AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29T HI PLACE DRIVE �[°�- RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBS LE COUNTY BOHLER// 28 BLAC]KWELL ]PAID LANE, SUITE 201 WAR]REi"�'I ON, VIRGINIA 20186 Phone: (340) 349-4300 Fax: (540) 349-''03211 VA@BohlerEng.com OILTH OF , V RWN YAUMR - y .p Lic. No. 0402056625 �0Xt 6/18/2020 IiT FT T1TT E: CONSTRUCTION DETAILS SHEET NUMBER: C-801 GREASE INTERCEPTOR DETAIL N.T.S. D i REVISION 1 - 6/18/2020 DUMPSTER ENCLOSURE EXHIBIT 4"x4" WOOD POST 8'-0" O.C. 1 "x6" WOOD SLATS 2"x4" STRINGER-7(VERTICAL) (2 TYP.) 0 co FINISHED GRADE 1=1 I I —I I r:l —I 11' '' I I•. I I Z 11=I I 1- .1�, 9 .I 111= - N 1 11= CONCRETE BASE - ^ L1 El11 11 U: 11 0 11� I I-11 ' : —I I -III -11= III; 1_. — NOTES: 12"0MIN. 1. ALL LUMBER TO BE PRESSURE TREATED. 2. USE 6"x6" POSTS AT ALL CORNERS (ANGLE POINTS). BOARD ON BOARD FENCE DETAIL NOT TO SCALE BOARD ON BOARD FENCE TO BE INSTALLED AROUND THE PERIMETER 6-9" 5'-9" 5'_9" 6-9" OF THE ENCLOSURE O O O O C.0 O O O O O 2'-0" 6-0" 6-0" 6'-0" 4'-6" 11 11 11, a a w w z ~ J W � w p O 3' 9 11/16" 2'-3" 2' 0" 2' 3 7/16" O w z U = U o O w Z (�j J W W z L —1 L U I� 64' 18'-0" 23-0" CENTERLINE TO CENTERLINE DUMPSTER DETAIL NOT TO SCALE W J 0 m REVISIONS �a wo o� zN Qo K 0 00 01 om y N DWN BY REV DATEDATECOCOMMENT,,..RA_,..._...... � o Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the Jaw. CONSTRUCTION THIS DRAWING IS INTENDED FOR ML;NICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29T HI PLACE DRIVE THRU LOCATION 15010 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WAE RENTON, VIRGINIA 20186 Phone: (540) 349-4500 ]Fax: (540) 349-03211 VA@BohlerEng.com Op UTIVIC17 .p Lic. No. 0402056625 k�Xt 6/18/2020 G``1kI s`s1ONAL E� SHEET T1TI E: CONSTRUCTION DETAILS SHEET NUMBER: NOT TO SCALE 4 C-802 REVISION I e 6/18/2020 September 2019 Typical. Traffic Control Shoulder Operation with iffinor Encroachment (]Figure TTC-5,2) NDly S Standard 1. For required sign asserrr''blies for multi -lane roadww'ays see Note 1, TTC4 Guidance 2. Sign spacing should be I30W-1500' for Limited Access highwvaus. For all other roadways, the .sign spacing should be 500-800' where the posted speed limit is greater than 45 mph, and 350-500' where the posted speed limii is 45 mph or leas. 3. iPren work- takes up part of a large on a high volume roadway vehicular traffic volumes. vehicle mix, speed and capacity should he analyzed to determine whether the affected lane should be closed. Unless the lane encroachment anallllsis permits a remaining large width of 10 jeer, the lane should be closed. ff the closure operation is on a Limited Access highway, the minimum large 1,vfdth is 1 I. feet. 4. The ROAD WORD AHEAD (W20 1) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning slaty prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating, in the caution mode, or at feast one high - intensity amber rotating, flashing, or' oscillating light shall be parked 80' - 120' in advance of the first work crew. 6. 'Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. 'Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating lights, 7. Taper length (L) and channelizing deAce spacing shall be at the following: Tape Length L Speed Limit (mph) Lane Width (Feet) Remarks Speed Limit mph Lane Width Feet Remarks 9 10 11 12 9 ID 11 12 25 95 105 115 125 L-S2VV160 50 450 500 550 600 L=SW 30 135 150 165 180 L=S2W/60 55 495 550 605 660 L= SW 35 185 205 225 245 L=S2W/60 60 540 600 660 720 L=SW 44 1 240 1 270 295 1 320 1 L=52WI60 E5 585 650 715 780 1 L=SW 45 405 450 495 540 L=SW 7�0 630 700 770 840 1 L--SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, a 750' shifting taper for posted speeds a 65 mph and a 10001' shifting taper for posted speeds > 65 m h.2 Shoulder Taper - I/, L Minimum 8. C:hannelizing device spacin„. shall be at the following:. Channelizin Device Spacing Location Spacing Speed Limit mph Location Sparring Speed Limit (in h Location Spacing Speed Limit rn h) 0 -35 36 + D -35 3€I + 0-35 36 + Transition 20' 4D' Travelwa 40' so' I `Construction Access 80' 120' `Construction access spacing may be increased tG this distance, but shall not exceed one access per'/. mile. 9. On roadways with pared shoulders having a width of 8 feet or more, thannelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way.' 10, The buffer space length The buffer- space length shall be as shown iu Table 6h7-3 on Page 614-5 for the posted speed limit. I I. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 12. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision t - 41112015 2: Revision 2 - 91112019 Septemb-CT 2019 4$ Z2 Shoulder Operation with Minor Encroachment (Figure TTC-5.2) 500' + G20-2 (V) 114lgo 11-17 W J h� I� V1 W g 0i P-� *4�� a4 P O P4 Cn b U i� REVISIONS DWN BY REV DATE CO�Y11bIEhIT ,,.RA._...._...... Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 10EGIVIVINNIM CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS CONSTRUCTION DOCUMENT UNLESS INDICATED PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 1 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29T H[ PLACE DRIVE T H RU \ 80'- 120' LOCATION SHADOW VEHICLE MIN REQUIRED1500 SEMIINOLE TRAIL TNIA OPTIONAL CHARLOTTESVILLE VA 22901 SEE NOTE 11 9 ALBS LE COUNTY 1 ILLUMINATED FLASHING AMBER (CAUTION MODE) 0 TYPE BORC BOHLERI SEE NOTE 10 28 BLACKWELL PARK LANE, SUITE 201 .0 _ WARREiNTON, VIRGINIA 20186 Phone: (540) 349-4500 ]Fax: (540) 349-'0324 SEE NOTE 7 VA@BohlerEng.com CHANNELIZING n- DEVICES SPACING pLTH Op SEE NOTE 8 z SEE NOTE 2 Q � V N YA R y RIGHT SHOULDER VV21-5aR .p Lic. No. 0402056625 CLOSED SEE NOTE 2 �% 6/18/2020 RIGHT SHOULDER CLOSED W21-5b R MEAD SHEET TITLE: SEE NOTE 2 ROAD MAINTENANCE WORK '" OF TRAFFIC DEAD PLAN 1: Revision 1 - 41112015 2: Revision 2 - 91112019 SFIEET NUMBER: C-803 al REVISION I - 6/18/2020