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HomeMy WebLinkAboutSDP202000027 Plan - Approved Major Amendment, Final Site Plan 2021-01-04� 1 1 Niel 1 42 1 0ma I 421i I 'FAR 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 am 29TH LAC DRIV THRU 11�101"-1&1111 two" IN AM MR CHARLOTTESVILLE, VA 22901 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA W E pQ D Z S � 1 • 1 1 1jjr1 1 11 ? a I ;tC R 1 r i WN��SYe Unlga �� �" �4 0 ;Seminal/P�� �s� tz S. amp Gt Q o� q 7� lay i; NEIG ram:. 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RYAUGER@BOHLERENG.COM 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 uT�LlrrEs ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT q , PLANNER/ZONING ENGINEER ceo -y INSPECTIONS cpe -f-/ .-,)- p ARB e pP -G/ DEPARTMENT OF FIRE RESCUE Cpj - q -9-( ALBEMARLE COUNTY SERVICE AUTHORITY c eP --Ll -.;1 J VIRGINIA DEPARTMENT OF TRANSPORTATION CHAP F9 —.2- � o a M0 0 J Z O O U v z O � � O O LU ti z LU L.L.I O C7 Z = z cn U w m WC)�UUi� (9 Z LI W 5 W - U' Z 5F L11 � � 8 z � W Q Z 0 LLJ z °- uj Q�J�p CnQZ_Q "u5 ao 00�0---z�� U z U p W ao (n L U Cn < z 07 f ado it a U �o L1 F-' U) 0 s m o� U O LL ZO 4 O S.2 0a O O low � C K O Z REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY COMMENTS 3 10/20/2020 ADDRESS VDOT COMMENTS ]DBR 4 11l30/2020 APPROVAL 5 12/21/2020 SIGNATURE SET �m 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY B uAmh'H L E R I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com OF ���pLTH L I V RYA YAUGER .p Lic. No. 0402056625 �0i0t 12/21/2020 �NAL SHEET TITLE: COVER SHEET SHEET NUMBER: C-1 00 REVISION 5 - 12/21/2020 0 z W C9 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 EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, 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 MIDST 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 E OF RECORD AND D D ARMLESS THE ENGIN ER I DEMNI Y DEFEND AN HOL H OWN RISK AND, FURTHER, THE CONTRACTOR MUST N F , 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 P NITIVE DA AGES TORT DAMAGES I ACTIONS PENALTIES EXPENSES U M D GAIN T A Y D MAGES INJURIES CLA MS FROM AN A S N A 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 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 E T D T TON AND TRENC ING PRO EDURE AND WOR . RESPONSIBILITY FOR 0R AS R LA E O EXCAVA I H C S K 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) I. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. 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. BL R TE ST PROVIDE A 36-INCHES MINIMUM WIDTH 48-INCHES PREFERRED OR AS B. PATH OF TRAY L ALONG ACCESSI E OU MU E 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 DEMOLITION 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 PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER , THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST 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. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLL CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X 131. 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 O PEE HE ONTRA TOR M ST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST C M L T T C C U D D OLITI N PERATIONS AUSE. THE CONTRACTOR IS E PONSIBLE FOR RETURNINGALL AN EBRIS WHICH THE DEM O O C R S 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. LI HTING NOTES Rev.1/2020 G ( ) 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. 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. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.55 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCES) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, E PORARY FILL AND SOIL STOCKPILES. T M 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 PLANS) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES (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. 14. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER AND ITS EMPLOYEES, PERSONNEL, THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL REFERENCES INCORPORATED BY CODE). AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER FOR AND FROM ANY LIABILITY TO BOHLER ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING 2• H I T N S OM Y WIT ALL A PLICABLE CONTRACTOR RE UIREMENTS INDICATED IN THE PLANS T E L GH LNG CO TRACTOR MU T C PL H P Q , RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR IN L D G BUT NOT I ITED TO GENERAL NOTES GRADING AND UTILITY NOTES SITE SAFETY AND ALL AGENCY AND C U IN L M , PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST GOVERNMENTAL REGULATIONS. POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT 3. THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC). OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. I L S B TION AND FAILURE TO COMPL WITH THE APPROVED DESIGN. UPON COMPLETION AND IN MPROPER IGHT DI TRI U Y FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY 5. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW A117.1-09. 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER FOR ALL DEVIATIONS WITHIN CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM 7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. UTILITIES, OR OTHER STRUCTURES) 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 n ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. p 0 a N 0 .. oF_ 0 a F5 O z �0 0 �0 w o2 .. z w W v �"__ (� z � u) z W( w m 1� iE0-0J� c�zww`n>w m Z z�(91=0�� w ¢ = w z �>zUwcnO o �� c�i»¢¢caO- z)�wz�=I__ ,aaf U�� QIF-p aW a o p Ur O u� 9 aa® a � � n ¢ � > F_ .} U 10 o �m VR oLL �0 0s 00 z� oQ 0 IS REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR VDOT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR 1) 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 THI5 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 S/ TE PLAN AMENDMENT FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY L I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com A, p� `� w v 'P N YA R .p Lic. No. 0402056625 �� �Qi(► 12/21 /2020 �ss ��`% ��NAL'� SHEET TITLE: GENERAL NOTES n ,.A SHEET NUMBER: c-1 O 1 , �-W-�( REVISION 5 - 12/21/2020 PROPOSED EASEMENT LEGEND SI 1 SIGHT DISTANCE @STORM I DRAIN — SANITARY SEWER I WATER -� PUBLIC ACCESS — COMMON SHARED IE INGRESS EGRESS P-� — PUBLIC UTILITY VA VARIABLE WIDTH S STANDARD DRAWING LEGEND STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET LIMIT OF WORK LOV4--LOW-- LIMIT OF DISTURBANCE LOf3--LOD FOR ENTIRE PLAN SET AC ACRES EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ADA AMERICANS WITH DISABILITY ACT e _ ONSITE PROPERTY LINE / R.O.W. LINE e ARCH ARCHITECTURAL BC BOTTOM OF CURB - - NEIGHBORING PROPERTY LINE ! INTERIOR PARCEL LINE - - BF BASEMENT FLOOR BK BLOCK — EASEMENT LINE — — BIL BASELINE BLDG BUILDING _______—_— SETBACK LINE BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CONCRETE CURB & GUTTER CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE SPILL TRANSITION COINN CONNECTION DEPRESSED CURB AND GUTTER COINC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE WITH LIGHT DEC DECORATIVE POLE LIGHT DEP DEPRESSED DIP DUCTILE IRON PIPE TRAFFIC LIGHT , DOM DOMESTIC ELEC ELECTRIC 0 UTILITY POLE 0 ELEV ELEVATION EIP EDGE OF PAVEMENT TYPICAL LIGHT ES EDGE OF SHOULDER ACORN LIGHT EW END WALL EX EXISTING —�— TYPICAL SIGN -- — FES FLARED END SECTION FF FINISHED FLOOR X PARKING COUNTS FH FIRE HYDRANT FIG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) — —170 — — ------------- 169------------ CONTOUR LINE 190 187 GH GRADE HIGHER SIDE OF WALL TC 516.4 OR 516..4 SPOT ELEVATIONS TC 516.00 TC 0 IBC 516.00 515.551 MATCH EX j518.02±)GIRT GL GRADE LOWER SIDE OF WALL GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY LABEL SAN e HP HIGH POINT STORM LABEL V HOR HORIZONTAL HW HEADWALL SL SANITARY SEWER LATERAL 31- INT INTERSECTION INV INVERT `y UNDERGROUND WATER LINE �y LF LINEAR FOOT E UNDERGROUND ELECTRIC LINE E LOC LIMITS OF CLEARING LOID LIMITS OF DISTURBANCE G UNDERGROUND GAS LINE G LOS LINE OF SIGHT LP LOW POINT OVERHEAD WIRE —OH US LANDSCAPE MAX MAXIMUM T UNDERGROUND TELEPHONE LINE T MIN MINIMUM UNDERGROUND CABLE LINE C MH MANHOLE MJ MECHANICAL JOINT - — — — — — — — - -- — — — —_ — —- STORM SEWER OC ON CENTER PA POINT OF ANALYSIS S SANITARY SEWER MAIN S PC POINT CURVATURE � HYDRANT � PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PII POINT OF INTERSECTION O SANITARY MANHOLE -.` r O � I``-/; POIG POINT OF GRADE /I__1 (\p ) STORM MANHOLE ��� PROP PROPOSED PT POINT OF TANGENCY ®M WATER METER ® PTCR POINT OF TANGENCY, CURB RETURN WV WATER VALVE ® PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION GAS VALVE PVT POINT OF VERTICAL TANGENCY ICI GAS METER ® R RADIUS RCP REINFORCED CONCRETE PIPE TYPICAL END SECTION RET WALL RETAINING WALL RNV RIGHT OF WAY HEADWALL OR ENDWALL �OR� S SLOPE GRATE INLET O SAN SANITARY SEWER SF SQUARE FEET CURB INLET o� STA STATION STM STORM 0 CLEAN OUT 0 SNV SIDEWALK TBR TO BE REMOVED O ELECTRIC MANHOLE O TBRL TO BE RELOCATED O TELEPHONE MANHOLE O TC TOP OF CURB TELE TELEPHONE EB ELECTRIC BOX EB TPF TREE PROTECTION FENCE TW TOP OF WALL EP ELECTRIC PEDESTAL EP TYP TYPICAL UG UNDERGROUND UP UTILITY POLE MONITORING WELL W WIDE W/L WATER LINE TEST PIT— W/M WATER METER ± PLUS OR MINUS BENCHMARK oDEGREE BORING O DIAMETER # NUMBER Submitted. b Y Bohler Engineenng VA, LLC- Ryan Yauger P.E, Date: Z _ . ._ �y"�M Email Address: ry p4ger,phohjereng,corci Phone: (540 349 4500 Address: 28 Blackw1.ell Park Lane, Suite 241, Warrenton VA 20186 Project Name: 29th Place Rte # 29 Locality: Albemarle County Description of Project: The existing 29th Place shopping center I.s located along Seminole Trail (US Route 29) in Albemarle County, Virginia, The purpose of this project is to modify an existing commercial building, install a single lane drive-thru,'close-off an existing right h entrance along Route 29, and modify an existing full -pavement entrance along Berkmar Drive as a right -in, right-,Qut movement entrance. The site's Parcel ID is 061W-01-00-01500. The project is anticipated to be completed by May 2021. VDOT District: Culpeper Area Land Use Engineer: Adam Moore, P.E. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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). :R a o 0 R oS �o U a� � g g W wo W z W w (7 1­_ 0:� z�zcn0 w� w W~OWE a� (D�U—U� mN cDzWW�jW L:W�U) z>-( i= W Q= p W z .89 a <W-j<U) O�zp> Wz r— a � z�W� U can ag �azo 0 z 0 W H o� �o U) m o� U � o� Qo Ns wa 00 LAJ2 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR VDOT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR m 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/ORAGENCY 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY B oAmh'H L E R I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com pLTH OF cz o� V 'P N YA R .p Lic. No. 0402056625 12/21/2020 ss�oNAL ECG SHEET TITLE: GENERAL NOTES AND LEGEND SHEET NUMBER: C-1 02 HA REVISION 5 - 12/21/2020 Q APPROX. LOG: U.G. 4`-\ e Iy ,J �\, \ 466.50" GAS LI;YE PER UTNLT/Y \ �5� te� GRATE- /NLEr MARKOUT (SEE NOTE 3) ` \ �' RIM=466 /7 n \,/ E INV=462.17 %TRANSFORMcR ON G'oNC PAD-�APPRO r LOC. NEPCO EASEMENT \� , D.B. 38qPG. 172 LOT 147 PARCEL Y _ „SHOPP£R'.� kVORLD" _ ,'' V___. f \ yg / / 1 1 / / f D R. 7h PG. 2c f' D. B. 15�' PG. 627>` I� T f ! ND - N/F 14R/ Y G. DOFFL£id4YcR, '�IA/ �Y CJ495 NOF�F_/£r G£NF!r'aL P41?TNz�n'S \\ R 330,PG. 736 n, 1.J92 PC 52 1 __ � - Q�� \ � \ 20' UT/LILY EASEMENT / / \ 1/ % 'IV T/11 61 U-01--14 TU C1AI-12- I C2 1k. <- . ', PER REF. 6 / to // /' ZO/+✓14.- H1GHG1/.4 Y'`C0A1,VCRC/AL ZONING.° PLIJrV' £D D£t/ELOPr�i'€NI SHOPP/NG C£NT£R I"\ '` \ 0..8. 540 PG. �62 �/465.04 / \p0�°/ j `� G 462.91' PRESENT US£. ;DOG' GR001AIi1(G AND BOARD/NO PR ENT USE-SHOPP/rVG C£�IT£R I/- Tc 46338/ , FF 47018 AI £A: 260,528 S f OR 91 AC. 0 CONE / '` \ '`. \ +46672 / MOOD LANDING �o. / / / / \ > LID _ / GRATE /iYLET- . / L W �' 91:1=4572 a e / rrl / `` `\ ,1 (0 / �. .`\ 1 1rYV 46633 \ / , / / Z, 0.9 SERV/CE OR/VE EASEMENT �... �, . , WATERL/NE EASEMENT , / �, / � O,B. 889 PG. 476 '%G• / r D.B. 1938 PG. 112', / / / � "� � D.B. 545 PG. 63> , _ --- G D. B. 586 PG: 512 Cyr,,.`''- - I TC 463.36 1 D.B. 884 PC 50 c9s 6452.88 G1 ( \ , ; '\ \ `�' ��; �'� �SA;Y, MH T ; ` `` _ ' I '1 �1, O D 4-SAiV. /AH / / / RJI/1-46412 = I ' �� _ , n , c , , `� /NV A=44J87 ; . , PRIVATE SERVICE EASEMENT , Q \ _ RIAI 457, 45 \ \ / Q = ' / / I Jr�1V 8=445.%2 \i / h' \ _ ' D.B. 884 PC 50 ' ,{ J JNV A=46f 15 ,, / INV C=459.31 I\ , \� INV 9 461.68 , ; �c'y ; :v / It 414 GRATE EB - S --- - - .'� J / 1 _ \ ' ` /�� - o \ GRATE- INLET - \. R=35.00 C / J _ \ \ ' \ ' v, Q EB =-'. \` SAN I A / \ .`� 10' UT/L/TY EASEMENT v, \ Rlif=46751 ti , A=43 39 56 / - / 5 - / I �_ \ `� `' , ' `sue' 045147 ' JNV A=46581 c:,\ , _- RE&iR r-CURB /NLET O.B° 400 PG. 122 1 / J �v o L-16.67 1 / I \ ���Ocl\ GRATE INL�rJNV 8=466.61 0 \ FOUND / '� RI,9=463.72`\� c, r ,, , TG' 457.8%PHOrYE BOf i3' �Z CXB=S142935 W //!V A=44697 r - . TC4o"0.94 \ R1,41=457.92 l CXD=26.03 �� ��-�_ / �/ INV 8=41,569'- �- \'� G 460.50 \\ JNVA--4474 l SAN. 01Q r �F GRATE /NL£r / / ' / - , ` / /RIM-4�/.98 r3"D/P c• Rlld=46694 r � � '�- � � \„ , y \ \ CONC. bYV A =46617 ' `� <�1 ` ^, L p / 1p' l'9/r'!pN �_ , 48'" STORM \ , IN/ B 447. 44 Q \ ��STEPS-SrORdJ MfJ o�G /r'!Y 8-$6509 l B CO O SETBgC�� �� PROP. DRAINAGE EASEMENT ' - ,� 41/V C=450..21 ��� / � ,' ��' � �'`"---..,�� I SAWCUT LIMITS OF - D.B. 2110 PC 311 ---_._._ 'Y _ \ ��, " INV A=461.54 / ," �O ; /, �O DISTURBANCE �` 8" , , - JNV 8=46296_"� �46. 9 ; 72 STORM ORA/NAGS L 4x _ ,- = �SArJ 1 - I ; A ,, B APPROX. LOC. 10' -\ / / EASEMENT (". �-LOp �� -�� 1 _ _ , -' _ UT/L/TY EASEMENT - `-2110 PC 31 /. '� `D` _ Off+ \ \/ --�\ \ D.B. >938 PG. 112 - . -_ -_.` - t-- ,• s .. � ,_ pw -_... „` ' -_ � � /'E0� COLUMN (TYP) Goo \ 6�.: l�/ SET99C/� 0462,92 �88' - // n / _- �V /�' A 49 CURB\y - o _ _ P°-� _ 'i`'-% C_- - t - � \ TC 467.52� "`�= t ;= �' - - - 42' RG'1' 46733 \\ / �/ c, �, \`"EX. CURB (MR) _ EX. MPSTER (TBRJ.. _ ` ' '+ A A ' ° - JO' ACCESS EASEMENT % i / / �` _ ' J REBr1R FOUND \ a .� �- LO© �_ . ._ . L� - I iv NJM=45761 \\ �\ \� D.B. 547 PG. 87 / / �� �o /// �� / / / / EX. STR/P/NG (fBR) _ ` ' I 11nn^^ qy� / \/ / I / / • -� _ PROP ,� 93`� \� �/ a ,Q -CUirB /rILEr 7 SAWCUT \ Si.92 y R141=45957 ------- \ \\ �r \� / ✓ / /Qpp /�0 / .Y / I I I - ..� - ..� - - . - _ - 1 _n SEX. VOUPSTER (TBRJ �i��,� /N!/=455.49 \\ \\ �� 5Q pF �b /�� , r,lr /• I I P , I I I I - EX. CURB- PROP. ry ,o / / •,, �, / �. / ( I I I ^ ✓ -�'`.I I I / \ I III I I EX. CONC. LC140/NG III I METAL O j \� SAWCUT '� UP ll TRANS: ,11E -76 � c 4 .G � \ 11 � � I '. III I i I I I - � � � f I APPROX. LOC. 10 ! I�..�I I {� / 8 AREA (IBRj I I---1 LAND/NG .�\ - - / r \ SUITARY SEWER / 46 RAMP I 1 \„�G 46344 ( ) W/STEPS \ , \ ' / 6o I I fl BLOCK WALL TD REG1A//J I I APPROX LOC. U.G. IYNAERLINE G' EASEMENT (TO BE ��0 / / 8 �. I C 11 ` 1L _LL I� 465$3 u k -.._L . 'D F `� a 459.27 W/OGNED r / r�f `� 8 a s� ENTRME SIGN PER REF. 3 (NOT FIELD ° \ '� CONC. CURB ti/YO GUTTER RAISED CONCRETE WALKWAY COCONC. WALK '� T 4�9.77 r ,y \ �� t� D.B. 497 P . 19 / Tra- F _ .___._SEE NOTE 3) Y / / a / ao-' o o- o-� a a i a , * \\ a D.B. 536 PG. 24 00 / // /� l.m / �� /�'_'%/'-� _ g' /'�Tl.l / TT % / / / �„ __'_` ° , . ` r = / / O.B. 686 PG. 531 G 465.16 � , /, e, 171.7 � F E,11 i�EX. TREES -EX. /l�WORA/L ONC, STEPS \ 0 $59.J1 ----- - - - \ { �% Ems' `' �' EX. CU �� `/ (TO REMA/Nj / I , \, \\ ��� \ / / / EX. HANORA/L rnAl ,` STOPtY/GN '�� , 1�!C 459�9 tv W' I GL , _--1 .-.� `----�. \ 6 8 ; � 19� � �� C 464.989 I � \\ � \ - ` � � WOOD LANDSCAPE T/ES oC4� `l / / `'r E,(/S'TJ/va d3'ATERLJNE , • ! ,� R=460. J5 , N ` s / / II - \ / r � /�� LANDS N/F coNNEGTioN rr� BurLDiNG I-J15s2o �� 00 /\ � J / / c{?. _ II i r •,,I L 95.88 r „ NG PARJ(/NG S'rcv '� .�66 _ / , / h ; / \ �// fjT - -II o S W29, L C I \ CXB=S44 05 30 £ \\ `a \ /-- ,' / 0'� / \ \ 0 �r / `1 �Y •\ ! CXD=95.7J ��g3 BLocKWALL = _ �` 6 5 /� \ / / \ ` / Ci D.B. 2110 PG. 308 / ,,, / \ , / I / 5 \ II = 0 49223 _ �� TG 462.55 PROP. \ - D.B. 2110 PG. 311 f + sAwcuT,,��� � t?o �' o \ ,/ /� / / 1190l1T==16.9f o 1-STORY BR/CK BLOCX BUILD/NG TM 61 U'01 ''I 5 APPr?oX. LOC U. C 4 " GAS - \\ x' r >4, S.F. 14 . L/rYE P_FR REF. 14 (NOT �-� £ �.��� \\ o ' � � 7.'\ , / J I AREA: 66,601 S.F. OR 1.529 AC. I '\ , FIELD VERIF/ED" SEE NOTE 3J \ S C / o � / ' \ E / I - - - - -II \ LIMITS OF \ / / / EX. PAVEMENT / 6 \461.49 r ' ' Op DISTURBANCE i� / / G 46/.10 \ <\ \\ % r / / EX. CURB (TBRJ II MARKING (TBR) /I I TC'4\6>.86 AC 46160 \ +/ 46�. /6 / r r / + G 465.31Z 465.47 `c / ,// I I o ;yATjRS X/NG"f'/LD B/RDS il/US/C &ARTS" RAD/0 SHACK STARBUCKS _ \ / `, TC 465.35 {jar OQ \\ 8, z /�UNL/M/TED' (NO ADDRESS POSTED J516 11520 , J o , 6sr.'` ` G- ------0•-- ____ \`0 l I / / - 11500 J /! I . NI6'1912 fY 0.26 \ \ + �' \ U / J0�65.35 8 I I15>0 " TO PK NAIL FOUND 465.11 \� / / / �% \ / I JT 465.65 � � ,,, I.\\ PROP. \\\ \ - " f / , I y S40 32 58 W `, I r I 1 COLUMN 7YP , 3.00 10' ELEC. EASEMENT G 46519 \ \ / IJ tI/ FF 466.08 180.1 \ D.B, 561 PG. 81 \ / r \ \ / / / J I I' i J3 ..9' I V �`+\\ / •: % / T . CONC. WALK ,\ - o _ ---- --' ----------- - \ o �\ \ ` •/i of \ / % \C� HC PA SIGN (TBRJ , EAVP , - ------ `, LTI.-1 - -�_- LL- - - I r i\ v, o -APPROx LOC. U. G: 2"GAS 1 = , _ ---� / I) - -- - - - -- - I , , p LINE PL`Jr' REF. 4 AIoT FIELD APPROX. LOC. U.G. TELE- ` J _ _ \ /� . / sY63 \ - -' _ - - _ - - _ `, I �i VER/PIED, SEE / r ' `� `, L/NE PER UT/L/T/ MARJfOUT ► - `� J / COr✓G C R8 11� N GUTTER TC 46595 \ ` SEE JJOTE 3 - JL;,,�G'UR8 `/ /\ / II 465.96 / , , G 46J 16 ( J 3 p>�RA/E /NLE7 I 465.68 G 65.51 \-� ` _ / __ - N; 'p' ,90 \ II I� 1jil I Io % \ G 46J00' (� IC 46J67 \ {`' l ` --- /-' ` sAN. M11 J4 G 465. 8 IJ TC 46J2 .!- _ //YV 441.72 ONC. / _ PAVEMENT RNVz 54.5944 / /NV 6=4$1.85 TC 46 P (IBR,1 I r I S49'27'021£ +463. /D \\ TC 465.24 0 / JNV G 4.51.0E / I �� � , 62.92 12a-- G' 6495 VARJ(/�'iG /Nt� 44� I/ /NV G =49795 \ L� I' 1 I , ' tl + 1J J I PROP. ' l n- - "dd1�L0�Y L LIMITS OF ti ; ! , - - - A� o EX. CURB CreRJ �,�` O WORK SAWCUT - - - - - - - -'I EX. PAVEMENT EX. PAVE,11cNT �85 - - �� E r / C \\ `� I I PROP. "•� MARKING l ' - \\ \ `. - - \�� �F %c •,' / ' 1 - - 112 RCP - - - \\ �.n MARK/NG (TBRJ 1 1 _I -SAWCUT 40"5.02+ `�� ' +464.22 / r6sr. __ I I/' I JO' VEPCO EASEMENT I D.B. 889 PG 18J \\ /'� / +� o I 30'BU/LD/NGSETBACK Io ------- - - - - - - - - - - - - - - - --- `'------------------------�I TC 464.94 F - - - - - - - - - - - - - - - - --=-`------- - - --- - - -- -----I---1 7 - - UP ;�9K-58 '~ 1 ( o E� SST-UP�1L-61 APPROX. LOC. VEPCO EASEMENT I I . ' \ - \ � D.8. T89 PG. 172 I /9 \ \\ r �'(TBR) /I G 464.6746510 \r \ ' - ` ~ " / \ ---0 G1/ -OH- OH (�0H Gd GH-�'� eh - "F�©� OH OH- OH OH tH� OH OH OH OH IHH OH 0 0!I H- -0// -OH OH I = - �`--S34'20'40H£ OH Grl OH 0H ` .�01/ 0H H �� �( of o �6 .98 G rJ65.3 G 64.78 r %0 ` - ` - - : I G 4 498 0 46,4.77 r �II ( / `s �� 24.94 1 CURB 40/0 GUTTER TC 4�4 "" --- -- -� TC .0' 1„ - - I, �, �\ -- 10' PARK/NG ETBACK TL 465 31 �ONC. C RB Yl/Y G'UiTER -- - -- --- TC 465. I\ _- T 65.09 l -- � ,.'; r WRONG ilAY 5/G'N1 4/ ------ -- - ------ -- ----- ----------------------------- - ----- L 12' .� TO 465.21 _r � UP rp!4JL-94 G 4620�1 r 8 462.42 S d2 - e o o p> �G 464.84 • - -5�0. � N -_- '�I - - - - - ... ._ - -__ , `I;•;� _IG 41775 `--- - _ _ S23'JO'33'E / a \ ti l . ----- ------------ ------ --- - _ - --'--------- _ ADD` ' "� - G'T6�25 ' ACCESS" R \ \ a ' -- _ P D.B, \ __- ---- - - _ 2.95 S !- (TeJ \\. ---------------------------------------- - ---- --- -- '' F ` 461.04 \ v� - -��- EX. C RB (TBRJ- �o �� _ ., ~-LOp---------------------- ------------ ---- --- ---- ----------- �SIOP SIGN NO WA6 CON T -- _-'---__ - = - , C. WALK �_ T- T- - r -_T TC 4✓9.48 -----� =--- -- _ ^ a T _ _ _- - - CO- RAM TO BE REPLACED DEP. CURB (TBRJ � ,. 1�-� ""._. _ -- _--- ( J 0 45899 P.O. B. _ - -- -- - - - L_ T -- p _ DEP. CURB TC 462.21I CONG: CURB W/2' G/JTTER I -" -T T-'"`�-T '`-' ! - _ - - - - IC 46951 0461.80 -�� .�Q,�.. _. - Atli - .._ �. . �'I_��\.•-- ST01�if . \ TC 467.5J CONC CURB PY,2' 61J1TER 6464.96 \\ G 466,91 G 469.03 MY-46557 11VYA=45457 oq \\ 6'UTILITYEASEMENT /ATV 8=459 >9 LOVV------L04V--LO LOW--- o \ APPROX. 106' C V/RG/NIA D.B. 400 PG. 122 PROP. SAWCUT TO 028 INLTELEPHONE & TELEGRAPH COMPANY \ EXTEND 8" INTO R/,t1=467.47 D.B. 419 PC 404 ?� TRAVEL LANE IWV=462.8% D.B. 419 PC D. 435 0. UTEASEMENT B. 400 PG. 122 SENINOLE" TRA/L -U. S. RTF .29 og, VARIABLE DY/OTH R/GHT-0E-91Ar NOTES: E ASPHAL T PAVED PUBLIC ROADWAY 1. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH THE OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 20 10 5 20 1 "= 20' a w 0 a 0 w= a U a� o Z r� 0 c� W W ZLUW w a� Uj tD z z cn ww - W 0LU2U� w Uj C� z>-c9i=W�cn W ¢ _ W Z JO J> Z U W W cn¢¢z¢ <o z o La z 0 �o <ow Uz�¢ �� ago &wa ¢ 0 oa U) J 0- a � a f> ULU 0 Asomak ow �m o0 ao oa o. i.a z REVISIONS REV DATE COMMENT DRAWNBY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR VIDOT JPN DER APPROVAL 5 12/21/2020 SIGNATURE SET JPN DER Know what's below. Gall 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 ANDIOR 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY L // 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com pLTH pF L Z v N YA R 7' - .p Lic. No. 0402056625 g 12/21/2020 ``1�k✓ �S+S�ONAL SHEET TITLE: EXISTING CONDITIONS & DEMOLITION PLAN nnn SHEET NUMBER: C-202 REVISION 5 - 12/21/2020 APPROX. LOG: VEPCO EASEMENT TRA11/5F09MER ON COWC.. PAD-\ ` . D. B. J88 PG 112 LOT 147 \ PARC£L Y „SHOPPER'.` NrORLO " / \ D, L 769 PG 288 T� 8 151 PG. 627 � L.ANDa N ` t N£6DDF Y£R, G£N£'dL flRTAJ£iS SIORJG.Fc PE3360 f3 S WORD-L. 61 \ _ _ D.B. 1.552 PG. ,528 _ c�Oti� 20' UT/L/TY EASEMEN�T / \ / ~ ZONING: H/G I U-U'CG4 £Lt'C1A1_ \ r 14 P,/ 61,W-12--1C2 I O.B. 54o PGF462 / `°� � PRESENT USE, 00G GROO111/NG AND 80ARDING \� ZONING,- PLAN D D£VR OPAIENT SHOPPING CDITER \� /Apo—�—= J � f PRF.�fNT USSC' SHOPPING C£NT£R— A1£A. 260,528 S F. OR 5.981 AC. ( \ WOOD LANDING' _ CONC. < ��U' J6' SERWCE ORNE EASEMENT / /�` \l WATERL/NE EASEMENT / / / / / rye / _ /� v� D.B. 889 PG 476 f O.B. 19J8 PO 112 / ��� D.B. 545 PO 6.T/ / \x--- 08 586 PO 512 GV +,�'� �\\\� D.B. 884 PG. 50 50 WM� / .o� �� 09,2 ��1NI \ / / �� / `� E tit, �� / / �1 PRI0ATE SERAICE EASEMENT �; D.B. 884 PG 50 EB EB R-95.00 / 10' UTILITY EASEMENT \\ 1 / / j / / \ \~— D.B. 401 PG. 122 EU A=43 39 56 / \ / L=26.67 \ P1/ONE BOX CHB=SI429'35 "W /7- \ V T ` `\ o� C110=26. 03 ~\ \ CONC. �° \ LO 0 /0 /'ffPkiP TRASH PRO N E NO # �'` - - 48" STORM- \ STEPS / / / .O -° - LO c S,' p, � �� PROP. LIMITS OF DRAINAGE EA�E31NT \ . � -.L SA�O✓CUT D.B. 2110 P J// _ 0 STURBANCE •• �� 72" STORM ORA/NAGS LOD LO 9 "`�~-�,_ '- ''-- `--•._,.-- �- _-_. EASEMENT D -� \\ APPROY LOG; 10, \\ �\ -"' 0GL \\\ UTILITY EASEMENT �/ / \ /D.B. 2110 PG. 3> 0 OD- 0 PROP \ \ D.B. 19J8 PO 112 >� / �O ' / / 3p �� BOLLARD PROP. _ f I `\ \ / / f'p0 CG-12 PROP. 4' ea 25 \ �� SIDEWALK ; : _ \� / o D W 'PROP. PROP. \ - \ �' _ LOADING I PROP. "S�0,, ~'--_- `\ 3 SPACE o + SIGN AND STOP - \ JO ADBS54 PG E874� / j' 3 �< \ �( f `f?6 v , D J _AREA ..' ".�' - . -- \ / \ LOD REBAR FOUND 16 PROP. 4' % �\ PROP. Qo F. PROP. Q ;"Cw�i -' "CURB INLET ,�� CROSSWALK 7 ROP. CONC. LANDING - • CLEARANCE BAR - • - - • SAWCUT \ \ o R/1/=45957 \ / O 4 aR- - • - - • I W - N EX. CURB--_ \\ IN!/ 455. 49 / Xn�� / �Qp ` _ PROP. > > PROP. - �0 7 PROP. PAVEMENT METAL h 01 SAWCUT MARKING LANDING-\�Et - �� - o�d CIO��r� Ar STEPS ° �J / I BLOCK W1ILL (TO R_FIVAIN) % DROP 1500 _ _. _ _ _.._.-., _ o D GALLON CONC. a.b r�/NO GUTTER R-41SEP CONCRETE WALI(WAY CONC. 0, E�"� r` OV O> y-`ErJTRANCE SIGN x \ / ,i ///yEASE TRAP �i �—„7 a9 aao-1 o- / I—r.° -.I%°off 20, � 114NDRAIL ` �\\ _ PROP. 4' (TO REMA/NJ G STOP S/GN o - ` � 0 WALK PROP. PRE -ORDER EX. ,yA,ypRg/L o / / / / j \ O 3 SIDE BOARD (SEE NOTE #1) PROP, 4" PROP. / \ / / �, PROP. BOLLARD SINGLE WIDE HAND RAIL Wm � GG WHITE STRIPE EXTENSION I CANO EOE NOTE #1Y / L4NDS0APE T/ES'27 \��' �PROP. MENU BOARD / I ONE Q=115620" VOO v (SEE NOTE #1) / WAIT L=95.88 1 HO PARX/NG S/C1J - �- / �y / 2 / CHB=S44'05 30 'E 03 0� 5'R / PROPOSED / I r� CH0=95.71 ° RESTAURANT I PROP. - co SAWCUT s� PROP. "STOP" / \ c'c SIGN 12' 1 / L / PROP. "NO LEFT ' C ?, S,T LIMITS OF Q M TURN" SIGN O� DISTURBANCE ° / / I �G 9.05 PROP.WINDOW PROP: / PAVEMENT N O TOJPW NA FOUND PROP. DIRECTIONAL / \� CG-12 >> .. 27.32' SIGN MARKING I! j (TYP.) 6.5'R - 540 3258"W y. PROP. BOLLARD PROP. CG 3 o I 3.00 C10 ( MOUNTED ADA SIGNS MOUNTABLE o CUR 10' ELEC. EASEMENT �\O 9, 4D.B561 PG 8114 P. / ♦ , \ �, PROP. PROP. d p o 0o CONC. WALK FLEXIBLE POST 6 5'R o \ OOl PAVEMENT \ O o D _ - _C1..- — .L7- -- �_ _^ n- _ _ _.__f.J __ _ -- _ _ ~� \ MARKING �� S' �s -� D - - - - _ (SEE DETAIL a ° � — . , SHEET C-802) ,• En" CURB • \ PROP, CONC. C RB V/1 GUTTER PROP. "NO LEFT--,, PROP. 'STOP" CG 12 PROP. TURN" SIGN \\ SIGN AND CI CG-12 / STOP BAR 0/�TT O D v 9.7' o o 67 0 � 5 624.99227 OZ E " EXPA�_�6 12PROP. 1,3 8 8 OF p SAWCUT PROP. oWORK\CROSSWALK WITH PROP. 240SF 0 E.> PAVEI4FNT �. II I� STAMPED ASPHALT OUTDOOR y PROP. h14RK11V6 �\ QK� DINING AREA o SAWCUT PROP PROP. I .18ENT PAVEMENT EMND.B889 PG3 PROPSTOP BAR MARKING MARKING / JO,BU/LD/NGSETBACK (o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l APPROW ZOO 11EP00 EASEMENT , 10' 10' I, D.B. J88 PG. 172 A _ TYP,) \\ Z-rH Off-------0 v// --0 ON OH UH OH -0 0//- '- --OH- - -OH- O)y 0//--UH UH Ufl fl OH UH- UH UH fl H- UH- /�N OH H UH- OH / Ufl N 0 S34 20 40 E R 24° 94' / 10' PARK/NG�E78,46X' COT✓C.C�/RBW/NGUITE�COi✓C. CURB W/AJO GUTTER_ WROW AVAYSIGN t' !' ----- - I Izo 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. 4. VISIBILITY OF ALL NEW MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 5. THE COLOR OF THE MECHANICAL EQUIPMENT SCREENS SHALL MATCH THE COLOR PROPOSED FOR THE VERTICAL SIDING AND TRIM (GREY). LEGEND: MILL AND OVERLAY AREA SITE TABULATIONS: S40'1241 "W1 103.73' _ _ LOp j// + S23'10'33"E �°���� ! O' P.O.B. / � PARCEL ID: 061 UO-01-00-01500 CON 295, ° DO °a S 108'16"W C WALX - Kati ✓� 9D ° / STOP 1 �`"•LOp 15.58' TOTAL PARCEL AREA: 1.53 AC CONC/( PROP. - - ------ 0 5' SIDEWALK CONC. WALK 0 0 9 PROP. ZONING: PLANNED DEVELOPMENT SHOPPING CENTER CG-12 ZMA2001-14 WITH ASSOCIATED PROFFERS --- -- —_ o — -- — — COr�J CONC. CURB W/2' GUTTER EXISTING USE: COMMERCIAL /RETAIL c 6' UTILITY EASEMENT PROPOSED USE: RESTAURANT WITH DRIVE THRU •----y--t0 Lo t0' 0 APPROX. LOC. C 111RG/N/A D.B. 400 PG. 122 PROP. MILL +OVERLAY TO PROP. SAWCUT TO TELEPHONE & TELEGRAPH COMPANY EXTEND FULL WIDTH OF EXTEND 8" INTO D.B. 419 PG. 404 10' UT/L/1Y EASEMENT PARKING: 2 TRAVEL LANE STANDARD TRAVEL LANE D.B. 419 PG. 4J5 D.B. 400 PG. 122 SE/l�l/J9 OLE T)UIL'U. S. RTF A27�I SEEEOSHEET C 8011E EXISTING GROSS LEASABLE FLOOR AREA FOR ENTIRE 29TH PLACE SHOPPING CENTER: 169,649 SF �� h89'2y0 VARIABLE W1,97H RIGHT —OF —WA)" EXISTING SPACES REQUIRED: 169,649 SF X (4.75 SPACES /1,000 SF GFA) 11 A51011AL T PAVED PUBLIC ROADWAY =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) =806SPACES TOTAL SPACES PROVIDED: 807 20 10 5 0 20 1 "= 20' 0 c F 3 O �o oa wz a Mr 0 >_ z oLU w Z w U) �w of ULi z w� a m o� wC7�U�Uw> cOzLuwcn>w w�U) z> c0� �wQ=�wz� >zULuU, o c�i»z : Qi N U) Uz�UI-gyp o0 U) W U) ao© 0oU) U �o W ow u) ao 0 .E <o z� o° o ompmqmr�w< REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR T JPN BR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY IMB3 '000' H L E Rl 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohierEng.com XLTH pF V N YA R 7sr .p Lic. No. 0402056625 �90 12/21/2020 Ss�onIAL���' SHEET TITLE: SITE PLAN n A19 SHEET NUMBER: I y L/ ��4 C-301 REVISION 5 - 12/21/2020 a�3 SE.NINOLE TRAIL -U. S. RTE 29 1 "= 30' 470 460 011i ?43' S/ T NC C GHT DlS q F(NE ti \ EYE HTD lsrgNc E oNF �0 OBJ e in 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SERVWEDRIVE SIGHT DISTANCEPROFILE SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 470 460 0 J OBJ �' 390' SIGHT DISTA CEO\N EYE " \ / 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 BERKMAR DRIVE SIGH'TDISTANCEPROFILE 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. 470 460 � w G 0 0 aN, 'oa X� �a h o o `_ � U (� a i- z 0 0 W w W W U) Z W H � U o� Z � Z (L01 5; Z W I— Ur j �m o� WU�U—U� C7 Z W W W Z_ 5: (!) — W C�f W mN Z F- W Q 2 Q W Z J � � u� `w o" Q 2' (n = Q Q o Q Q Q ¢ O Q Q ((0 U) 0 20 0 Z J O Q (/) �Qz�aQ a�© a'& J_ F- U �o W K out _ m (n U r �- O O Ns oa Uj o< �a 0 z REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR VDOT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR 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 ACONSTRUCTION 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 TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com LTH OF L Z V N Y. R .p Lic. No. 0402056625 4: �oiA 12/21 /2020 �SSZONAL SHEET TITLE: SIGHT DISTANCE PROFILES AM SHEET NUMBER: `yL� r �1 C—�02 REVISION 5 - 12/21/2020 0 ------ -.--------- �`--� -- �`' '�-� / !; ; / / '" • .'YG 462.E 466 56/ Y l Of 141 PARCf"L r RL"RMAR "SIIOPP R'� WG7RLD" D.B. 769 P6: .288 LAMPS NIF ! NOS' N/1� �-' \ . ' / �/ \� �/; '' / / ARRY G DOfFL lY11i `y�1fR SSG\DOfFM YER, GfNf,?1fL PA J'NfRS S` Oi L'RS' WOWEQ, L. 0. PG. 7J'6' 1552 PG 526' , 1�`_ ''� / \ / / j,' / / 1 ;q iif 6 /U.,/ /+ 611d-/2�-10 1 � --_� _` °� \ 'j �o // �10I IN :• HIGHkYA `60Uf1Z-R AL \ " < , \ / / `°/ P,?,C5 "NI USL;'' DOG GROO,�1°ING A1V,0 ROAMING \` s MVING:" PLAN �D DL ✓''LOP / 1 IT SHOPP/iVG CLNILR , ,\ �7465.04 /� '00 r' G 462.9I ; , PR ENT USL:' SHOPPING CLNTL"R VIM , 1 , A 260,528 S F OR 5, 9S1 AC 466.72 / J TC 463.38/1 L I r //A Gk +�0 '� _ ( 1 FEY EB `� •,, ` \ � EB `• \\ ,' S�=�:`•.- i --•��- ``��``=..'"�``i_ i `�s`s' 645147 � � y L=26.67 I `� %r v 1 _ ^s/ / / /- �� \ ` ; �° TO 457.87 h .` �� ;� - scm=51429 35 W / ,�� / ' � ,ETC 460.94 �\ \ / C110=26. 03 G 460.50 ` l O LO PROP 9AWCUT LIMITS OF \ , _ STURBANCE , - Loq Lop ODAW - J N S1 i i i ``• COMMN (7),P) � , ' "'/ tDF TC464.78 `� -�• �'l, / � �' / / o ,. / , `• r `, •� �_ TC 461.68 ,.` TC 461.00 " � ---'- . , � ,1 � / '"---.�':� =•=-� TC 467.52�� G 46733 'yo ; TC 462.55 1 OFT \\�� ' / �/ / // / / / /• \ 46 `'� PROP CUR8 INLET TC 461.49 `t, SAWCUT \ pg0 J R/1/I=459.57 Bd%466.08 INV 455. 49 \\ \ � /' / / ��0 /s / � ' r / • `--- TC 464.10TC 460.00� , PROP. TC 461.37 SAWCUT TIC 460.95 zj� �\ 1 / P' / TC 465.3 7 / L__ BLOCit GY�ILL �TO RE1A/N1 66 �o r- d! _ _ - _......_w. - E;'4 - •�� 459.27 • --oa.. _ - -, / 5�77DYMMOE SIGN TG;� P.20'- j / �. ao-� o- 0 o-i a a a - am 6 r Y,3EWER 777 / 7�-� i777"� 9 777-T / 77�77 ;9 77 i 9' %7" �% ,O 7TT�- \ / / ! SEMENT / �° • y,r ' G 466.10 " 171.7 E6 EM EA1 & 0 ,t166 46' \ G 4,�9.31 Xs;._ \ •, TG' 45979 / STOP SIGN o n 11-1 i U ere \ �j5 l '`' ` -YI . ._ \_\467.,�6' ,'' 465 \ , .� �.. 046695 ` / ; ' /� /gp �Op / / j F� I/ ��- 1g• ,� r `R=d60. >5 TC 466.00 / % ; / I �` 0=11'5620» 465.88 S 1 ) L 95.88 HC PARK/NG SIGrv-- ``-..6 /� •• i CM=S44 05'30"E 3 6 , - 1 ! TC 465.92 ~~ PROPOSED G I462. 3 \ CH0=95.71 &OCX WALL / RESTAURANT / • 7G O // / 2,225 SF 4625S TG� PROP. t MATCH EX. �o // / w I', SAWCUT a , TC 465.77TIC 465.97 / 1BRJC4 66 LIMITS OF �o \ MATCH EX. / / // ` �,4614,9 ,0461.10 \ISTURBANCE \\ i �• / 4665.20 16 // / / TC46610 .,N I TC'61.860 7 465.47 1 j -- � � �Y/LD 8/r?DN NO 1010ESS PDSTEII 1516 �1520 Q C 461.60+ ! 5 4/ TC 465.90 RI GE ' G 465.31 ,\ -- rIJ--- �S 17TREJS IfJNG" 11USJC ARTS TALI/0 SN1CK" S'TAIflUCKS' o TC 46535 1 / \ ONZINITEO ( r ,� ` G TC 465 9 r r 11500 ` ? N361912 3Y 0.26 8 ° / I . 1510 j � _ I a TO PK NAIL FOUND 465.50 TC 466.00 +46511 `GA465.1TCH 5( \ � / 46 PRO�, S40'32'S8"W 0 3.00 P. \\ �j / / ,� , o G SAW COZ01N U / / 1 1 (TYP) / ` a �C' 6.16 465.19 �, \ • \ _ _ TC 5.30 / TCA65.62 ,1 G 466.00 /rF- 46G. D8 i �, ` I •" ' 1 TC46.65 1 Lzz-,/9C 465.28 G 464.73 ' / / _E/ / / / / / / / / / / / / ' ��/�/G' -- _____ I/ ° �\ .I. 6 ,r� o _ _----------- 1-------------- o `` \`�� �` ,. i •// � \r.-� I 1 \\ \ , \ f / -- 466 1 w a 20 ,7. rt' '� '� / \ C 465.15 001 i e \ G 466: 6 TC 465.90 TC 465.99 0 6595 51 , G 463.16 G 465.20 ° ° G 465.68 G 465.51 �� '� � / T � � 465.0' o rr MATCH EX. ./ 0 46J00'Q/ v TC 463.67 o 'v TC±465.90 �� j TC 463.24 I o „ TC 465.16 G 465.15 ° 27 02 E `F463.10 /,' ° Oj / ( TC 465.06 �, ° > % / �, TC 46524 62.92 12 ,//' G I n TC 465.67 ::i��LIMITS '/PROP. - C'`= QI -1 OF ' � SAWCUT ' ! tr " TC 465.59 W'----LOV WORK ' ' o' TC 465.10 `� 'cor P. 465 J , I' PROP. y ., � SAWCUT ' 146422 �`/! 0464.75 / \\ o• TC 464.95 `, _ J - % 1 ; ' % • TC 46494zk� r' \\ 4' / \ I bah �r \ _ -�-�Ufl I -OH UH - H -OH-OH- UH UH UH I 1 r S34 20'40'EZOH ofoff UH -OH UH UH-UN UH o H- ol G46488 MATCH EX. G 164.98 G 46d.G4�s78 24.94' TC ±465.15 646509TC 465.05 rI53 {"JRONG b%AY SIGN- 0 462.0�, 012" 8' o o> \� _ N----------------- - - - ----___------- - �' - --_ TO 462.42 _ _ S�0' ` ,� _ zC 41�'7.76 ___ __ S4 2 - ____ S23'10'33"E \\ / � ° .._ --- '\` ..__-------- +----- - __ MATCH EX. �` G �,�6725 ` TCIG ±469.45 ' - --'------------- _' 2.95 _ - - -F --__ '' �� CO --- -------------------------- --=-=-- __------------------------ --_-__________ =___ _- _ STOP SIGN S15D8'16�W _ ----- 46���---------- g/ 461A4 �� �, '->.....� °> D �- D _-----<---- f�-- Y � o �� MATCH EX. 15.58 -� -�_- ---= j---__-_ - - ..._._.�._.-,,. `' -_ j ' . ° . •° ". .o, _. a � �,._ � _: I > .. r. _ �r - r � - -- TC 459.48 - - ° -�.= ' - r i-�-- -r- -_ -. - ----- J� - MATCH EX. P.O.B. i o _-_- r-- _ - ----- -- - _`--- - ITC±468.75 G 458.99 TC 462.28 _>W ' - _--�- - TC 40., 0461.80 "4'--"C"- ���-��-�-�1 \\ TC 467.53 01691 TCIMATCH EX. 03 G ±469.45 z ��O o kag'25 � 11e G 46� 96 \\ G 466.91 LOVV--LOW-LO LOW-- o PROP. SAWCUT TO EXTEND 8" INTO TRAVEL LANE Sj8VIIVDLR TRAIL -U. S. RTE: 29 OAR/ABLE GYIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY 20 10 5 0 20 1 "= 20' 0 s 0 aw oS �a �a 0 U Z az 0 �� o � w ww w w w z o5 Z Z Z U wpwv�v> d W o pzwwU) z}cD~ w�ln mN 0 mow¢=�LIJ o J>zc)U]U) 8 >Q Z U p Q;o &w© ogc9ccnE� z a J Na F- 1W U) 11. 00 <o w^� 00 o¢ 0 z REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN COMMENTS RTY 4 11/30/2020 FOR VDOT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR 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 ANDIOR 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com NUN OF V N YA R .p Lic. No. 0402056625 ar 12/21 /2020 `k/ NAI. SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 l REVISION 5 - 12/21/2020 !IVY-" V.aT R \ APPROX LOC U. G ,VARKQUr (SEE NOTE 3) � � r Yr 46617 IN% 46217 TRANSFORMER ON CONC. PAD- APPROr ZOO VEPCO EASEMENT \� CEL Y \ / OB. 388 Pc. n2 LOT 147 / PAR _ E- _ ` BERKMAR / "SHOPPER l-YORL D ,�____ �..- E-•-�----`-� / f D.B. 769 PG. 289 \� D. B. 15 PG. 627 / , \ \ � f LANDS N/F NOS N/F- '\ / �/ �'// / / BARRY G. DOFFLE-MYt:R, NANCY L. 0OFFLEMYER GENERAL /PARTNERS G /Z'_P/ US WORL:0, L.C. 1552 PG. 528 f �' f, / f D M 61 U 01 1436 ` \ \ 20' UTILITY EASEMENT ` 6>M-12-i1C2 �� _ `\ D.B.54o PGF462/ `°� PRESENT USE.ZONINGDOG GROOMING AND 1 BOA DZONING: PLAEVELOPMEN/T SHOPPING CENTER ��^ o R /NGSE. SHOPPING CENTER z' �.- - 111 t w' / / f '�o/ Ff= 47018 AEA: 260,528 S.F. OlR 5.98> AC. / p�• _ / / 2 ORATE INLET - /L-=_.� `ro 36' SERVICE OR1VE EASEMENT /NY 46633 / C WXTERL/NE EASEMENT U.B. f 889 PG. 476 6' TC \ � D.B, 1938 PG. 112 , '� / D.B. 545 PG. 631 / 6 °� �` 596 PO 512 / GV ���__ _. y . - .\, l / � U.B. U.B. 884 PG. 50 mac' `, f SAN. GM- R1lf 46412 E �;:-SAN, MH c> PA \ R/M=467.45 \ <^ �? / ENV A _443.87 ��` PRIVATE SERVICE EASEMENT Q� o w - /If l A=464.15 / NV 8-445.72 \ 6 ��� U.B. 884 PO 50 * Q ti '\ / / l INV C=459.31 8=461.68 \ EB Ey A Aa � % g / \ GRAB EB S U �, l / / - '-\ ORATE INLET-- EB '�,, \y SAiV R=35.00 - -L= s I� A f / --' ` �= 110' UT/L11Y EASEMENT v _ t=26.67 I J ` �� IU.B. 400 PG. 122 \ o B \\\ CH8-S14 29 35 W / / A / //�lY A=446.97 G'RA7E IW7 f PHONE 80X / / `' �//,�'��.. RIA1=45792 CH 6.03 �,r� �/ /NV 8=445.69' --- /NV A-44742 1��. GRA/F INLET A �' `` `= I ' J �/E�- INV 8=452.59 3' UfP c R/M=466.84 7 cam. /NV A--466,17 _ /NV f=465.09�-®� / 0 `= 49" STORM STORK MHO \ ,1..L ' - B LO ` PROP. DRAINAGE EASEMENT \� R/f,%4167.46 -/ / -� S� LIMITS OF -�" \ INVA=461.54 �� �� / (� LO CUT D.B. 2110 PG. 311 -___1 .. - STURBANCE 8" �\ INY 9=462.,96 �/\ 72"STORM ORA/NAGS / , LOD` - - - -- _.� 4N \\ / `\ D.B. 2110 PG.M3�T ILO` t``COp``` � APPROX. LOC. 10' UTILITY EASEMENT \ \ \\ D.B. 1938 PG. 112-^\� vw \\ \ 30 AD BS54 PG E97 ,p, f ` / \\ IN � PROP.19.1 LF 4",, � \ OP. Lo / / � Op PVC @1.05/0 � ---•-- --•- --•-•--•I SAWCUT INV.= f "�/ ' INV.=4f61.90 >\ •� 8 C/0 0 �\ < p S S / / O / 1 //II� INV. BLOCK {PALL (TO REMA/N) Q, OP =� \\ \ /RGALLON _ 462.30 RqP. 20 EASE TRAP r- _ I I / � , Y-a�7f -EE�� , 6� / SAS RY,SEWER „.r s - 77 //(]9/ 7% 7r/°� , do- ° ��°9� ° 7'T�iao-i?�l'" ' 171.7 EB EY Ertl EY � �• / / ,, . PROP. ELECTRI E/{ b r� / ' / / EXTENSION C LINE PROP.4"PVC 0 , 4� STOP / 'I!s T SAN. LATERAL C,M - ly o , �INV = 462.50 e /� 0.5' WM OAS SEE NOTE #1 R/ E.Y/.,TINO WATERLII✓� PROP. 81.2 LF 4" CONNECTION TO BUILDING I HC PARKING 51GN ,/ \� / / /�'�� y0; SJ �Q / PVC / PZD ROPOSED BLOCK IYALL RESTAURANT 2,225 SIF PROP. SAWCUT APPROX Z F1UC. 4' MOT045'- £ / !' 4 6 F. UNS LNP_R#4 6S IL ER \LU VERIFIFD, SEE ND E 3j LIMITS OF DISTURBANCE "----G •-•--- _0_ / 1 f / ;, " " INZ0 91ROS 1,YS1C ARTS" t4,910 SHACK" 57ARS' cxs" �1 o co MiUrRESS KbllG , 0'l / / / p(1500 UNLIMITED (NO ADURES'S POSTEU) 11✓16 11520 i INV.= i SAW OP. \\ \ / / / / C/o460.85 / o / .\ \ / � / I _ 1801 COL11,tIN (T/r'j 10' ELEC. EASEMENT ._ / / D.B. 561 PG. 81 / orFF- 46f%US 8 i 'v PROP. 36.3 LF 4" / \\ INV. PROP. 24.9 LF 4" PVC @ 1.10% I 0 _ 460,20 PVC @ 1.00% APPROX. ZOO U.G. TEGE. \ \ -- _ _ - -- -- - LINE PER UTILITY IWARMOUT / - --- - (SEE NOTE 3) I�•-°Ol _ �/ 2Fi5 EI C/o INY �44-441,72 /iVV O'44 INV 6 1.85 o - - / / o 4 / INV 6-451.06 INV 12 / / INV G =45795 46( I Lill A RCP ` UP , /AK-58-4 3 1 ► APPROX. ZOO W-PCO EASEMENT \\ D.B. 388 PG 172 OH Off - OH -OH L0H OH (GH OH O// 011 OH OH OH 1-OH----OH-81,----OH- WRONG WAY 5 /0 II-7 �2.9510'33"E 7�7 .45 IN% 1=4Y 57 IN✓ 8=45919 O LOW---- SENINOLE TRAIL -L/. S. RTE. 29' VAR/ABLE W1,9TH R/GHT-OF-GYAY ASPHALT PAVED PUBLIC ROADWA v OF J �[401 J " C P.0.8. T - T- PROR SAWCUT TO EXTEND 8" INTO TRAVEL LANE �\ APPROX. LOC. C V1RG/N/A TELEPHONE & TELEGRAPH COMPANY D.B. 419 PG. 404 D.B. 419 PG. 435 �6' U11L17Y EASEMENT D.8. 400 PG 122 10' UTILITY EASEMENT D.B. 400 PG. 122 hO QP / l -SAN. MH Q R/1A=45I98 � J 4 452.71 R, IIVV 8=447. 44 Q� /NV 61-0021 Bl 6,, s4N 42 f�CP_ C-- J 42" fi'CP RE84R FOUND G'UR8 INLET R1,Y=45762 CURB INLET INY=44804 RIh1=459.57 INV=455. 49 PROP. SAWCUT OP W/TRANS 141L -76 APPROW LOG: U.C. WATERLINE ENTRANCE 570 PER REF. 3 (VDT FIELD VER1F/ED, SEE l°/OT£ J) R=460.15 A=1> 5620" L=95.88 0118-S44 05'30 If CHD=95.71 '679'/27Y 026, PI( NAIL F011NO 'S40'32'S8 "W 3.00' APPROX. LOC Y0 2" GAS LINE PER REF 04 (I/OT FIELD VERIF/EV, SEE NOTE 3) J ' o S4927102 "E �' 62.92' f SAWCUT 30' VEPCO EASEMENT D.B. 889 PG 183 ui fit(-0 S34201401E -� 24.94' UP 1ML -94 P 1'08'16"W 15.58' NOTES; 1. CONTRACTOR TO TEST PIT EXISTING SANITARY CLEANOUTS AT BUILDING FOR POTENTIAL TIE-IN POINT. CONTRACTOR TO CONTACT ENGINEER PRIOR TO MAKING CONNECTION. 2. A NEEDED FIRE FLOW VALUE OF 1925 GPM WAS DETERMINED PER THE ISO GUIDE FOR DETERMINING NEEDED FIRE FLOW. 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. 20 10 5 0 20 2 c 0 aN o� wo z 10 � og w w ow z w w o Uj Z Z W U u9m W w U C9 U > nN CD zw Ui ~wowW z >- cD o � � J> Z U W� z w U) = � Q m C_ F- m 0 cr-ff_ z < o (D U) U) ct O U) a w o w > n-z`na i& U -o wm ' Z g 0, U o� �o s22 ao Liu a¢ 0 REWSIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR VDOT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR Know whlat's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWI NG IS INTENDED FOfR MUNICIPAL ANDlOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUh1ENT 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 THRU LOCATION 1500 SEIMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTOIN, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com p�LTH 10apF lillu - v RYAN YAL-MR - 'P .p Lic. No. 0402056625 4 12/21/2020 11 �ss��►NAI. G` SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-501 REVISION 5 - 12/21/2020 Z a W a U cn z U 0 cL a .a a U Q r W U) c� z 0 0 m LANDSCAPE SCH EDULE \ KEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. \ ``. \\ ORNAMENTALTREES APPROX. L06' U.G. GAS L/NE PER UT/LlT/ '90 / \ \ ,' / `\`\ AG 3 AMELANCHIERBX GRAN IFLORA'AUTUMN AUTUMN BRILLIANCE' APPLE SERVICEBERRY 1-11/2" CAL. / 8-10' g+g MARMOUT (SEE NOTE J) % �'�. L -'� /'� / ` e `1 �` /, ` ti _ E \ \,� \ \� CC 10 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY REDBUD / „r \ \ �� , , \ 1-1 1l2" CAL. / 8-10' B+B `r��- `\ CF 2 CORNUSFLORIDA % WHITE FLOWERING DOGWOOD 1.1 1/2" CAL. / 8-10' B+B C4/ 1 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 106' VEPCO EASEMENT �\ \ \ , \ D.B. 38l/'PG 172 SJl 3 STYRAX JAPONICA B+B i E ' / / (�� �% JAPANESE SNOWBELL 1.1 1/2" CAL. / 8-10' B+B Pr'�RT 6,fz _ / �_-3 � i /i/ 0 ' ' ! \'\� RfRA � AI? SUBTo)TAL: 19 "SHOPPER' 'WORL o °' - e c' 0�>, / r / j / O i i Ti! 9 %f 9 PG'. 288 C% I5 PG,S2i / I NOS r'J%F r ARRY 0. 001_fLCUYCR, 'Y/ANC'Y & 90 FL Shl/ ' R, 6ZN�?AL PAi ?,rNE"1?S EVERGREENI TREES G SHOP CRS ✓',/ORLl7, L.0 �" ��' R. J.tJ� PG• ��� IXNV 3 ILEXX'NELLIE R. STEVEN' NELLIE R. STEVENS' HOLLY 6-8' HT. B+B "5281 • `''`� '� 20' UTILITY EASEMENT / `; ' / �%ro � %� � I-�1' 6 /U-O/-~' I 4 l�,J52 /'SG. 1 � , � / \ / ,r / \` SUBTO)TAL: 3 T.�I If % - IC'� _• *� PER REF. ,,yy6 / '/ •✓!IN/1��:° H/GH,Y1A) C01,1A1 RC'/AIL r PLA/1I` L`D OCVCLUPI,ICNr SHOPPING" C"CNTCR / <� 06. 540 Pc. 462 / � PRESENT USE: ; OCIG GROOMIIN5` Af�/D fll�.�RO/NC` �ON1NG PRrr ENI USL • S,'IOPP/NG C'CNTER ;V,r 1 ��, �, `\� / ----_— ; 1 A �. 2,90,528 S,,r OR 5,981 AC: � j/� / /.� \ ♦`N``��' % � z DECIDUOUS;SHRU85 RK; 51 ROSA'KNOCKOUT' r ,o KNOCKOUT ROSE i 18-24" HT. £SPREAD #3 \ ON CAN SUBTOITAL: 51 � ` / 1 W \� / / ' 36' SERI//CE ORl!/E E45EMENT ;YATERL/NE EASEMENT / D.B• 889 PG 476 / EVERGREEWSHRUBS D.B. r r \ 19J8 PG. 112 ` l , / D.B. 545 PG. 01 \ �� OB. 586 PG 512 i G '- - / ,/ > , ,` / ; / ` �� 1 ; ICHCG 17 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 1518" HT. SPREAD #3 CAN G \ , �: , D.B. 884 PG. 50 z ' ' " ' ` i `` /! t I ` 2 0 IGS; 10 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" HT. SPREAD �' �`�"'�, �---- ._ �, / _ 9:5 #SCAN �� t �� \� / ,�`. JPG) 6 JUNIPERUS PFITZERIANA'OLD GLOW' OLD GLOW CHINESE JUNIPER 15-18" SPRD. 93 CAN ` i ; / l I / 1 ' SUBT07TAL: , 33 PRIOATE SERVICE EASEMENT , D.B. 884 PG 50 tEB �rJ \ j r ` ✓ ' � I ORNAMENTALL GRASSES &PERENNIALS X• PERENNIAL &SHRUB BORDER �` �` -� r TO REMAIN (PANICUM SP., ILEX GLABRA \ \ - �` �,EB LIRIOPE, ROSA ` `~--� ,'� ' CALAMAGROSTISARUNDINACEA'KARL �. - ♦I / / \ _ i CKF= 21 FEATHER REED GRASS E® �� \ , / �� , / , /O' UT/CITY EASEMENT c� FOERSTER' 2 GAL. CONTAINER /= '~ l `" 08. 400 PG: J22 , SMNV 53 SALVIA'MAY NIGHT' MAY NIGHT SALVIA 10T PNO//E BOX _ �� / -■�\ \ ,r \ / , �_r `�= -.\�'- w 'C' �► I'\ _ ■ �j _ �—� ', \ \ SUBTOTfAL: 74 �` v.♦ \ �, ) %f % / \; I ,rvCo 48' STORM ETBgC OR4/NAGE EASEMENT , - /, /• >_ �` -- � ; LIMITS OF D.B. 2110 PG: J// ` - --- �,\ ` ,' �� NCO p _` STURBANCE �= 1`�-� � 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO `♦ / 72' STORM OR,4/N4 / LO " / ., - , EASEMENT ��'� , I REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF APPROr LOG. JO ---" �,r D.B. 2110 PG 31 ;� p f: Y `C00 ` -,i `- - r TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED \ \ ♦ �/ CJT/L/TY EASEMENT , r� / / - COD MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE \ _ �_ Y - COD' t� r i PLANT. (2) EX. 6" CHIO A �HU TO RIEMAIS, `� \ t G ,-COLU.JN (TYPE � , \ / ' ' - _-- \ J0' ACCESS EASEMENT / J /�/ / / I O° \ 4 ��� \ `\ " ' `y\ --� i` .1 \\ \� D.B. 547 PG: 87 /% / ti0 f \ F/ 6. >♦♦� qs4 -e I� LOD 6 � / / / h1�0 , 7 REBAR FOU/ND 46 •-- p /NLE7 7 -� `<♦ \ R6 � y v R131 4 455. ` 9 NN \\ / L01 \\ , / L APPROX. LOG U.G. EYATERLINE \\ �� ENTRANCE S/GN PERNOT FIELD \ CSC\ / j o-� o 0 o-� a a a a0 a o �L ��/F SEE NOTE /� --�, SA %Ti©r ?T'r� �TT� g %�i ,%. i'7%%%%i %-TT- i / /Jr' / /r� j _ ., , EX. 6" ILEX'NELLIE STEVENS' ♦`. '` \\ I '•� / / v/ / ME f -/� /i I 171.7 EB E1 E,6f E,rl A o I \ TO REM IN 1 ---- - 'A / rPROP ELECTRIC LINE _ r \ N 6 / \ �� EXTENSION G STOP)�SJCN ,o , / 1 IG� ; . � / ��O / / j� j � j � toCGAS' \ 111 ` r ���s ,''/ `'' � EX/SIi/�✓G frIATERL/NE � � I� \` � \ �/ 4 / r ; CONNECTION TO BUILDING /{ 116' PAR✓(IVO SIGN ` • R6d 1 �:<</ / ��� t'•\ ♦''�-.--_-----___ t- PROPOSED l� \ /VALL \ R80 // RESTAURANT �J • I,` '` \ ,I • ° a� / \ DO \! 2,225 SF \I 2 , X. ILEX SP. HEDGE S gym° EX. e ULMUS PARVIFOLIA \/ • I CF \\ +, TO REMAIN TO REMAIN sa ' U.G: 4" GAS s\. ~' \\ ' \ 8 / / NE/GNT--1S9 1-STORY BRICK�BLOCk BUILDING� I EX. PRUNUS LAURACERASUS HEDGE REF 4 P✓OT EX. 8" ULMUS PARVIFOLIA \ C / / 14 66 S.F. �, TO REMAIN ' ( \. TO REMAIN \ / �\ � / 5_E NOTE Jj \ S LIMITS OF- �� DISTURBANCE i� / / \` O £ \ \ j \ " EX. PERENNIAL & SHRUB BORDER A �°EX. 8" ULMUS PARVIFOLIA \ \ / \ ti/� / / RIDGE b I \ �� TO REMAIN (ROSA, ILEX, CINERARIA, �T9 REMAIN // csSS IS'/LD B/�05 W09C &ARTS" RADlO SNACX :STARB006' N. - p HEMEROCALLIS, AND SALVIA `rtd �y 0-- a �/ _ - L--___ 0_:__.-•. _ ��o / \ j j / , I J500 U/"✓U / �D (!✓0 ADDRESS POSTEIII I516 151"0 /� I J %__ . �' p NJ6'1912'W 0..26, TO PW NAIL FOUND EX. PERENNIAL & SHRUB BORDER // 465 / / , \` IN TO REMAIN (PANICUM SP. CALAMAGROSTIS SP., LIRIOPE, ROSA) 10' ELEC. EASEMENT \ / / 7+' / , a FF 46fi OB t / 1801, D.B. 561 PG. 81 / , / / ;' /'i ` _______ _ / �� 39' 1•' ' _ _ \ ,� EX. 12" GLEDITSIA TRIACANTHOS � ✓/ l \\ �'� � ' ' ' ° r- o Y'AVtp , _________ l / CC. \ TO REMAIN -% \- I' _ -� _— �� \ . ` Ll '" '---1'3-'�� _ __ 1 — C!_-. , APPRG2X. LOG. U.G. „ rAS P LINE PEI? REF. Al 4� Nq7 FIELD RENNIAIL \ ' •� 01 '� i ( - '. (• EX. PE&SHRUB BORDER EX. JUNIPERUS SP. ,` \� o,> TO REMAIN TO REMAIN (ROSA, ILEX, CINERARIA, 77 ,( -. -`c \\ 0 A . v • ( / ` i HEMEROCALLI:S, AND SALVIA * / D ,`♦� 12' /' / ---- / ICHG ' " n _ /� I / �, ♦ %� / • - - - OlLOIN LO LIMITS OF - - i - _X 0 WORK EX, 4" LAGERSTROEMIA SP. 3✓' - 465 TO REMAIN I - E - - - - - / \\ / RKO 9 sr6s ♦'` CKF 5'6 •, __�, I JO' W-TCO EASEMENT �, - / ' D.B. 889 PG. 181 ♦� - - - _ - - • _ 30' BUILDING SETBACK o _ - - / ` • I - - - - - - - - - - - -------------------------- - EX. PERENNIAL&SHRUB BORDER F -� - \ c / ( TO REMAIN ROSA, ILEX, CINERARIA, _ - ^ f • ( APPROX. LOG. VEPCD EAASEMENT63 I I I HEMEROCALLIS, AND SALVIA / /`/ . _H D.B. 388 PG 172 \\ ii' 22 \ I I z I I / ;��, ,` 0l/\' �� — . SOH -- �� OH Orl- 6f 0 - OH Of! OH OH 0 Off-o;\- OH 0H-- }!0 0H OH ON 10H ON -Oil- 0/f- OH Xyc rd - r r '` „_'-- - _.— - __`_ _-..1—_—._-----_._-_.__ __ O� D \ �---• ♦y •-•-----------•-- •--.-----.-_---------_•-_ - __--__-__-. --._M -__ -_� - .--__ _._-- _-_•-_ -------------- O� r', C�-_-•...�_-.-_- — cD"`�-�-------- - - - ------------------ srUP srGN — �.- —= '-_=------------__'--- `,-------------_ ----- `, _.. -- -. \\ ..o �o " '<"` --_ b- � �•a -,,,, • •1 a .r - '` '.-.-. ' • r Nil- 10 EX. ILEX SP.- ICHG TO REMAIN O0I-----001 001 OOI------G l \\ 6 3 EX. 12" GLEDITSIA TRIACANTHOS EX. 8" PRUNUS CERASIFERA 6 \\ CC AG TO REMAIN TO REMAIN JPG r 6' Ul/L/TY EASEMENT 53 L041�------LOW---- RKO LO*— \r APPROX. LUG. C V/RG/N/A ..B• 400 PC 122 EX,. 12" GLEDITSIA TRIACANTHOS SMN TELEPHONE & TELEGRAPH COMPANY TO REMAIN D.B. 419 PG. 404 /0' UTILITY EASEMENT EX. SHRUB BORDER D.B. 419 PG. 4J5 D.B. 400 PG. 122 SEMINOL �. )MIL - J . S, RTE �Y TO REMAIN (NANDINA , JUNIPERUS, ILEX SP.) 0 � I LEI / V, L, _ 5 VAR/AR''E WIDTH RIGHT—OF-WAY ASI'fHALT PAVED PUBLIC R0,4001v 20 10 5 0 20 1 "= 20' w 0 w o� 3'a 80 F- °rl � LZ z �o � u.l og w o Z o Wz 11J Uzi:�L u1OU� Dm o LLJwQ)�Lu oN J :> z U W C) ID U) =) :E < � O�WzI-I �a oy° z 0 2: z. Q— qwo J ~ ULU �z �o z0. EL 0 'do m~ 00 o< Uj ¢¢ 0 REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 AR VDOT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR --A Know winars below. Calla 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 ASACONSTRUCTION DOCUMENTUNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D•: 1 PROJECT; MAJOR SITE PLAN AMENDMENT 1. FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMIARLE COUNTY BOHLER// 28 BLACKWELL. PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4600 Fax: (540)349-0321 VA@BohlerEng.com p►LTH pF L N YA R q .p Lic. No.. 0402056625 �oi(� 12N21 /2020 �ss'f®NAL E�G� SHEET TITLE: LANDSCAPE PLAN ,. /) A SHEET NUMBER: C-601 REVISION 5 - 12/21/2020 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: 9. PLANTING THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE: ROOT BALL PRIOR TO BACKFILLING. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY THE PROPOSED LANDSCAPE, AS FISHOWN ON THE BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE E. FERTILIZER FOLLOWING PLANTING SEASONS: 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT, 1 TO DECEMBER 1 WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'/a", KOELREUTERIA QUERCUS VARIETIES WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER'/z" CALIPER OF TRUNK A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP V OF PREPARED SOIL ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING, ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. TO PREVENT SHOCK OR DECLINE. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30, PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER, THE USE OF WATERING BAGS IS RECOMMENDED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR PERIOD OF ONE (1) YEAR FROM APPROVAL OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. DO NOT STAI WRAP PREPARE WII 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 TAMI TAMP SOIL SOLIDL' BASE OF F DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX:- 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 113 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ONLY TREES WITH ONE MAIN LEADER 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 o °e 0IV�I° U 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 i °o 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 •....I AND TILL INTO TOP 6" OF I I � I- PREPARED SOIL. I = — 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF III=� 1 I PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8-12" REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 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 [a101149,L�e3 71a1m 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. f , •: f MINIMUM 6" TOPSOIL EXISTING SUBSOIL .I i t-1 I M I_I�'.�, � I �� 1�;=� •�'��_5 �� i i'� i :; I-i';..,..,;'. I I I TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS ° ° o o 4°0 DO NOT WRAP TRUNK ° ° REINFORCED RUBBER HOSE (1/2" ° ° °° ° ° ONLY TREES WITH ONE MAIN LEADER SHALL BE DIA.) PURCHASED, DO NOT PRUNE TREE AT PLANTING 12 GAUGE GALVANIZED WIRE GUYS TWISTED ° UNLESS DIRECTED TO BY PROJECT LANDSCAPE 2" DIA, HARDWOOD STAKES 213 TREE HT. e ARCHITECT ° 2 PER TREE SET ROOT BALL FLUSH TO GRADE OR EXISTING GRADE SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. PREPARED SOIL FOR TREE —III_—I 1 PART PEAT MOSS III —III—_ 3" THICK LAYER OF DARK BROWN 1 PART COW MANURE III=I DOUBLE SHREDDED HARDWOOD 3 PARTS TOPSOIL I I i- - MULCH UNDISTURBED SUBGRADE _ _ 4" BUILT-UP EARTH SAUCER =^ — BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED I-1I1= LEAVES OR RECYCLED YARD WASTE TO BED AND TILL II � INTO TOP 6" OF PREPARED SOIL. —11 III I II I IIl i —� I IIII, i III I I, .I I �, —� III ,III REMOVE THE TOP 1/3 OF THE WIRE BASKET IF 12" i PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE I" 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. U z W w w cn z w (D z 5 9 W (D2 U- U W (D z W Lu cn 5; w zr(91=oWcn �wQ= LUz W Q W J (D O U p� w Q O p Q Q O I- z¢�0 co p0 LU J W z 0- U w t_ v� REVISIONS DRAWN BY REV DATE COMMENT _„ 2 9/11/2020 ADDRESS COUNTY COMMENTS JPN RTY 3 10/20/2020 ADDRESS VDOT COMMENTS JPN RTY 4 11/30/2020 APPROVAL DBR 5 12/21/2020 SIGNATURE SET JPN DBR m Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. Its the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL MIDIOR 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Op v MN YAUMR - P .p Lic. No. 0402056625 �O 44f . X, 12/21 /2020 `�1 �ss�4NA� ECG SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: UP C-602 REVISION 5 - 12/21/2020 EDGE OF PAVEMENT OF FACE OF CURB 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. 30" co U U- 0 w U LL 0 1-- z W W LL 0 w (9 0 w RED 'REFLECTIVE' COLOR WHITE'REFLECTIVE' COLOR 3"x3" SQUARE ALUMINUM TUBING, MEXICALI RED COLOR 8" 0 CONCRETE a - BASE UI Z tV 1. STOP SIGN & STANDARD MOUNTING POST N.T.S. 2" VENT Its. 4"INLET NOTES: , r� MANHOLE RINGS AND COVERS „ CB COVERED _ OR ` N E. CANNOT OBSCURED BY`LMDSCAJ'ING RAVEMENT.ETC, *; INLET AND OUTLET PIPES. SHALL: SE SGHEQULE 40 PVC Al4❑ CAMtOT BE COVERED OR CAPPED,, S INLET PIPE -SHALL BE A MI N. OF 4" IN DIA: VERTICAL.PIPE ON QUTLFT..MUST BE A MIN. OF-4" IN DIA, CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF _ 4" DIAMETER STEEL PIPE FILLED---,,, W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE q TOP OF ONCRETELSLAB � 3000 P.S.I. CONCRETE-�,=„111 1 I I-r, It," -I I I -I I I -III '> `` ;: '`• I I -III- o -I I I-1 I I -I I I -I - 1EEI I 1-I =1 1=1I1=1II-I -I I I -I 11-1 I I- 1., I I I II I I-1T1-I II I T I-- NOTE: 1. SEE SITE PLAN FOR LOCATION(S). 1 -6 MIN. BOLLARD DETAIL NOT TO SCALE 12" 5" ASPHALT SURFACE COURSE (SM-9.5A) ASPHALT BINDER COURSE (BM-25) COMPACTED STONE BASE (21-A) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) J NOTE: 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. REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND PARKING BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES VAN ACCESSIBLE THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW I GALVANIZED "U" CHANNEL POST z LL. 0 r 4" DIA. SC H. 40 GALVANIZED STEEL PIPE 2 ❑ BOLLARD PAINTED OSHA YELLOW FILLED 0 � I WITH CONCRETE O j a co W 00 o w M PAINT CONCRETE BLACK AFTER ( I. CURING AT ASPHALT LOCATIONS J E i-4000 PSI CONCRETE 011 NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BOLLARD MOUNTED ADA PARKING SIGN DETAI NOT TO SCALE LO.CMKING FRAME AND COVER; AIR & GAS ADJUST TO GRADE AS REQUIRED TIGHT FINISHED GRAPE 2,VGRADF- R1N S C 1= m I 1 2" VENT NOTES. w 44 BELOW :TE' IDt .. O_`. T,'B BE.LOCATED IN..:ANEXTEN0 TENR,A _ cy >0 F• _T TRPSAMSH.A.., ,L.L .D `CE F,(T:D IVE-T RUORUNDER ....:> ti 4" .E A MENU BOARD., IF TRAP IS'LOGATED IN A DRIVE;: PARKINGAREA;.ITMVpT CONTAIN TRAFFIC RATED TRAFFIO RATED,R1NGS AND COVERS AND MEET H-20. LOADING. GREASE INTERCEPTOR SHALL BE A MIN.. t OF 128-0 GALLONS. - 2/3 LEINGT11 OF TRAP 1I3 I.EN. OFT RAP 2" VENTS.SHALL BE CONNECTED TO THE BUILDING VENT SYSTEM. CfETAII FOR REFERENCE ONLY, REFERTO AuTHoRITY HAVING' IURISDICTION'FOR CORRECT TYPE OF INTERCEPTOR TO BE USED.; ,o GREASE EASE INTERCEPTOR DETAIL NT,S. D FIN .J 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 CG7f2 A WP-2 +5 DOWELS, 8" LONG I PERMISsiBL"E A'F I2" C G CaN5TRUOTION f,'MIN 5' FAIN. JQiMT v, MAX z rz=1 MAX.-_, � � 4, mitt •.� B-�---�� 12� t VAX n ADJACENT v RAMP RaMP WITH BUFFER STRIP 1 (SEF TABLE?, (S.EE TABLESTRAP#SITIQp1 GUTTER. PAN SLOPE 1� A TO 20.1 THROUGH RAMP LENGTH h' MIN TRP1CSfTION GUTTER PAN SLOPE 121 0-4 TO 204 THROUGH RAMP LENGTH LGUTTER PAFI MAXtA1Uh9 sLOPE 200 i2;jyz �"`� TACK COAT THE PROPOSED 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) I-4" 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 EXISING PAVEMENT (AS DETERMINED IN FIELD) p: CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 5'-0" MIN SHAPe rn MarcH FA.E ' WITHOUT BUFFER STRIP OF ROADWAY CURB EXISTING SUBBASE PROPOSED SUBBASE BACK GF CURB 48_ :1 M 2G=1 48 -, I EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT --------------------------- COMPACTED SUBGRADE 2 tAiP1. „�LnOti4's'IMAX. CONSTRUCTION JOINT DETAIN SECTION'A-A �LM, ic:40;1MAX. DETECTABLE WARNING SURFACE PERMISSIBLE CONSTRUCTION cugE# I REMOVE EXISTING ASPHALTLAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYEF28 mrmmrnr ----- JOLT n rm CROSSWALK -.!2 f o ® PROPOSED MINIMUM I Va INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS x SECTfON 6-8 AS DETERMINED BY CORES (SEE NOTE 3) cqR CONCRETE CURS ONE DIRECTION NOTES' ONE DIRECTION WITH BUFFER. STRIP ). FOR GENERAL NOrES ON THE DETEOT4aLE WARNING SURFACE; WITHOUT BUFFER STRIP NOTES; SEE SHEET -1 OF 5, -1, THE REQUIRED. LENGTH OF A PARALLEL RAMP. IS LIMITED. TO, I5 FEEt; 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. REGARDLESS'OF THE'SLOPE, F 3< G '" � BE MAXIMUM SLOPE 4 a: I OPENING. ; UTIcR PAC! HALL AM. tMUF 2 CAI HE RAMP f7 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. 4. DIAGONAL PLACEMENT IS NOT PERMITTED, svesuRFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. TYPE B PARALLEL APPLICATUON RgADW'Af GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" .CUR$ 0 4: 6 1 .5 7 7 5 f# 3: 6 4 4 B 12 5 to. t5 s1 14" 15 XVCQOT ROAD AND BRIDGE 5T44DFlttDS' ;ISLE z B �Q f -t r SSW,ALK I I CROSSWALK SWALK TWQ DIRE CTIONS'SMALLER RADII TWO DIRECTIONS LARGER RADII WITHOUT BUFFER ,STRIP WITH BUFFER STRIP A -COPY .OF THE ORIGIN AI SEEEED AND SIGNED DRA'NING. I5 ON FILE. INTHE :CENTRAL OFFICE: SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE TYPE '13, (PARALLEL) APPLI,GATION I05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 CG-12 5- DGWE4r 8" LONG Kt 12" 0-0 J° h -TRANSITION GUTTER�PAN SLOPE A TO 2Q:lTHROUGH RA)AP LENGTH TRANSITIOU BUTTER PAN SLOPE GUTTER PAN. MAXIMUM SLOPE 20;1 TO '20-1 THROUGH RAMP' LENGTH; B'^Q`,' Min. V4' Min. BACK OF CURB-. 12 1 MAX:8 1 MAX. 2'MIN: J SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES: 1, FOR 'GENERAL NOTES ON THE DETECTASLE WARNING SWFACE, SEE SHEET I OF 5, 2. THIS DESIGN ;ro BE USED FOR CONSTRUGT1aPt THAT INS OR00RATES WIDER SIDEWALK. LANDING (4"'0I0E) RE,00RED'AT TOP OF, CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. 3, CUTTER PAL# SHALL BE A MAXIMUM SLOPE OF ;2011 AT THE RAMP OPENING: 4. DAGONAL PLACEM40 IS: NOT PERMITTED, TYPICAL DESIGN TYPE ,A WITH BUFFER STRIP EXAMPLESEE INSTALLATION FOR LAYOUT METHODS - I� �QSSW K CROSSWALK H TYPICAL PLACEMENT TYPICAL PLACEMENTAS INTERSECTION AT INTERSECTION WITHIN CROSSWALK (WITH BUFFER STRIP), WITHIN CROSSWALK W C!. Tl A COPY' OF`THE "ORIGINAL SEALED, AND, SIGNED DRAWING IS ON FIL IN, THE CENTRAL .RFEICE, SP£ .FICA QN V OT D RE FERENCE 1�j ry T T AR , FA , ' CG 2 LIE Els ABLE W NING SUR C4. ROAD APIO BRIDGE STANDARDS, 15sTYPE A((PERPENDICULAR) APPLICATION REVISEOtI DATE SHEET 2 OF :5 �a02 544 VIRGINIA DEPARTMENT OF TRANSPORTATION 04f19 F04.02 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 11/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, 5. ATHE ND EFFECTIVE MSURF�t4U I D ATHE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. i. FINAL TRANSVERSE PAVEMENT `FIE -IN SHALL CONFORM 'TO THE REQUIREMENTS OF SECTION 316.08(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIOHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(0) OF THE SPECIFICATIONS. VDCYT PAVEMENT WIDENING ND ROAD ABRIDGE SIIAIDARDS SKET 1 OF I. REV440N DATE 303.0Y V*GNA DEPARTMENT OF TRANSPORTATION DI-{ SECTION AST IRON -+}-t- %z SECTION, STEEL V-7" NOTES LUGS TO, BE 1 t'-31 " I .21/2" x 2I2" 4'/4" CAST VIITH 1. DEPTH OF INLET. (H). TO BE SHOWN ON COLLAR - t0'•4LONG PLANS. FOR DEPTH GREATER' THIAhi 10' USE j` B STANDARD 01-IA A A I 2, rHE "H" DIMENSION SHOWN ON THE STAClRARRS: APID SPECIFIED 4N THE PLANS WILL BE MEASURED FROM THE INVERT OF c� T, CAST GALV. ONE WELDED THE OUTFACE PIPE TO THE TOP, OF THE ¢ �� r; IRON' STEEL JOINT I STRUCTURE; PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING t: G8 +_ , yYELDsA L PURPOSES AND THE ACTUAL DtMENSIONs BRACR185 43.6 LBS CONNECTORS SHALL BE DETERMINER BY THE 3` LBS I TO' COLLAR CONTRACTOR FROM FIELD CONDITIONS. -H INCLUDING I INCLUDING 3. WHEN SPECIFIED Ott THE PLANS 'THE LUGS (CONNECTOR$ WIVERT IS TO BE SHAPED, IN ACCORDANCE WITH STANDARD ISw1, THE COST OF FURNISHING A40 PLACING ALL. kWERIALS' 11iCI0VIIAL `TO THE SHAPING IS TO BE L`tCLUDED IN THE Bto PRICE FOR- THE 111�z" x 4" I I/2", A 44STRUCTURE:. LUGS I STUD SHEAR 4, 114 THE EVENT THE INVERT OF rHE PLAN C2" !1/ CONNEafgR; OVTFALL PIPE IS HIGHER THAN THE (CRATE REMOVEM BOTTOM OF THEI STRUCTURE: THE INVERT SEE DETAIL A- OF THE STRUCTURE SHALL BE -SHAPED: j �lal' WITH CEMEPIT"h10RTAR TO PREVENT SECTION B B SIANDING OR Povoi43 OF WATER Ui THE AD PLAONo ALL MATERIALS INC OF CIflEN AL +�- COLLAR DETAIIw ifs" MINI RAISED TO INLET SHAPING IS TO BE INCLUDED GTTERING Ifit`THE QID'PRICE FOR THE STRUCTURE, DIMENSIONS FOR DOMP hiq WASTE GRAINS r0''WAIERV/AYS 5. STEPS ARE TO Be PROVIDED WHEN Fi IS ,4`-0" OR'GREATER. FOR.DETALS SEE OAST IRON ONLY STAAIDARD ST-1, DETAIL B 5, THIS ITEM MAY BE PRECAST OR CAST - DETAIL A ©I III -PLACE. r 2."ru 7- tf 4 X all, SMOOTH TJOYIELS AT. # 2 HARDWARE I, 3, SEE DETAIL. APPROXIMATELY 12"" C'-C TO BE CLOTH1 2 7 4",REPTH AGGR. 4, . � .y• -. a I LOADED Fj� 1L AR£AL7?AJACI PREVENT' r. ABU 1 G GOt CR c TOL 68 5f7TLEMEtT[, IN, LIEU. of DOWELS . Law [� a iI8 x 6'" WIDTH A'2"X4" NOTCH MAY BE PROVIDED. E a a,a 6. SEE S7APIDP110 C-01 3, 4 FOR, HE�� DIAI.'I I R ft rt tE �FI1 �r}f �rjl rI rI n F1 f1 fI r1 rl ALTERNATE DESIGN. -COLLAR wEEP'HOLE �tf111111�11��� r s, SEE NO.7E s lu{ I� t' Jul u U B" DfAIAE [ER WEEP FI(JLE WI fH 12"X12" PLASTID HARDWARE CLOTH I/4'" MESH _ a 12" cl OR GALVANIZED STEEL WIRE, MINIMUM c1"a I?n=i0„_I$" OR'24" HUME �`��� HAIRE ARDWAREECMOTHOACRORED,FRMLY�FI TO THE OUTSIDE OF THE STRUCTURE. ' [3000 PSI). PRECAST GUCtCRETE IS TO BE 4000 P$I, Q�J 10, PITY ALTERNATE METHODS OF ANCHORAGE SECTION A- A EF rl tG, HE APP OVAL O HE P WEER S DETAIL M E P T _R F 7 E1G, SEE �. .f. l _ fAY BeJB TIrUT D FOR THE EAST IROC1 CO QUANTITIES 0 MIN, DEPTH: fw E S CONCRETE ANTITI FOR N. ' , Q APPROXIMATE YE .`HEIGHT LUGS AS SHRNPi HEREON. PIPE _ 44 Y ' ,CONCRETE O A 12" CONCRETE I E 0 OU. l !].I ,, CAST IROCI, tL DUMP NO WASTE DRAtC15 TO WATERWAY 15" CONCRETE PIPE - 1,528 .CU_(D. CONCRETE i/s; � �i'" + - GitAfE JE3 _ 18•LB.S LETTERING 15 REQUIRED 0PI ALL OI I t P _ 1 q .0 C ( E 1 CONCRETE ETe PIPE .62 . Y CONCRETE TE r� I'*� 8 C R C D t# RE P Es LOCATION a L_r IN 2•C" CONCRETE PIPE L$17 CU. YD:ONCRETE - DRAT F LETTERING MAY SECTION, C C SECTION 0-D VARY BY f,+aaUFAcruRFR:. PrD)IDH ONA FO;: T OFFDEPTH. GRATE DETAIL '�'VDOT F a"UVaa~11�Q DROP INLET SPECIFICATION ROAD ANO BRIDGE STANDARDS REFERENCE SHEET f OF 1 REVISION DATE 1211 - 24" PIPEt MAXIMUM DEPTH (H) - 10" 233 IO4.01 VIRGINIA DEPARTMENT OF TRMSPORTATION 3O2 c G W F- 3 0 ER 50 o� �a wo o F- °d � a rr 0 z z 0 o0 � LU z w U) o wo o 1. F-- w (701 01 W LU > w w o W (D : U - U IY mN z 5--(Dzwwcn5w I- w W U5 - 8.1 � w ¢ _ a w z J> zUulc)pw o ¢Qz¢ 00 � < 0 Uz Ua aS2o 0 W U) z CL ao© it J W ¢ > a F- U w F,- �o o= (n tL m ao 00 oQ 2 z REVISIONS REV DATE COMMENT CHECKED DRAWN BY BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10l20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR JPN DER APPROVOAL 5 12/21/2020 SIGNATURE SET JPN DBR 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 ANDIOR 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com XLTH OF V N YA R .p Lic. No. 0402056625 � �0 12/21 /2020 .h t1 ONAI. SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-801 REVISION 5 - 12/21/2020 .0 DUMPSTER ENCLOSURE EXHIBIT NOT TO SCALE 4"x4" WOOD POST—\! 7� — — — — — — — — — — — O.C. 1"x6" WOOD SLATS 2"x4" STRINGER (VERTICAL) (2 TYP.) 0 FINISHED GRADE =1 11=1 I I � .I — I —I I I-1 I I: t. —1 I 1-' ' CONCRETE BASE "1_ —III t lll= I. NOTES: 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 DURA-POSTe HIGH-PERFORMANCE FLEXIBLE DELINEATOR, SURFACE MOUNT 0 SAFE -HIT 3 C9 a SHL36SMRElWS-03 36" WHITE POST WITH TWO 3" WIDE;SILVER,HIGH INTENSITY FLEXIBLE PRISMATIC REFLECTIVEBANDS. SURFACE MOUNT BASE. OPTIONS: 1.8,88.323.6374 Safe-Hit.com I Trinity Highway, com REFLECTIVE COLOR/TYPE REFLECTIVE BANDS OR STRIPS POST COLOR TRINITY Z Ahead of the Curve* BOARD ON BOARD FENCE TO BE INSTALLED AROUND THE PERIMETER 5' 9" 5' 9" N 5'-9" 5' 9° OF THE ENCLOSURE o O O O O O O O O 214" 5'-0" 6'-0" 6-0" 4'-6" c� 0 1— —1 1 — -1 1- — —I 1 2 w w XI I I I z w Z O 3' 911/16" 2 -3 2 0 12 3 7/16 O w w o q Z � w z Lc(1 I� / 23'-0" CENTERLINE TO CENTERLINE ol DUMPSTER DETAIL NOT TO SCALE � w G O aw sg 3a wo o� }z �o W Z w �2 w o w c0 aZDz�v Op wm z w I,- Uj > LU (D C) aUj 8 w :;, LU LU U) w Z> (D=p�� w Q s w �s� Z �> U Jcnp o 0 ��<<m<< Q .= o¢�U��a ago Q �UW�Zo a Z _l U ~ wmor- a o wm 00 az �o Z. wa 00 o� �¢ 0 w REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR OT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR i Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. Its free. Its 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 Sl TE PLAN AMENDMENT FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY BOHLERI 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com A,LTH OF G>> o V N YA R 1p' .p Lic. No. 0402056625 0A Oi(� 12/21/2020 �SS�ONAL ECG SHEET TITLE: CONSTRUCTION DETAILS n.� 0 SHEET NUMBER: �� �� I ✓ C-802 REVISION 5 - 12/21/2020 NOTE: 1. CONTRACTOR TO UTILIZE TTC-5.2 WITHOUT LANE CLOSURE FOR CURB AND GUTTER INSTALLATION ALONG THE SR 29 CORRIDOR AND IMPROVEMENTS TO THE BERKMAR DRIVE ENTRANCE. 2. CONTRACTOR TO UTILIZE TTC-16.2 DURING THE ALLOWABLE WORK HOURS OF 10 PM TO 6 AM FOR THE PROPOSED MILL + OVERLAY IMPROVEMENTS ALONG THE SR 29 CORRIDOR. 3. CONTRACTOR TO PROVIDE A TRAFFIC MAINTENANCE PLAN (TMP) PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON TO OBTAIN A PERMIT TO WORK WITHIN THE VDOT RIGHT-OF-WAY. 0 Page 611-16 Se;pterimer2019 Typical Tra.friic Control Shollhier Operadott Wilt Alihor Encrduchineitt fffF 4.,y■�y'■aY''i# i'rs.0 r!: k,yi'"'-r.� Standard 1. .For required _sign assembliesfor multiae.ritikas.,seeNote1C-4. Inuv-1z Giiidcrirc�e 2, Sigii ,paviq :shold be 130W 1500'lfot• Linattecl'•�14c' ss:'ftt�fa►tiuys., FOP call with r rbadwuvs', ifte sigtl s .aeir Should 1_e 511Q -�t1t1 ►vlrer•e tfte: ostecl ccl. lit ii i,� ' recatc.r thrrrr 45 mph, _ crrtcl 3Sp _ 50(J where. ?� 1 � s� 4 r _t � rp , th pd t'eel speed litidt fs 45 trt hat foss: 3. When ►uor% takes arp part of'ca large art a high vohlllle=lwacl , welyj vehicular trtwic tralumes„ vehlele trait•, r 'cr rr_ •c Great y1 old .e'aru l ..ed t : it e •nutre,►vlr � he cr ected l tte �ItocEfcl e 1 sed. 1 • s eec t l c r . ra? f� r et t ether t cr s f� c rl Un ess p the lane encrvachinetrt aualvsfs: pernuls a rerrtc Bing lace ►vielth of `I Q feet, the latae Should be closed: I,f" the clrlsttr e p Et atf tr A ore ct Gfrrtitetl rice ass hi l;►va , tl;e'11i1iJ1ihtirt laiie whith is 1I het. 0r2tion: 4, .'I lie ROAD WORK- AHEAD W20_1,AAkn o►i an ariferscctin: roadway niay be omitted Where.: drivers Standard; S, A shadow vehicle. with, either an aeeow board operating; ill the..caution mip4o., or at lva8t one high intensity amber rotating; hashingy or' oscillating, light shall be, parked 80' -120t in advance of the Kist �vrlf crew. 6. Vehicle, hazard warning signals shall not be used Instead of tiie� vehicle's high -intensity amber 1 tilting; fla5tiing, or1 o$eillating lights. Vehicle. hazard warning signals can be used to'suppleriYent high -intensity timber ro`fa tingr lashing, >r' oscillating li gilt s. 7. Taner lenethU and chaiincliZine device suach i! shall be at the tollow'in�: Taper Len th`L Speed. Limit imph) Lane.Width Feet Remark Speed,, Llrr [mph) Lane Width Feet a Remarks 9 10 11 12 9" 10 11 12 2 W. ao 135 150 165 180 L=S2Wt60 55 495 550 605 660 L= SW .2Q5 ; , 225. s246 •=' ,.L `.S?V�f160 :60.. 540 ... .60.0. ' ,660: ,: '°.7,20 ' ,'; ..L=SW. a-' 40 240 270 995 32t? L=S?V!tt6ta; 65 5i35 050 716 780 L=SW �.;�: .7, .. Pw.,,,a , �4#►�S�Y. �' Y.Y F.Yt�rS+ .�R.SS!!{Yt��.i4f!11.►! r 0.R,M 1,{il, �a`�e}R,4S4r.+....... x e+ .._L._..)d 5hauider Ta er`=1. L.Minimu , 8- Channelizing device spacing shall be at following: Ghanneltzliig' Device $pacing Lo_catia i► Spacing Sp�aed irtlp� Llmit`' Location Spacing Speed Limit (Mph) IocallQn S crag s peod Liinit ` : , .(rtlpli 3_ + i'raveiwa $Q 40 _ 0 S tl[1 ,.�. r►..�c.....ttfeacess �...SQ . .,.120,„ 'Construction ace:ess s acin :ma be,increased to this distance, but shall not exceed .one access per %a mile. 9. On road}days; with paved shoulders having. A wi th 4f,$ [eetpr more , chanhel4ing deyiees shRfl be ; r, ' Ivehicular III used. to close the shoulder -in advance of the Biel it taper to direct traffic to remain g ,k p within the traveled way.2 IQ. The buffer space length The buffer spate length shall lie as shown in Table 01-3; on Page 6F1-$ for the posted speed unlit: It, A truck- l'u"Unted attenuAtor (TlV1A) shall b4 used on Limited Accr:s'" highways and mull! -lane roadways'with posted speed limit equal to gr greater than 45mph.; 12; Wlicn a side road intersects the highway within1he teniporary traffic control zone additional traffic control'devlces shall be placed as heeded. t Revision 1.-4114,015 2: Revi:lun 2-9/1/20.19 S,erteinbcr:2019 l ; [1�v�siun 1- �1172.tr1S 2: Rev Won 2 - 9/1/2019 Shoulder Operation with iYtinor:Eoct•aaclinlient S.EE NQTE 7 Page'GH-17 Page 6H-40 'Typical Traffic Control Outside .Lane Closure Qperrtt ron 0- n a Folir Lctne Ro' adivet "^'�' Y `F= ffiffi-„ct? � -'sm: NO TES Selrteniber20.19 Standard.- 1, On divided highways having a median wilier than 81, right and Wft:sign asseinblies shall be required, Guldance, S'i rrlsprrcltr slrrlulcl Ge l i()0'-15f1(I'lr�r' Glrrtl(c�rl a°less iri frrucrys: C*'0 all other rocul►vuys, tfre sikrr c citr slruulcl Ge 0(1'- pQ' ev;ere'tfre; ostc�cl s cell llnrft is . r•ecrt& than 45 rri h, and :350` 500' wheee tire; jf+7osted s eerf litrrft is: f S rra/� h,or Irfss. +A .m.. .v, �.;tlta;ra��lcr,�rtr�..cr.Wlcrrtc�ru:.,�G�1��:�,�,Ftotr cl.b.+�,rrserlrlrtrcrcft�c�rrte,�:crffr�hrF�t.tvcrr�rtrrr�sr�rt.rf,�ctfl�,o�tfte�lc.f,�rrlc� 4. C'ar e should be exerclsecl Wiwi establishing the 1011its of `the ►vorlc zorae to insure maxirrturnpossible ,Wr to c r t nr ,e ur ddval, 6 tf e ti ansa ron used oil: the a ted ec f Un rt n at 1 rest ec i rl t r i, 1.�.,c; _ c of ;t ,_,.t.. i b � .gyp c ; and � l is o p greater than the<values in Table 013.. For' Lirnitgtl Access`Iri fxtviceys cr rrrinirrturrr af' l e?fJ.fJ`%�'tle Fred; 5. All VOlfcle$, quip hient,, ►vorkeis'. and restr•fcted to onesfcle of`thapat uvnt, Standard: t'i. 'raper length (L) and .cli Rnnelizing device spacing- shalt. beat the .following: Taper. Len th L Speed Llnilt m h Lane.Width Feet Remarks Speed Limit (mph) Lane Width Feet Remark$ 9 l0 11 12 9: 10 11 12 tw16a ? , . 30 136 150 165 18ta L=SzW/6¢ 4 5^5�0yy 605 66€t L= SW 4,051, ,. G55 �+9{.�5y 40 210 : 270 1 .295 1 320 L-8:WI60 65 1 585` 650 715 780 L-SW ., 495., ;x=4Sfi A. :{ 7 5 .I�.:;S.W., :_ :7.0.. : 30- ,_ 700. 374 4 . i1.40 Limited Access highways shall use a 1000' merging taper regardless of the posted speed. 5,041611PT40hs:set? abler 6.1 I Shoulder Taper ='/s.L Minimum 7. Channelizing device sP"acing shall be at the fallowing: Channelizin 1?evice:S acin" _ a Batton Spaeinc� ry S 'e dL" it .; t ;min �=;r ocation.r $iiacing , d Limit e L 'it Speed m (mph) ocailan S acln . w.p. �. Y , a. m rya . rS ea i m h �.-: Q.: 5 . 36o t _ 0 -35 36 t , 0.,.� 67 ' '6: ,, ,, .0 ;Trav e 4"TItto eo' 1canstru .0015 Ac 0e s #Gonstrudtiori access spacing rate" bo Increased to this distance;: but shall rioC.exGeed one access per '/, mile. 8. An arrow hoard shall. lte used when a lane is closed: When more than one lane is closed, a scpt;rate ar.rli board shall be,used for each c.lusLit lstne, (set, Flgu i e TTC 18),: 9.., The buffet., space length shall.be, .�h& n in. Table 611. 3 ❑u Page 611 5 for ttiE posted speed limit, 10. A shadow vehicle with either a Ty ie ll or C: a.rrow board operating in the caution mode,> or at .� p g least one hi 11 intensity amber rotsttln tlashin of millatin r light'shiill be parked 80 -120 to ,. g .. ga ha la advance tit first work crew. When the posted speed unlit is 45 mph or'greater, a truck - mounted attenuator shall be used. 11. Vehicle _hazard wgrnttag signals shall not be used histeail at the velucie„S, liigll-intcnslty:amber rotating] lZasiliag; orl oscillating lights but can be used to supplement the amber rotating, fashing, or oscilltiting lights: 12. When ti,side road intersecis the highway within the'i7rc zone, additlonarl'1:TC devlces'shall be 1: Revision 1-.4lf 1/201 1.2: Re,*ioit 2 -- 9t1% 019` S.eptetmer.201.9 Outside Lane Closure Operation on a Four -Lane Roadway T_igur.c�� X �G) 2: Revision 2 - 011/2619 Page'611- # 1 � w a ~ o aw o i3 �a �o U (9 a' y m 0 Z a� o W W z W m F- - ? W 0 Uj CW) Z Lz FF- (D W j 6 m o W (J 2E 0 U c9zWW�>W w m z>--(9~'W62 �wQ=mWz a�-"'o =s o :m c9 ►_ _ Z `1' Z I— ImoN-/ O C) EL�--- ry Z Q O hF-ow W W J Q z�0U)�GE� ac�p aoo U �o � ow U K oLL �o �s w0 00 a= Uj <4 a REVISIONS REV DATE COMMENT CHECKED DRAWN Y BY 2 9/11/2020 ADDRESS COUNTY JPN RTY COMMENTS 3 10/20/2020 ADDRESS VDOT JPN RTY COMMENTS 4 11/30/2020 FOR OT JPN DBR APPROVAL 5 12/21/2020 SIGNATURE SET JPN DBR 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 THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY B AOU06 H L I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349-0321 VA@BohlerEng.com NLTH p� �i o N YA R y .p Lic. No. 0402056625 dot+ 12l21 /2020 NAl.'E�C� SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN n AO SHEET NUMBER: C-803 REVISION 5 - 12/21/2020