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Home My WebLink AboutSDP202000006 Plan - Revision 2020-03-30 (3)CONTACT INFORMATION REFERENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: ENTITLED "BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY CHICK-FIL-A, INC" PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV166505. DATED 8/29/17 BUILDING PLAN: CAD FILE ENTITLED "ZZ 19-428 A -BASE 01856" PREPARED BY HFR DATED 12/24/19 LETTER OF DETERMINATION - PARKING REDUCTION: ENTITLED "LETTER OF DETERMINATION LOD201900033 - CHICK-FIL-A, PARKING REDUCTION" PREPARED BY: COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT DATED 12/16/2019 GOVERNING AGENCIES ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT CONTACT: FRANCIS MACCALL - PRINCIPAL PLANNER 401 MCINTIRE ROAD, NORTH WING CHARLOTTESVILLE, VIRGINIA 22904-4596 (434) 296-5832 EXT. 3088 (P) UTILITIES IES ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 (434)977-4511 (P) DOMINION POWER 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 CONTACT: KELVIN PARKER PHONE: (434) 972 - 6738 E-MAIL: KELVIN.M.PARKER@DOMINIONENERGY.COM CHARLOTTESVILLE GAS 305 4TH ST NW CHARLOTTESVILLE, VA 22903 CONTACT: CHRISTIAN CHIRICO PHONE: (434) 970 - 3811 E-MAIL: CHIRICOC@CHARLOTTESVILLE.ORG SPRINT 979 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 PHONE: (844) 305 - 4990 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND If FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. W WIN LOCATION OF SITE 350 WOODBROOK DRIVE PARCEL ID 45 93 D ALBEMARLE COUNTY, VIRGINIA N R- RIO MAGISTERIAL DISTRICT an lachri4ge in I. iil V �1rY/br a R�+ b syrEA � Rp - ar own . Nydraulie a ' . M1b syP Fairres Lake y1D°� a n Carrslarook SITE:�Pr mere Rl Berkeley ''d1ewrr+� Wes1m 'MY"xs or Weadbroak a ' 4.'� ��.ytoy A s �°aa � chaclotcas��e cashi«. � `� P °a, 8E ar,. J C 2019 Microsoft Corporation C 2019 HERE LV bin - LOCATION MAP SCALE: 1" = 2000' COPYRIGHT: MICROSOFT CORPORATION OWNER/DEVELOPER CHICK-FIL-A 5200 BUFFINGTON ROAD ATLANTA, GA 30349-2998 CONTACT: CHAD BAKER PHONE: (404) 309-6301 FAX: (404) 765-8330 TM TD-) 191110- E T D) �D 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: JOHN C. WRIGHT, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-0.0 GENERAL NOTES C-0.1 GENERAL NOTES AND LEGEND C-0.2 BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY C-1.0 DEMOLITION PLAN C-1.1 SITE PLAN C-2.0 GRADING AND DRAINAGE PLAN C-3.0 EROSION AND SEDIMENT CONTROL PLAN C-3.1 EROSION AND SEDIMENT CONTROL DETAILS C-3.2 PLUMBING SITE PLAN PS-1.0 SITE DETAILS C-4.0-C-4.4 LANDSCAPE PLAN C-7.0 LANDSCAPE NOTES AND DETAILS C-7.1 PHOTOMETRIC PLAN (BY OTHERS) E1.5 APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 0 o � 5200 Buffington Rd. At/onto Georgia, .30349-2998 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 03/27/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY EA& OF o z V JOHN C. WRIGHT y .p Lic. No.046960 03/27/2020NAL Fss'O ��G zN U ��wE~w�am�w �W zaq�Hms [� U Q n O wiz 1-4 v Q O� z d a o " a H� BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com __j STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE COVED SHEET DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. ; V166505 STORE ; #1856 DATE :03/27/2020 DRAWN BY ; MEG CHECKED BY : JCW CAD ID SDP-0 SHEET c=010 H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505-SDP-O.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES GENERAL NOTES (Rev. 1 /2019) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA (HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER ENGINEERING, IN WRITING, IF ANY 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 RE UIRED CONSTRUCTION DOCUMENTS AND IN CASE OF Q CONFLICT DISCREPANCY OR AMBIGUITY THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: A THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY ( ) NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES UNSUITABLE EXCAVATED MATERIAL EXCESS SOIL AND DEBRIS SOLID WASTE MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST PROMPTLY DOCUMENT ALL EXISTING DAMAGE AND NOTIFY IN WRITING THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER ENGINEERING SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER ENGINEERING, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS, INJURIES, 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 ENGINEERING ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED 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 ENGINEERING HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER ENGINEERING SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER ENGINEERING INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, 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 ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION 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 ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY 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 ENGINEERING 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 ENGINEERING NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER ENGINEERING PARTIES"), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER ENGINEERING AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER ENGINEERING'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER ENGINEERING'S ATTENTION. BOHLER ENGINEERING IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. K 26 27 28 29 30 e7 IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 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. 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 ENGINEERING 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 ENGINEERING PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER ENGINEERING INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 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. 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 ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 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 ENGINEERING PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 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. 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. �I�[°E Ll��'OUT NOTES Rev. 1 /2019 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE 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 (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.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE 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 RE UIREMENTS OF ALL MUNICIPAL COUNTY STATE AND FEDERAL LAWS WHICH HAVE JURISDICTION OVER THIS PROJECT. Q 3. THE CONTRACTOR IS RE UIRED TO SECURE ALL NECESSARY AND/OR RE UIRED PERMITS AND APPROVALS FOR ALL OFF -SITE Q Q 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 RE UIREMENTS RULES STATUTES LAWS Q 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 TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN THE EVENT OF A DISCREPANCY IES AND/OR A CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY 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. ACC�ESS1]D1L1TY D]ES]IGN C�U1DEL1l�TE� (Rev. 1 /2019) 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 SE . ; AND B ANY APPLICABLE LOCAL AND STATE GUIDELINES AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DEMOLITION NOTES (Rev.1/2019) SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE 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 ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME TO OR NEAR THE DEMOLITION AREA. 8. 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 ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS RULES REQUIREMENTS STATUTES ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER RE UIREMENTS AND IS Q 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 ENGINEERING THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL STATE AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. LIGHTING MOTES (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3. THIS LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES. 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK ALL OF THE ABOVE OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNER'S. 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 8. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 9. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT REGARDING ANY AND ALL POWERS SOURCE FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, 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 DEQ 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 APPROXIMATELY0.22 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, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES Rev.1/2019 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING NY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS CROSSINGS WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND 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 RE UIREMENTS RULES STATUTES LAWS ORDINANCES AND CODES AND FURTHER IS RESPONSIBLE FOR COORDINATING THE Q UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICTS 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 RE UIREMENTS AND SPECIFICATIONS AND CONSULTANT Q 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. ALJ3E11R\ IA]E�LE C�O�J�T°][ Y C�]E�TE]E\AL NO°]cES 1. ALL ACCESSIBLE FEATURES INCLUDING PARKING SPACES AND ACCESS AISLES MUST CONFORM TO ICC A117.1-2009. 2. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 5. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LAMINATE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADWAYS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT-CANDLE. 5200 Buffington Rd. At/onto Georgia, .30349-2998 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 1 03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY 0 L EA OF I V JOHN C. WRIGHT y .p Lic. No.046960 �.t� 03/27/2020 2 z 's k_ ~ W a W €F w '� z W w Po w x = H �d a w .. �e z 7, W F'� w W J _ CO h a��aWzo z x a `L Ci F �sw e _ w H w�hw=a= Q g z u o w O1�1 1 ¢ U � � z m '. a w o Q W - z a w z w � �o© a 2 a � F d_ w �, E f s W -- �t /. a LL - B H LER O E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEE}T�T�ITLE �EA�` E��L NOTES DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. . V166505 STORE #1856 DATE :03/27/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID . SDP-0 SHEET to H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505-SDP-O.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES 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). THE SLIGHT INCREASE IN IMPERVIOUS AREA (<600 SF) DOES NOT INCREASE THE OVERALL RUNOFF CURVE NUMBER AND THEREFORE DOES NOT SIGNIFICANTLY INCREASE THE RUNOFF GENERATED BY THE PROPOSED IMPROVEMENTS. PER DISCUSSION ON 10/11/19 WITH THE COUNTY ENGINEER, IT IS AGREED THAT SINCE THE FLOW CHANGE IS INSIGNIFICANT, NO VSMP PLAN IS REQUIRED. ]PROJECT DESCRIPTION THIS PROJECT PROPOSES THE FOLLOWING: CONSTRUCTION OF A +/- 370 SF BUILDING ADDITION TO THE REAR OF THE BUILDING AS WELL AS A SMALLER +/- 20 SF ADDITION AT THE DRIVE THRU WINDOW; ADDING A SECOND DRIVE THRU LANE TO THE NORTH OF THE BUILDING; CONSTRUCTION OF TWO CANOPIES IN THE DRIVE THRU FOR EMPLOYEE PROTECTION; RELOCATION OF THE ACCESSIBLE SPACES TO THE EAST SIDE OF THE BUILDING; AND MINOR LOCATION OF THE SERVICE LATERALS AND EQUIPMENT FOR THE PROPOSED ADDITION. A LETTER OF DETERMINATION (LOD201900022) IN SUPPORT OF A MODIFICATION TO THE MINIMUM PARKING REQUIREMENT FROM 60 TO 52 SPACES WAS GRANTED ON 12/16/19. SEE LETTER BELOW. t,5� lr.rt�,r 1t AID I !r"tf;lt� COUNTY OF ALBENL4RLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4126 December 16, 2019 John C. Wright 26 Blackwell Park Ln Suite 201 Warrenton, VA 20186 Letter of Determination LOD201900033 — Chick-I°il-A Parking Reduction Parcel 1D 04500-00-00-093DO (1.29 acres) 350 Woodbrook Dr Charlottesville, VA 229101 Owner— Chick-Fil-A Inc. 5200 Buffington Rd Atlanta, GA 30349 Dear Mr. Wright: This letter is in response to your request for a parking determination for the Chick-Fil-A at 350 Woodbrook Dr. In accordance with Section 18-4.12 of the Albemarle County Code the Zoning Administrator may modify the number of parking spaces required by Section 4.12.6. Your request is for a reduction of the minimum parking requirement from 60 spaces to 52 spaces, a reduction of 13%. Gross Floor Area: 4,614 square feet Restaurant Use Parking Requirement (4.12.6): 13 spaces per 1000 sf of gross floor area Total required spaces: 60 Spaces provided: 52 As outlined in Section 4.12.2(c) the Zoning Administrator may reduce the minimum number of parking spaces if he finds that the public health, safety or welfare would be equally or better served by the reduction. Based on the available alternatives to parking, trip generation rates, and descriptions of the site outlined in the attached report, ".Report Supporting Request for Parking Reduction," it is my official determination that a parking minimum reduction of 13% to 52 spaces will adequately meet the public health, safety or welfare requirement and provide sufficient parking at Chick-Fil-A. If you are aggrieved by this determination, you have a, right to appeal it within thirty (30) days of this notice, in accordance With Virginia Code § 15.2-2311. If you do not file a timely appeal, this determination shall be final and unappealable. An appeal may be taken only by filing an appeal application with the Zoning Administrator and the Board of Zoning Appears, in accordance with § 34.3 of the Zoning Ordinance, along with a fee of $258 plus the actual cast of advertising the appeal for public hearing. December 16, 2019 Chick-Fil-A Parking Determination Page 2 Applications for Appeal of the Zoning Administrator's Determination are available at the Department of Community Development located at 401 McIntire Road, Charlottesville, Virginia 22902 or online at www.albemarle.org/cdapps. This form applies to the appeal of a decision of the zoning administrator or any other administrative officer pertaining to the Zon Ing Ordinance. Regulations pertaining to the filing cif an appeal to the Board of Zoning Appeals are located in Chapter 18, Section 34.3 of the Zoning Ordinance. They may be reviewed online at www. albernlarle.orgicountvcodebza. (Please note that our online documents are in Adobe Acrobat PDF format and must be viewed with the Adobe Acrobat Reader or an equivalent. A link to download the tree plug-in is available at the bottom of w ww.albernarle.ora/cdaDos.) Please contact me if you have questions or require additional information. Sincerely, Kevin McCollum Planner Designee to the Zoning Administrator Attachment: Report Supporting Request for Parking Reduction STANDARD DRAWING LEGEND STANDARD FOR ENTIRE PLAN SET ABBREVIATIONS LIMIT OF WORK LOW LOW FOR ENTIRE PLAN SET LIMIT OF DISTURBANCE LOD LOD AC ACRES EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ADA ARCH AMERICANS WITH DISABILITY ACT ARCHITECTURAL ONSITE PROPERTY LINE / R.O.W. LINE BC BOTTOM OF CURB — — NEIGHBORING PROPERTY LINE / _ _ BF BASEMENT FLOOR BK BLOCK INTERIOR PARCEL LINE EASEMENT BL BASELINE LINE BLDG BUILDING ---------- SETBACK LINE BM BRL BUILDING BENCHMARK BUILDING RESTRICTION LINE CF CL CUBIC FEET CENTERLINE CURB AND GUTTER CMP CORRUGATED METAL PIPE SPILL I TRANSITION CONCRETE CURB & GUTTER CONN CONNECTION CONCRETE CONC DEPRESSED CURB AND GUTTER CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE WITH LIGHT DEC DEP DECORATIVE DEPRESSED �o POLE �o LIGHT DIP DOM DUCTILE IRON PIPE DOMESTIC TRAFFIC ,E LIGHT ELEC ELECTRIC ELEV O UTILITY O ELEVATION POLE EP ES EW EX FES EDGE OF PAVEMENT EDGE OF SHOULDER END WALL EXISTING FLARED END SECTION TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN FF FINISHED FLOOR X PARKING X FH FIRE HYDRANT COUNTS FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) —170— — CONTOUR 190 ------------- 169------------ LINE 187 GH GL GRT GV GRADE HIGHER SIDE OF WALL GRADE LOWER SIDE OF WALL GRATE GATE VALVE TC 516.4 OR 516.4 SPOT ELEVATIONS C 516.00 � C 516.00 C 515.55 MATCH EX 518.02 ± HDPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY P41 LABEL HP HOR HIGH POINT HORIZONTAL V STORM I LABEL HW HEADWALL SL SANITARY SEWER SL INT INTERSECTION LATERAL INV INVERT W UNDERGROUND WATER LINE W LF LOC LOD LOS LINEAR FOOT LIMITS OF CLEARING LIMITS OF DISTURBANCE LINE OF SIGHT E UNDERGROUND ELECTRIC LINE E G UNDERGROUND GAS LINE G LP LOW POINT OH OVERHEAD WIRE OH L/S MAX LANDSCAPE MAXIMUM T UNDERGROUND T TELEPHONE LINE MIN MINIMUM G UNDERGROUND CABLE LINE O MH MJ OC MANHOLE MECHANICAL JOINT ON CENTER — — — — — — — — — — STORM SEWER PA POINT OF ANALYSIS S SANITARY SEWER MAIN S PC PCCR POINT CURVATURE POINT OF COMPOUND CURVATURE, CURB RETURN � HYDRANT ` PI POINT OF INTERSECTION O SANITARY O POINT OF GRADE PROPOSED MANHOLE POG PROP STORM t O\l O MANHOLE l\ ® PT PTCR POINT OF TANGENCY POINT OF TANGENCY, CURB RETURN ® M WATER METER WV WATER VALVE • PVC PVI PVT POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY El GAS VALVE ® GAS METER ® R RADIUS RCP REINFORCED CONCRETE PIPE TYPICAL END E--D RET WALL RETAINING WALL SECTION R/W RIGHT OF WAY q HEADWALL OR ENDWALL �OR� S SAN SLOPE SANITARY SEWER O GRATE O INLET SF STA SQUARE FEET STATION CURB INLET STM STORM O CLEAN O SIDEWALK S/W OUT TBR TO BE REMOVED O ELECTRIC O MANHOLE TBRL TC TO BE RELOCATED TOP OF CURB O TELEPHONE O MANHOLE TELE TPF TELEPHONE TREE PROTECTION FENCE EB ELECTRIC � BOX TW TOP OF WALL EP ELECTRIC PEDESTAL EP TYP TYPICAL UNDERGROUND UG UP W UTILITY POLE WIDE MONITORING WELL W/L WATER LINE TEST W/M WATER METER PIT YY ± PLUS OR MINUS BENCHMARK ® fd DEGREE DIAMETER BORING # NUMBER 11 il 5200 Buffington Rd. At/onto Georgia, JOJ49-2998 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 03/27/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY apt. OF I V JOHN C. WRIGHT y wo Lic. No.046960 �0 03/27/2020NAL Fss'O �G Z k ~ W W ?nE W Wp a W ;�wm x < O z H w a' aLL BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE GENERAL NOTES AND LEGEND DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE :03/27/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID SDP-0 SHEET C=0,2 H:\16W166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505-SDP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES If ON 6 p NOTES 1. PROPERTY IS PARCEL C. AS RECORDED IN DEED BOOK 3242 AT PAGE 490 AND BEING THE LANDS OF CHICK-FIL-A, INC., AS RECORDED IN DEED BOOK 32511 AT PAGE 63.8, AMONG THE LAND RECORDS OF ALBEMARLE COUNTY, VIRGINIA AND HAVING A FID OF 45 93 0 PER THE DEPARTMENT OF ASSESSMENTS. 2. AREA: 56.054 SQUARE FEET OR 1,287 ACRES 3, LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES, HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISEE] THAT EXCAVATION MAY BE NECESSAIRv APPROXIMATE LOCATION OF UNDERGROUND UTILITIES IN CLOUDED AREA ARE SHOWN PER PRIVATE UTILITY MARKOUT PERFORMED BY INSIGHT ON AUGUST 02, 2017 AND FIELD LOCATED WITH CONVENTIONAL FIELD SURVEY UNLESS OTHERWISE NOTED- 4. THIS FIELD SURVEY WAS PERFORMED UTILIZING THE REFERENCE MATERIAL AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS THEREON, ON AUGUST 06,2017, BY BOHLER ENGINEERING. 5- THIS SURVEY IS PREPARED WITH REFERENCE TO A TITLE UPDATE REPORT PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY ORDER NO, 23311752, SEARCH PERIOD JULY 18.2006 TO JULY 12,2016 (NO NEW ITEMS OF RECORD) OUR OFFICE HAS REVIEWED THE SURVEY RELATED EXCEPTIONS PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY WHICH WHERE EXCEPTIONS WITHIN THE TITLE POLICY (NOT PROVIDED) 6. THE EXISTENCE OF UNDERGROUND STORAGE TANKS_ IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY: NO PHYSICAL INDICATIONS OF SUCH WERE FOUND AT THE TIME OF THE FIELD INSPECTION OF THIS SITE. 7. ELEVATIONS ARE BASED ON NAVID 88 DATUM AND TIED INTO NGS MONUMENT NUMBER HW1 017 PER GPS OBSERVATIONS WITH A PUBLISHED ELEVATION OF 584.68 FEET. S. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED TIRM, FLOOD INSURANCV- RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE", PANEL 278 OF 575, MAP NUMBER 5ID03CO278D, EFFECTIVE DATE FEBRUARY 064,2005 REFERENCES: 1, MAP ENTITLED "OVERALL SITE UTILITIES, AS BUILT WATER LINES, A NEW STORE FACILITY FOR: LOWE'S OF CHARLOTTESVILLE, CHARLOTTESVILLE, VIRGINIA, PREPARED BY THOMAS 6 LINCOLN, LAND SURVEYOR, LAST REVISED 01 /NM996. 2. MAP ENTITLED "CHICK-FIL-A CONCEPT PLAN, ROUTE 29, CHARLOTTESVILLE. VA". DATED 11123104, AND PREPARED BY BOHLER ENGINEERING, P.C. 3, DEVELOPMENT INVESTIGATION REPORT, CMCK-FIL-A, ROUTE 29 & WOODBROOK DRIVE, CHARLOTTESVILLE, VA, BEP09 S036509. 4, MAP ENTITLED "PLUMBING SITE PLAN, SERIES 03-C, ROUTE 29. ALBEMARLE COUNTY, VIRGINIA, RIO DISTRICT', IDATLO AUGUST 7, 2006, AND PREPARED BY BOHLER ENGINEERING, PC TRAFFIC ENGINEERING AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION (CULPEPER DISTRICT) ADDRESS: 1601 ORANGE ROAD CULPEPER, VA 22701 CONTACT. JOHN LYNCH PHONE * 540-829-7500 AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION (CHARLOTTESVILLE RESIDENCY) ADDRESS: 701 VDOT WAY CHARLOTTESVILLE, VA MI I CONTACT: JOEL DENUNZIO PHONE #-, 43.4-293-0011 SANITARY SEWER AGENCY: ALBEMARLE COUNTY SERVICE AUTHORITY ADDRESS: 168 SPOTNAP ROAD CHARLOTTESVILLE. VA 22911 PHONE 434-977-4511 WATER AGENCY: ALBEMARLE COUNTY SERVICE AUTHORITY ADDRESS' 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE M 434-977-4511 STORM DRAINAGE AGENCY: ALBEMARLE COUNTY PUBLIC WORKS AIDDRES& 401 MCINTIRE ROAD, ROOM 420 CHARLOTTESVILLE, VA 22902 PHONE #: 434-296-5816 GAS UTILITY AGENCY: CHARLOTTESVILLE GAS ADDRESS: 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 CONTACT TO BE DETERMINED PHONE M (434) 970-3211 ELECTRIC AGENCY DOMINION VIRGINIA POWER ADDRESS, 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE #: (856) 366-4357 TELEPHONE AGENCY: SPRINT ADDRESS. 2211 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22906 PHONE #: (434) 971-2653 ag a a! 0 uj. uj REFERENCES: w 'K F0 iz I. MAP ENTITLED "CULPEPPER DISTRICT DESIGN UNIT ROW DROJECT # Lu 6029-002+19. RW-202, SHEET S'PREPARED BY VD0T, DATED MAY 19 515 9-0 ci�6 uj L� m Lu Lu) Z92z EF� Lij `j z mz 0 � 0 zv= LU 0 o LU I trm IL C) to ul 16M 1, 1 (m PARCEL A D.B. J242 PC 490 LANDS NIF WWE:5 HOME CENTERS, INC 09. 1573 PG. 453 R1945-9JA FK AWL-V 0 505% 54 505,14 +506 _14 % w ylmw---4 1 APPZX WC. 15' WS VNE FAS&ENT 0 0. A 09 7 PG 302 22'=ft DRA#AW rA5CYW 0.8 J20 PC. 490 a- vir A M -,IC 49&74 a, (pi.5. A. rc _500. 18 4498. 95A S60"10'39"E (M) A S65-30'00T (M), 81.131 (R&M) rc _0 S4701620"IF (M) \ '51 S41-565TE (R) 174"99' (R&M) 7C 09, G V.9.9,J5\ t UUN41 Nwa. 'ora ImlEwm LL%_mw 0.6 167J PI;. 193 ml K4� J� (Eff 8UP DETAfl) A \4,fjN4 GMT rl Altt 7j W/ A =49,i 7J 0 505 43 X 504.4 +50 N37-53`05T (R) II I- - ASPMI T 2,J4 4 FPA VgEMV& IF N32"33'44-E (M) tea. _Y0.0,1 125.64' (R&M) 49 +502.92 C= rc 505.49 <) (1 503. 02 6 7F RAMP Tc 503.02 8 G 50,,?.54 2)994N. LAr. E43EMENT tea 0.8. J242 PG� 490 = F ,50J76 . F TC' 505.2 MENU—-,fLECWRWC Lc ilk I 0 ACCM 09YEA��- GRE4Sf 8 1' 3242 PC 4§0 7R4P rc 0 4, J?jf 50J. 04+ .8J G 50,J. 82 BOX _04vopr -FW4.,55 ft PARCEL A 0 S. 3242 P6. 490 to CO*R 7e MENU- "RD L40S IVIF • +VZ.28 Z OWE `� HOME CENTERS, //VC c D. 6 1573 PG. 453 A P10 45 - 9 JA RW=502.75 BX �6B OW A=497,75 NY 8=496 75 18 504 R=1365-00I (RO) #vv C=67190 L=188.00"(RO) Loc. .20, 502,28 GHB=N01'4T15"W (R) sEI T X 501.22 CHB=NO3°32'06"VV (M) 09 1070 PC 26 00. STORM DRNN EASEMENT \D 19. J242 PC 490 UTILITIES THE FOLLOWING COMPANIES WERE NOTIFIED BY DELMARVA MISS UTILITY SYSTEM (1-800-552-7001) AND REQUESTED TO MARK OUT UNDERGROUND S ZZ&. =501.19 FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY Tc 50.J9 INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES G 495.9..3 RESPONSE TO THIS REQUEST SERIAL NUMBER(S): B720700883-00B UTILITY COMPANY PHONE NUMBER ALBEMARLE - WATER & SEWER 434-531-0714 �49947 RIVANNA - WATER & SEWER 434-277-2970 ALBEMARLE SCHOOLS COMMUNICAT 443-9174-4718 CENTURYLINK 804-508-5640 COMICAST 804-562-3861 FIBERLIGHT 41 O-979-0384 LUMOS NETWORK 804-608-5640 OWEST COMMUNICATIONS 800-283-4237 703-387-9152 TC49715 OWEST GOVERNMENT SERVICES 0 4Z.67 DOM ELEC; DISTRIBUTION 804-608-5640 CHARLOTTESVILLE CITY -GAS 804-550-7740 +497.4-7 UTILITY PLAN INDEX U-nLITYCOWANY LOCATE STATUS 1st REQUEST 2nd REQUEST RECEIVED ALBEMARLE - WATER & SEWER NO RESPONSE 727M7 727M 7 RIVANNA -WATER& SEWER NO CONFLICT 7Q7M7 NOTAVAILABLE ALBEMARLE SCHOOLS - OOrVMUNICA7 NO CONFILIC7 AILL NOT D SCL05f CENTURYUNK MARKED V11ILLN07DISC�LOSE cOw.jw NO CONFLICT WLL N07 DISC LOSE FIBERUGHT MARKED VYLL NOTDISCLOSE LUMOS NETWORK NO CONFLICT WLL NOT -DISCLOSE QWE5T CUMMUN I CATIONS MARKED Al LL N07 DISC LOSE QWEST GOVERNMENT SERVICES NO RESPONSE WILL NOT DISCLOSE DOM ELEC DISTRIBUTION MARKED 7,,27Q017 7 CHARLOTTESVILLE CITY -GAS MARKED 7.27121017 .1 W rAs LwF EcquLw D.B. 15.9,7 PG X2 TC f 7R 78 G 4 79, JO S32-3323"W (R) S27`14102"W (M) 32,80- (R&M) 11V�j N o� ;0 3117_11# R=895.7T(R&M) I() WIDE 0aUC ��WAY 6=005-1424"(R&IM) 75' PAO L=81 .92'(R&M) ASpyAT C H B =N 53'1 4'58"W (R) CHB=N58'34'19`VV (M) CHD=81.89'(R&M) 20 10 20 1"= 20' f 4%4M jTLrPHGNE ik TELEGWPH COMPANY 9"RiF RE 320 PG 198 3. i5m ��, --A vm _A3 TC 482.40 c 481.0 ikN zn RL Ep fzu am oz? m"I �7 .,!, CIX RV SIT EF O.CF $' jK Cl looll" , 1p Vap.C5T LN m b 0% E ODBROO 09 7199 X 736 dlL ZLI 0 S J251 PC, 679 BMP FACILITY MAINTENANCE A AREA DETAIL SCALE: 1" = 80' APPROV. LOC. PERWNW FASSIIENT FOR INSTAWTkN & WN7EMWE OF SOk SY5TEM Wr RW202, RRW 16029-002419 ARMOX. LX 15' vFPCO 64SEVENT 0. 8. 1054 PC 349 M 484,Z 0 Ma 819 S76'5T39*1N (R) S71-381 8 V (M) 1283T (R&M) APPROX LOC AEAWIXNT EASEMENT FOR NSMLLAXN & MWaW4WE OF Sit Vi SYSTEM VVOT RW-202, PAIOJ j667?q-0V2-Fl9 I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY LINES AND RELATIONSHIP OF BUILDINGS AND OTHER STRUCTURES TO THE PROPERTY LINES AND THE LAND INDICATED HEREON IS CORRECT, THE OFFSETS SHOWN ARE NOT TO BE U �M7% NSTRUCT10N OF ANY STRUCTURE FENCE. PERMANENT ADDITION, ETC. 1�ik7 _ i X ,,,&Ak JAITS"M SALES Ch VIRGINIA LICENSED LAND SURVEY JANE SALES CLAM LTC. No. 2940 , 2. 0 � jtj &uss )ATE Hilo." LOCATION MM COPYRIGHT 2013 DELORM E STREET ATLAS USA 2013 SCALE: 1"=2000' LE GENlEy 123- a EXISTING CONTOUR x 123.45 EXISTING SPOT ELEVATION X TC 12,E 45 EXIST. TOP OF CURB ELEVATION x G fP296 EXIST, GUTTER ELEVATION bCi WATER VALVE CH OVERHEAD WIRES _w_ APPROX- LOC_ UNDERGROUND WATER LINE PER REF 4 1 AY - APPROX- LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUT APPROX LOC_ UNDERGROUND GAS LINE PER UTILITY MARKOUT T_ APPROX, LOC. UNDERGROUND TEL. LINE PER UTILITY MARKOUT F_ APPROX. LOC. UNDERGROUND ELEC. LINE PER UTILITY MARKOUT UTILITY POLE TRAFFIC SIGNAL MONITORING WELL ELECTRIC METER SANITARY MANHOLE STORM DRAIN MANHOLE WATER METER GAS METER SIGN 0 BOLLARD T METAL GUARDRAIL x FENGE LSA LANDSCAPED AREA 0-0 AREA LIGHT OO CLEAN OUT C PAINTED ARROWS IT DENOTES PARKING SPACE COUNT GUY WIRE TRAFFIC SIGNAL POLE SUSH ROW TREE (SIZE AS NOTED) W) MLA,5URLV (R) RECORD 0 REBAR W! CAP (BOHLER) FOUND UNLESS OTHERWISE NOTED SEE NOTE 3 BOUNDARY& PARTIAL TOPOGRAPHICSbWVEY CHIGIKLFIL-A, INC 350 WOCOBROOK DRIVE RIO MAGISTERIAL DISTRICT &06& ALBEMARLE COUNTY, VIRGIMA #1556 FILE NO. 22636 DAVIS DRIVE, SUITE 250 STERLING, �ARGNIA29164 SV166505, IDBOHLER'" 703109.9500 - 703.TC9.9501 FAX E N G I N I C- L�' R I boNmi N G www �wwnm DATE UPSTATE NEW ym Is "mN, MA 0 Nph K* mmo A WARR9NJ m NOMAM� Wm NJ m LEO VhLP, PA 0 OMWIM PA OW29117 : 8ALTMWND EgMTHUNWHOW WRORTHERNARMA mWAMT%DC 8ceflvkVlRGW ODM07ENC wRxvU,NC FIELD DATE CRIFIV CHIEF I DRMIM REVIEWED I APPROVED I SOALE. - 1 C1 08/06/17 ja GAS CR isc V= 20 .0 N I� A��7s UP W/TRANS.10 IDARC D.B. 3242EPG. 490 \ \ APPROX. LOC 15' CITY GAS LINE EASEMENT \ \ \I LANDS N/F \ D.B. 1597 PG. 302 LOWE'S HOME CENTERS, INC. \ D. B. 1573 PG. 453 \ \ \ ZONED: HIGHWAY COMMERCIAL \ \ \ \ \ I \ \ USE. RETAIL \ \ \\ \\ I \ \ r 22' STORM DRAINAGE EASEMENT �ti9a D.B. 3242 PG. 490 o \ \ OH- 10 TC 4; G 4 \ \'cv\ 480 C 500.18 \.S.A. 498.96 '` \ \ `, \ o r n csA. G 499. 5 �� + \ \ \�, S32 33 23 W (R) I� � � is B /NLE. A � 6� \ ��`� o r n rc 05 7 1 1 \ o, \ S27 14 02 W M i = \ ( ) G 05. 2 -� 489- S60°10'39'iE M 498.; \ , L'SA. 0 1 11 32.80 (R&M) 3 11 S65 30 00 E (M) 100 W i 1 ' 'C 498.99 I i ° S47° 16'20"E (M) ? 81.13 (R&M) \ \C 98.51 ° S4156'59"E (R) 174.99' (R&M) _ _ I 505.8 rC �03 W V A \ 1 v o v v�` A� pal PK NAIL PK NA/L-�� \v `� `v'v `i`v� `� V vi (BENT) FOUND p G 505. J 1 G 503.14 FOUl✓D \ \ \ \ + \ �\ It APPROX. L C L'0' +49s 43 ' \ \ \\` \ "` \ \ `\ \` \ `` \` '` TELEPHONE &TELEGRAPH COMPANY o IRGINA .{ 561,411 � ASPHALT } 5%1.08 WATERLINE EQ NT l i \ \ _ � ��( \ \\ � \ \ \ r I o D.B. 1673 PG. 1.93 \ 1 h \C-n \ \ N\ EASEMENT PAVEMENT CD => 1 :;0 < I=> 320 PG 198 \ 0 D.B. COVER\ CD~ TO603.58 o C m �o TL�500 44 \ \ \ Tc 577 03.\ `,\`, ` 1 � G �07 tJ ' G 4.99>94 - �t, \ ,'\ `, \ 1 � 1 v V k G 5T..26 TC �505.6 i TC 03.88 6 ° I O ` 11 ;, 6p \� I G 0JJ2 O u G 505.1 -- C `TZ 5Q3.64 O Z TC 01.67; 500.73 \\ \ \ FILTER- \ 8 "vi: ' G 50J9f v G 01.15 1 50023 �.r \ O so \ \ \ ¢82 0 m ` T G SOR54 FILTER -- --- r'c-- I � r - X 1.98 TC 499.99 \ „ `� m / TC50 J ` tP G5 .38 G5 4 \�t 6A 8 ( G SOJ ` 499.50- �\ z o SEE �W ETA/L A � o GR E INLET\-\ ?- Rl-501.18 i ' \� ao o c" INV A 491573 � � CONC. _W ' 15 `\ INV B= 6.93 o I \ QC 504.49 i ` kf)-01.87 i' G 504.06 ` STORM MH �? �„ , o \ s / TC 501.6c SIGN (TB o o RIM=501.82 _ -� o 1 lNV=49507 - 502 - f ASPHALT _ �OO y o \ N37 53 05 E R ASPHALT w PAVEMENT \ \� a I ( ) a ; PAVEMENT n�1- �,� - I� ! ------ LOwL_ / c sot �C =� N32°33'44"E (M) GOI�L�R '�\ So[iD WHITE [lNE TBRr - �1n �° ��Mth' / ; rc So4.o4 l I Ol l STRIPING (TBR) ° G'S03.49, CONC. � w 20' WATFRI lNE _EASEMENT � \ rc - - --� CONC. (TBR) I - - - - - - - PG. 303 �✓ F, \ \\` PAVEMENT I ARMING PAVEMENT MARKING r �� = `c Vim'/ \ �`' , o \ I G 5. \- GATE `--(_�i!%,PJ (TBR) (TYP) �T j `��\\ so1�\_ � `I\ \ �\ _ _ rc 05 / c�` / ` TC 503.09 \\ fr I /✓ ` _\ G 5057 I I Zn 4AMP ^/ TC 503.02 G 502.55 \O� \ o \ \ n \ \\ S 8 �� o�J, / I \ \0 � \ o (I \ `\ v \ ` 5 APPROX. LOC PERMANENT EASEMENT FOR G 502.54 / I \ ONC. _�\ 6 \, \ ` a,q i INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM \ �' / / I �- / / \ (TBR �� LC\ \ \ \ - I 20' SAN. LAT.. LASEMENT� \ v ``� / 2" BR) /�j / \ / 2 '� m �1 \ a i` p VDOT RW-202, PROD 16029 002-F19 D.B. 3242 PG. 490 �� I 1 �' \i , \ \', `. I�\�� 22' STORM DRAINAG_ \\ \ \\�\ \ EASEMENT _ _ _ \ \Q �\ o\ �\ \ D.B. 3313 PG. 303 1 L ----- -il--- -- - '�- \aTSC 502.7� R , TC 50i.f0' TC 5oJ24 WHEEL STOP (TBR) (TYP HAND�� So2v \ ` i \c SooSi \ I G 592.75 n n , , �s.--RAIL �.oa+ A P.. TC 505.29 \ I I•,5 / 0504.80 VER' i1 MENU I -ELECTRIC I \ STRIPING (TBR) z7 '"\ r '�ii I IJ O I L nn n X-CUT c; BOARD (TBR) FBCOVER (TAR)-OS=503.94 BUILDING) \ - " L �, \ \ \ /\ / \� \\\ I FOUND G �. I - I HT. =_i2l ' o ASPHALT �,! ( WATER COVER (TBRL) r, \ 1°AV MENT (TBR) \ \ \ r ,0 - Bi -- - ° I .AB. 3242 C 49fl �� 6 10 - \ I 0� PORTION OF BUILDING ¢ 1 `--i OD jON ACCESS EASEMENT o ;REASt Ili '-�� 0 8 t� EX SAN (TBR) 1-STORY HT. =t25' \\ - \ g� \1 D.B. 3242 PG 490 \ \ TP14P - `D LANDS OF BLOCK BUILDING 503.04 FF=503.83 CHICK-FlL A Qo \ / l t, APPROX. LOC. I�ONC. (TBR) �\\ RDER f4,449 S.F. `�35' � / v� 5 �', ° `\ �- 15' VEPCO EASEMENT IITO 50,�61 BOX DB 7251P 618 4.0'.' -` L `' N � \� `Y A\: D.B. 1054 PG 349 �\ I w \� 5oJo6� �RiI c PIP 459YD STORM MH�� _ ' / ISM=�18� ` V\ - \ p 40 CANOPY , CZ FF=503.95� RIM=50234 i, (TBR) ` v� I I .A1�EA:56054SF OR1.287AC R&M INV=492.93 �Q ' � NVF4�Z��, #n. PARCEL A ��. �� ^� I I �n / n _ \ \°i�'� �� OVER) - '` \ o r n D.B. 3242 PG. 490 \ \ 10' R) (TBR) 01 _ o� n h--nno�-ate_ �.1 - 1 \ \ \ \\ S76 57 39 W (R) \ °�� BOARD 2.eo OOl �aOIJ VL G 503r� 2 SHRUBS(TBR) I \ I -\ \l \� \ `r ' _ �S71 3818 W (M) LANDS N F _ _ � 1 LOWE'S HOME CENTERS INC. t 26 -- _ RM--Ro e2 \ 128.37 (R&M) �- I \ D.B. 1573 PG. 453 \ o° �\�� .\ \ (TBR) / +5 3 A U o = _ INV A=493. F; TC 502.95 i ' PID: 45-93A h �\ \ \ .1 So2sJ = ' 3 RCP __ - GRATE IN ET CONC. 15" INV B=493.4 \ 5 A C=493. ZONED. HGHWAY COMMERCIAL \ ! 'ao I� rc SOJss 0 �` ,)AIV. MH v _ --- =501. 5 ��3r3 t USE. RETAIL \ RIM 50275 \ ' --- I /D S/ co L0WL0W--L0W� BRICK WALL _SLOW LINL%'o s7 \� INV A 497.75 I Tc 5 HT=f z 1� o ' STORM DRAINAGE OP \ I INV B=496.75 1 G o2.18 �D J - i ° R cQ i •, 1 \ G 501.59 F4SEMENT\ INV C=497.90 I _ D.B. 3242 P \ STORM,1tiH�- R=1365.00' (R&M) -\- _ - - - - 1 - - - - - � � �s��` ___ _RW OT 10 o \ l \ 12OVER pN/ /I U7. 2 n' C . - i INV A=494.05 \ \ `\ `\ - - - - �007°53'28" (R&M) \ c� G� D TC 502.64 \ INV B=493.85 5 . \ 5�2' I �! c` i i o iO- -I' G 502.14 / _ APf�ROX. C. \ L=188.00 R&M APPROX. LOC 2� 502.- c� �`, �- __- o II , ` H ( ) 20, WAIL lNE bASEMEV \ �' o , „ SANITY STORM H GR INLET i BENCHMARK'' I POST- 9 C 5oz.22 GRATE INLET + D.Q 107 PG Z6 Tc 485 CHB=N01 4715 W R RIM=502. 6 RI 500.91 X-CUT ,0\ FIBER N ( ) SEWER EASEMENT ,' RAt4=500.90 /' _ +\ / I _ COVER _� i Q, ��/ G 484.t ' S�� N1�496 0 NV-4957 z o lNV- 96.18 ; C NC. ELEl. -( �Z2✓ CHB=NO3°32'06"W (M) \ D.B. 1078 B'G 26 - - - - / CHD=187_85' I,ML- - - -- - / - -- -- I COVER TC 501.8 __1/ I O I i L / /°% 10STORM DRAul ' IN EASEMENT 04c 5o1.2s „ �. \D.B. 3242 PG 490 \ c° I - -- --_- BENCHMARK Tc o .5a - I "-- i q92 kg1/487 ; z X-GUT -- ELEV=501.19 \ ---- c 2oZ_-- 502 O'/ / giKICrION LINE 00- I �5-12 32 - co 1 _ - - 50 _ \ " � 4B895 1 1 v ---- ----�- T .F499.47 - 499 APPROX. LOC SIGHT DISTANCE EASEMENT \ \ _ - -_ 49, D.B. 1038 PG 95 _ ---- -493 G-�� . r3 � - R=895.77' R&M ��® T-OF"WAw Y ( ) ROAD ��- -�- - - G 49321 0=005°14'24" R&IM®® Wi�E Ri�N LIC PAVED PUB 25 M.P'H' F497.43 L=81.92' (R&M) ) A PHALT EO SPEED LIMIT 15 GAS LINE EASEMENT ° , „ POST D.B. 1597 PG 302 CHB=N53 1458 W (R) CHB=N58°34'19"W (M) CHD=81.89' (R&M) APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM VDOT RW-202, PROD 16029-002-F19 LEGEND EXISTING CONCRETE CURB & GUTTER � TYP. SIGN 170- CONTOUR 68---- LINE X 81.16 SPOT ELEVATIONS -•--•--• PROPSAWCUT LOW -LOW- LIMITS OF WORK LOD LOD LIMITS OF DISTURBANCE DEMOLITION PLAN NOTES: 1. LIMITS OF SOIL DISTURBANCE = ± 0.22 AC OR 9,600 SF 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR SHALL DETERMINE ACTUAL LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST, NOTIFY ENGINEER IMMEDIATELY. 20 10 5 0 20 1 "= 20' 5200 Buffington Rd. At/onto Georgio, 30349-2998 Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY Q03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY MARK DATE BY �PILTH d, Z V JOHN C. WRIGHT y .p Lic. No. 046960 03/27/2020 Fss'O ��G �z w 30 �z ��pz�moa �� jFoow UF�a , (Dz� �aoQ"'azp„m > a a - z w w F 6 R ¢E n a W a ® BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE DEMOLITION ELAN DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. : V166505 STORE #1856 DATE :03/27/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID SSP-0 SHEET cmi ■ H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-SSP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES 0 0 PARCEL A D: B. 3242 PG. 490 LANDS N/E L OWE'S HOME CENTERS, INC. D. B, 1573 PG, 45J PID: 45-93A ZONED- HIGHWAY COMMERCW USE.- RETAIL ° S47°16'20"E (M) S41 °56'59"E (R) 174.99' (R&M) O I ° SPHALT N37 53 05 E (R) A � PAVEMENT N32°33'44"E (M) coVL�R I 125.64' (R&M) __ — CONC. IGATE \ \ Q RAMP �G I - \ \ O \ 764' \ VER X-CUT \ o FOUNa \ r ACCESS EASEMENT \ 0, D.B. 3242 PG 490 �n \\ r 22 PARCEL A \� . D. B. ,3242 PG 490 LANDS N/E 12 L OWES HOME CENTERS, INC. \ D.B. 1573 PG 453 \ � A PID. 45 9.3A ZONED.- HIGHWAY COMMERCIAL SAN. MH USE RETAIL \ RIM-502.75� INV A=497.75 \ INV 8=496.75 INV C=497.90 — — — _E=0U653'28" (R&M) I L=188.00' (R&M) Ap�_ OH OH OH OH I APPROX. LOG. 15' CITY GAS LINE EASEMENT \ \ \1 D.B. 1597 PG. 302 \ \ \ I1\ \ \ \ \\ \\ I \\ OH OH S32°33'23"W (R) S27°14'02"W M) S60°10'39"E (M) \ \ \\ \ \ S65°30'00"E (M) \ I \ \ 32.80I ( (R&M) 81.13' (R&M) \ I \ --- PA' 77� uNo VIRGINIA \ \ \ \ \ \ \ TELEPHONE & TELEGRAPH COMPANY \ \ / \ EASEMENT \ D.B. 320 PG 198 vcA 0 �Lp \n D m COAV z ASPHALT \ � c PAVEMENT 16 OLOWN Ow LOV�LO r v\ , 6B Ol X--A 22 o V A \ a - -1001. I \ \z > , Opy \ \ 4 11 66 \ \ \ m APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM ^ ^ ` — 1Uj15 /�� s \ \ o \ \ \ \ VDOT RW-202, PROD 16029-002-F19 0 `-STORM MH SR/M=49783 INV=491.53 I -STORM Mr,' RIM=5028 \ I p nvv N rye. o / LNV B 493 - \ C 493 I HT S =fr:' \\ \ —XcMRKCHB=N01°47'15W (R) —GRATE INLERlm, �RIM-500.90 I I \ L\7IN-V= 0220CHB=NO3o32r06W (M) ��. CHD=187_85' (R&IM)— BENCHMARK I X-CUT \ ELEV=509. 19 � EsrRlcrloN uNB_ I \ 3G BUILDING I 'CURB INLET- RIM=488.42 ' APPROX. LOC. SIGHT 10' PARKINS SETB�PK — — ' DISTANCE EASEMENT �D.B. 1038 PG 95 q i R=895.7T (R&M) �®j��F pWAy L— _ 0=005°14'24" (R&M) ®®75' Wi�PAVE0 P�B�125 M.P-N L=81.92' (R&M) APpSTET SPco LIMIT CHB=N53 14 5811 W (R) CHB=N58°34'19"W (M) CHD=81.89' (R&M) H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505-SSP-O.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES S76°57'39"W (R) S71 °38'18"W (M) 128.37' (R&M) 61 APPROX. LOC PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM VDOT RW-202, PRO✓ 16029-002-F19 ZONING INFORMATION AND DOTES: ZONE: HC (HIGHWAY COMMERCIAL) USE: CHICK-FIL-A DRIVE THRU RESTAURANT MAGISTERIAL DISTRICT RIO BULK REQUIREMENTS: REQUIRED PROPOSED MIN. LOT AREA N/A 56,054 SF MIN. LOT FRONTAGE 125' 128' BUILDING AREA 4,614 SF (160 seats) MIN. BUILDING SETBACK FRONT SETBACK (EAST) 10, 62.3' SIDE SETBACK (NORTH) 0' 88.0' SIDE SETBACK (SOUTH) 10, 71.5' REAR SETBACK (WEST) 0' 22,8' PARKING REQUIREMENTS 13 SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA. "PARKING 60 52 EXCEPTION APPROVED, SEE LETTER ON SHEET C-0.2. MAX. IMPERVIOUS AREA 15% 27% OPEN SPACE (15% REQUIRED) 8,408 SF / 0.19 AC 15,157 SF / 0.35 AC EXISTING SITE ELAN DESIGN NOTES & KEY PLAN 0 DIRECTIONAL GRAPHIC 2❑ DRIVE-THRU GRAPHIC 2A MULTI -LANE ARROW 3❑ NOT USED ® PAINTED HANDICAP PARKING SYMBOL C4.0 STANDARD PARKING STALL (TYP) 5 C-4.0 © DIRECTIONAL SIGNAGE C6 ALL SIGNS MUST CONFORM TO MUTCD LATEST VERSION NOT USED 6A "SIGN 66 HANDICAPPED WITH PENALTY (TYP) NOT USED 6C "CIRCLE ^ BG FeR r,RIV " SIGN NOT USED 6D ^'^"T T"^"' ^"" .�4 NOT USED 6E "ONE WAY" SIGN TURNONLY" NOT USED "LEFTN ;SIGN NOT USED 6G "PEBESTRIA-r" GRIOSs"a,rvv" SIGN NOT USED 6H-Be P4eT ENTER" SIGN 61 "MEAL DELIVERY ZONE" SIGN 7❑ HANDICAPPED RAMP WITH FLARED SIDE ® EMPLOYEE RAMP (10% MAX SLOPE) 9❑ PROP 370 SF± BUILDING ADDITION 10 PROP 20 SF± BUILDING ADDITION 11 TYPICAL SIDEWALK 11 C-4.0 12 C-4.0 18" CURB AND GUTTER - CATCHING 12 17 18" CURB AND GUTTER - SPILLING NOT USED 13 ^^' ' OVERi euNT"^' E CURB C-4.118 14 BOLLARD 01 15 TYPICAL ASPHALT PAVEMENT SECTION 16 PAVEMENT EDGE * NOT USED 17 ^eIs4GR Tr 24 „T � �. STE^ ^C-4.2 18 CONCRETE PAVEMENT SECTION AT DRIVE-THRU 19 HANDRAIL C�4.2 20 CROSSWALK DETAIL C-4.3 21 DRIVE THRU ORDER POINT ISLAND CURB 43 22 SAWCUT 23 DRIVE THRU DOOR, SEE BUILDING PLANS 24 RELOCATED FLAG POLE 25 OMD YELLOW SAFETY POST (15' O.C.) 26 TIER 3 FACE TO FACE ORDER CANOPY (SEE BUILDING PLAN FOR DETAIL) 27 TIER 3 OUTSIDE MEAL DELIVERY CANOPY (SEE BUILDING PLAN FOR DETAIL) 28 CLEARANCE BAR C42 29 CASH PAD KIOSK 30 TYPICAL ADA RAMP AND HANDRAIL C4 2 31 BIKE RACK ON CONC. PAD 41 C4.4 32 T EMPLOYEE SIDEWALK 33 LANDSCAPED AREA SITE PLAN NOTES: 1. CONTRACTOR TO PROVIDE MINIMUM PAVEMENT SECTION OR MATCH EXISTING SECTION, WHICHEVER IS GREATER, AS WELL AS, MATCH EXISTING CROSS -SLOPES IF ASPHALT PATCHING IS REQUIRED. SEE PAVEMENT DETAILS. 2. CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR THE EXACT DIMENSIONS OF THE BUILDING AND THE LOCATION OF DOORWAYS, UTILITIES, ETC. 3. CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY. 4. CONTRACTOR SHALL INSTALL EXPANSION JOINT BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH BUILDINGS, CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS. LEGEND PROPOSED CONCRETE CURB & CONCRETE CURB & GUTTER GUTTER TYP. SIGN DEPRESSED CURB TYP. SIGN PROP CONCRETE ; SIDEWALK 4. PROP VARIABLE DEPTH ASPHALT OVERLAY PROP ASPHALT a a ° PROP ° CONCRETE PROP CANOPY L---J PROP SAWCUT — • — — • — — - LIMITS OF WORK LOW --LOIN LIMITS OF DISTURBANCE LOD LOD 20 10 5 0 20 1 "= 20' 0 5200 Buffington Rd. AMonto Georgio, 30349-2998 � x Know whats below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY Q03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY A I MARK DATE BY �PILTHOp Z V JOHN C. WRIGHT y .p Lic. No. 046960 ��.4, 03/27/2020 Fss'O ��G b-� z W g% z w� w z zo F 1�1 U m zc, 5 Wd Ems-^ gsw z a .E 4 �H aao��DWz� za W H �w S_ �p C5 g BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE SITE PLAN DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE ; #1856 DATE ; 03/27/2020 DRAWN BY ; MEG CHECKED BY : JCW CAD ID ; SSP-0 SHEET C=2,0 N (m PARCEL A D. B. 3242 PG 490 LANDS N/F LOWE'S HOME CENTERS, INC. D. B. 157J PG. 453 PID.• 45-93A ZONED: HIGHWAY COMMERCIAL USE RETAIL r�0 \ \ _ I - -OH- I \ APPROX. LOC \ 15' CITY GAS LINE EASEMENT \\ o I D.B. 1597 PG. 302 \\ \ 0 I/ E OH ON t TC 479.78 \TC 498.74 , G 479. " 3 \ 6-498.38 �( \\'�\` 18p I 1 - Jrr / TC 500.18 \ \ +498.96 �\ \ .\ \ \ \\\ \\ �� \d; `\'', \ S \ C' B /NLEi \ S rC ¢05.77 G 05.22 I TC 505.6- G 505.43 \� 4C 504.49 G 504.08 I I ,I I N37°53'05"E (R) N32°33'44"E (M) / \ r rc Soo. 04 `\ 125.64' (R&M) G 50349 I TC 50' c G 50 / MEI I \ 18 A I \ I20' SAN. LAT. EASEMENT �I- D.B. 3242 PG 490 I\ 1� \ ITC 505.2; \ G 504.80 I IFOUND I ';r F I O \ ACCESS EASEMENT TP MEMPIG 503.( D.B. 3242 PG 490 MEIG 504.00+ � o I \ 1 l OO 1 \ c MEIG 503.75± PARCEL A \� . D. B. 3242 PG. 490 \ LANDS N F j ME/G 503.20+ LOWES HOME CENTERS, INC. D. B. 157J PG. 453 \ goo PID: 45-93A ZONED: HIGHWAY COMMERCIAL SAN, MH- - I USE.• RETAIL / RIM=50275 INV A=497.75 INV B=496.75 R=1365.00' (R&M) - - - - �0 7°53'28" (R&M) - - - - L=188.00' (R&M) APPROX.. LOC. 2f' s \ \ 22' STORM DRAINAGE EASEMENT \ D.B. 3242 PG. 490 OH OH I to r n '-498.T; S60 10 39 E (M) r489.22 S65030'00"E (M) S47°16'20"E (M) 81.13' (R&M) \ 1c sa 901 S41°56'59"E (R) 174.99' (R&M) IRK &=NIP APPROX.. L C. 20' \ \ `\ +(1.08 WATERLINE EAMENT } 499.43 \ GRA \` \ D.B. 1673 PG. 1.93 R! 4 .50 \ \ ";\ '\ \ \ Q \ o INV=49 90 \ 58 o T500.44 \ i 6" ��-o L-JQ3.64 TC 501.67` TO 500.73j G 50?-rs G 501.15 v G 50023 y� Z41) 500. _= FO \ 500. TC 5Q2.03-- - T TC 501.88 i jC 500.98 i G 507,54 F/LTER J G 501.38 i G500.44 i ; C 499.99 �; 6' \ (SEE e* DETAIL) GRATE INLET RIM=501.18 INV A=49573 E/ \ \ \ INV 8=496.93 �� -I-.501.87 O� STORM MN `So RIM=501 " _ - Tc 5o1a5 \ t• TP Fm TQ N�=dOF nn�n 7D2 ``-�`� ---- G 501.13 ^00.85 CHB=N01°47'15"W R \ ANIT Y 1 RIM=50249 / �C 501.22 G71'A/E INLET �' 1 ) SEWER EASLIVENT RN=500.90 / 500.76 �' INV=495.74 CHB=NO3°32'06"W (M) D.B. 1078 MG 26 ; ' y NV-\496.0�� - - CHD=187_85(RM�_ EASEMENT 04 B. 3242 PG 490' \\� --- -BENCHMARK X-CUT I/ \ � TC52.58 IELEV.=501.19 I G 20Z---50, 500 I / I �-500-� II49947 ------------_T- �_---------- - -r r -G ITC 497.15, � �� - - - -- G G 496 6i / 6 �(\91 - k96 Tc 49371 +497.43 ' 32°33'23"W (R) 27°14'02"W (M) 32.80' (R&M) \\ \ \\ \\ A, � VIRGINIA TELEPHONE & TELEGRAPH COMPANY EASEMENT \ D.B. 320 PG 198 `t82 7 \`� G 481.9 <� - \ a ME/G 500.35± APPROX, LOC. PERMANENT EASEMENT FOR G 500.45 \11\ \\\\ \`\\\\\\\\ \\ ` INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM G 500.60\ \ VDOT RW-202, PROD 16029-002-F19 ' G 500.70 22' STORM DRAINAGE \ \ EASEMENT D.B. 3313 PG 303 �APPROX. LOC. 15' VEPCO EASEMENT D.B. 1054 PG 349 \' G 48385 010 TO 501.82 ' G 501.26 'Rlv-442- ' TC 488. 5 G 488.47 1 1 _496"l / / '� j�- _- APPROX. LOC. SIGHT 494 f�i DISTANCE EASEMENT _ D.B. 1038 PG 95 493 �V 10 R=895.77' (R&M) ��i�®®T-OF-WAY F p AW y =005°14'24" (R&M) ®op o AVRp PUB�I 25 M P.H• L=81.92' (R&M) ASPHSPEED LIMI1 CHB=N53°14'58"W (R) POSTED CHB=N58°34'19"W (M) CHD=81.89' (R&M) S76°57'39"W (R) S71°38'18"W (M) 128.37' (R&M) Tc 485.3.- APPROX. LOC PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM VDOT RW-202, PROD 16029-002-F19 GRADING PLAN NOTES: 1. EXISTING SITE INFORMATION IS BASED ON BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY ENTITLED, "BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY, CHICK-FIL-A, INC., 350 WOODBROOK DRIVE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY VIRGINIA," PREPARED BY BOHLER ENGINEERING, DATED: 8/29/17. HORIZONTAL DATUM:VCS NAD83/2011 NORTH ZONE; VERTICAL DATUM: NVAD 88 2. CONTRACTOR SHALL MATCH FLOWLINE OF EXISTING GRADE AND MATCH EXISTING CROSS -SLOPES IF ASPHALT PATCHING IS REQUIRED. 3. CONTRACTOR SHALL MATCH EXISTING GRADES WHEN TYING PROPOSED FEATURES INTO EXISTING FEATURES. 4. CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH PRIOR TO INSTALLATION OF CANOPY FOOTERS. ADA CONSTRUCTION NOTES TO CONTRACTOR 1. NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE. 2. NO ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION. 3. NO ADA CURB RAMP IS TO EXCEED 8.33%. 4. THE CONTRACTOR IS RESPONSIBLE DURING THE FORMING OF SIDEWALKS, RAMPS, CROSSWALKS, AND ADA PARKING TO VERIFY THAT ADA COMPLIANCE IS ACHIEVED. PROPOSED ADA AREA TO BE CONSTRUCTED WITH STRIPING ONLY, AS EXISTING GRADES BELIEVED TO BE ADEQUATE. CONTRACTOR TO CHECK EXISTING CONDITIONS. 5. IF DURING THAT CHECK ANY NON-CONFORMANCE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT. EXISTING LEGEND PROPOSED CONCRETE CURB & CONCRETE CURB & GUTTER GUTTER TYP. SIGN DEPRESSED CURB --------------------------- TYP. SIGN PROP CONCRETE SIDEWALK y PROP VARIABLE DEPTH ASPHALT OVERLAY PROP ASPHALT PROP a ° CONCRETE r PROP CANOPY L--_J PROP SAWCUT - • - - • - - ' LIMITS OF WORK -LOW -LOW - LIMITS OF DISTURBANCE LOD LOD 20 10 5 0 20 1 "= 20' I i 5200 Buffington Rd. AMonto Georgio, JOJ49-2998 Know whats below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY Q03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY �pL Op Z V JOHN C. WRIGHT y Lic. No. 046960 .t� 03/27/2020 `t1 Fss'O �G �z 30 6Ex'o W �z' 11.0 z<moa �aoQ"'azp„m z as F � <z a� W �w ® BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE GRADING AND DRAINAGE PLAN DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. : V166505 STORE #1856 DATE :03/27/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID SSP-0 SHEET C=3,0 H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-SSP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES N O PARCEL A D.8. 3242 PG. 490 LANDS N/F LOWE'S HOME CENTERS, INC. D. B. 157J PG. 453 PID.• 45-93A ZONED: HIGHWAY COMMERCIAL USE.- RETAIL I , I \ I � , I , I F , I I I , , , I 22' STORM DRAINAGE I D.B. 3242 \ \ N \ 700 S32'33-23"W (R) 'Tw S27'14-02"W (M) \s \' P pNAIL , `\j PK FO lL� \ \ \ \\ \ \ a\\` \`\ o\\\\\�\\ _�--(BENT) ISA \ ` to ,Y -f Jl1J APPROX. L pC. 20' VIRGINIA , o ; \ WATERLINE EAf,MENT�TELEPHONE & TELEGRAPH COMPANY=00 D.B. 1673 PD 1.93 \� , EASEMENT _ CD \. IP \ ` ` `\ D.B. 320 PG 198 �Ix SA VA '��1 \�`v`,`v` \A+` 27C `, ` \ ` + ` '\ + �\ O A \ FILTER G \ `v A �` 'v \ 0 - --- -- --------------- FIL TER \\ TA \ p \ ` _ \ `\ , o O DETAIL) \ \ \ 9 \ ` GRATE INLE \ \ m < - (SEE BMA o INV A=49573 \ / / V W \\ \ \ \ \ tP INV 8=496.93 \ - STORM MH �Ynll/ -? \ 0 so RIM=501.82 - - \ TP \ \ `, ` �� m SA INV=495.07 _"502'" ----- p \ �_ ° •� o \ N37°53'05"E (R) Low-�� \ ,'\ o , " 1. LOVI,--LONE--L LOW--L04�� \ \ \ \\ \\ \\\ a N32 3344E (M) � r - I125.64' (R&M) sA dog aol M E 303 �% Zoo S J03 \ \ \ \ SIF l00.7 'Sy \V p ® 20 , I ✓ O \+ \ `\ `\ \ \ APPROX. LOC, PERMANENT EASEMENT FOR l6029-002-F19 o O \q ` y , INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM -� \ I20' SAN. LAT. EASEMENT VDOT RW-202, PROD D.B. 3242 PG 490 I I v \ \ \ ' ` `` \ �\ \\ \ �' 22' STORM DRAINAGE I- - - o ---�o \\ EASEMENT V\ V \ V vv D.B. 3313 PG. 303 \ p \\\ \ \\\ �`' 1 In inn- inn--- i nj Lv '\� - \ \ `� ` \�` ` \ `\ Ir Lvv nD- \ \, J,1 \ \ A' -CUT --- FOUND �i o `` '? FOUNDMU 0 In S ACCESS EASEMENT F TP S TRA ` \\ APPROX. LOC. D.B. 3242 PG 4 ` � I y,\o\ \ , \ \ IN TP------- 5 MU v� \ \ \ _\ 15' VEPCO EASEMENT �. D.B. 1054 PG 349 �� \ �rSTO A( b�fl �+ / ♦ ♦ STORM MH \+ R1�1�� S47°16'20"E (M) S41 °56'59"E (R) 174.99' (R&M) I I I' \ \ APPROX. LOC. 15' CITY GAS LINE EASEMENT \\ D.B. 1597 PG. 302 \ I 0 3 \ S60°10'39"E (M) r4 81.13' NN o ' D O \ ♦ ♦ RIM=502 34 ; , 1 > \ lNV�41.3\ \ ', \V +` ', \` INV=49293 \ \ PARCEL A �. \ \� ,Y _ D.B. 3242 PG. 490 A�, -,--nno�-a'u SA •- - 1 / /% ,� \ S76 57 39 W (R) ---,- o \� , S71 °38'18"W M \ LANDS N F \ � � P `, I ;i1 ,� ,',' � 1 w `, \ ` ` •', D.B. 1573 PG CENTERS, 0 S I B B/ STORM 128.37 (R&M) LOWES HOME CENTERS, INC. \ - "I------------- A ° _ _ - - - -_'L INVA=282 49J.51%'; \ V\N \, L \, \ PIT. 45-93A \ A �o� -" 503 A INV C=4934. ; (INV B=493.4 \ ,\ ZONED.- HIGHWAY COMMERCIAL USE. RETAIL \ R/M=50275 ; L �� _ � - - <--- - LC o SAN. MH S O � SF LOOA--LOVV -LOW-� INV A=497.75 ZOD- INV B=496.75 ♦ F�SEMENi / //\ _ \ INV C=497 IS �h0� SA IP A D.B. 3242 PG�4��\ STORM,rtfH -77 R=1365.00' (R&M) - - - - - so - _-R/M-�o310 o I n .� iT / �� / / INV 8=493.85 \ ' c\ \\ \',\ ``,\ \\ `\'1 `'� W /u INV A=494.05 .\�'�'R)YA r I O\\ , \1 - �007 53 28 (R&M) \ D rl L-188.00' R&M 1 - / i - AP00X. c. , - ( ) APPROX. LOC. 2� }}5� 20, WATE lNE PSEMEN) W UN o , „ SANIT Y �1, GRATE INLET` STORM MH GRATE INLET ` / BERJGD.Q. 107 PG 76 CHB=N01 4715 W R \ i RIM=50249 R/M=500.91 X-CUT 507 g' / QN ( ) SEWER EASEMENT RIt�=500.90 /NV=49574 9 �/ o I n IP INV=496.1802. CHB=NO3 3206 W (M) \ D.B. 1078 RG 26 _ 496.05� - f - 9�- �- i CHD=187_85' (R-M�- - - - DRAIN SA iSEMENT ' 1: 3242 PG 490 .''BENCHMARK , Ng6 i� q9� , k9 ' CUT -- --- p,, 93 - `� ELEV.=50X---- -- 1.19 502 - �0 0 APPROX. LOC PERMANENT EASEMENT FOR �V) �pti h A�__ ' k� INSTALLATION &MAINTENANCE OF SIGNAL SYSTEM CURv,/ ' "-/ ' VDOT RW-202, PROJ 16029-0024-19 501 - 500 - I/ 4g9 i ,.499 498 497. "- 4g6 " APPROX. LOC. SIGHT 1 _ _--------------- _�T .- '_ DISTANCE EASEMENT -�- - �T _ f� 4� D.B. 1038 PG 95 -----------_-1---- c i c��- A <-- -- 00 -c , ' _ �fi_ ''_- - __- �'_ _==F-- R=895.77' (R&M) �� pwa _-- 0-005°14'24" (R&M) ® 75' WILL, pUBL10 5 p.H - L=81.92' (R&M) ASPHALT LT SpLEO LIMIT 2 CHB=N53°14'58"W (R) POS CHB=N58°34'19"W (M) CHD=81.89' (R&M) TITLE SYMBO):,L:] 3.W STORM DRAIN INLET PROTECTION I P SA 3.01 SAFETY FENCE SAF 3.02 TEMPORARYSTONE CE CE CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING MU MU 3.38 TREE PRESERVATION TP TP AND PROTECTION SOILS CABLE SYMBOL SOIL NAME SLOPES 27B ELIOAK LOAM 2 TO 7% 27C ELIOAK LOAM 7 TO 15% 34D GLENELG LOAM 15 TO 25% LEGEND EXISTING CONCRETE CURB & GUTTER DEPRESSED CURB TYPICAL SIGN -170- CONTOUR ----168- LINE X 81.16 PROP SAWCUT LIMITS OF WORK LIMITS OF DISTURBANCE EROSION NOTES. PROPOSED 340 338 LOWLOW LOD LOD 1. CONTRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGED DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 20 10 5 0 20 1 "= 20' 5200 Buffington Rd. At/onta Georgio, 30349-2998 Know whats below. Call before you dig. ALWAYS CALL 811 IYs fast. IYs free. IYs the law. REVISIONS: MARK DATE BY Q03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY A I MARK DATE BY �JkLTH 0 Z V JOHN C. WRIGHT y .p Lic. No. 046960 03/27/2020 Fss'O ��G �z 0 w 30 _1 �z ��pz�moa 7 O� QaoQr�z��m z U a F6R a� ® BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE EROSION AND SEDIMENT CONTROLPLA DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE ; 03/27/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID SSP-o SHEET C=3,1 H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-SSP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES EROSION AND SEDIMENT CONTROL NARRATIVE: MS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROJECT DESCRIPTION: PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND THIS PROPERTY IS LOCATED AT 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA. THE PURPOSE OF THIS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. PROJECT IS TO CONSTRUCT A DUAL LANE DRIVE THRU, A ±370 SF BUILDING ADDITION, A CANOPY ABOVE THE DRIVE THRU, A MEAL DELIVERY CANOPY, MINOR PARKING LOT WAY FINDING SIGNAGE AND STRIPING CHANGES, AND MINOR UTILITY RECONFIGURATION. THE TOTAL AREA DISTURBED IS ± 9,600 SF. R-2: NOT APPLICABLE. EXISTING SITE CONDITIONS: MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. THE EXISTING 1.29 ACRE SITE IS CURRENTLY A RESTAURANT DRIVE THRU AND PARKING LOT. TREE PROTECTION, PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS INLET PROTECTION, SAFETY FENCE, AND SILT FENCE WILL SERVE AS PERIMETER CONTROLS TO PROTECT THE UNIFORM, MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. EXISTING VEGETATION OUTSIDE THE LIMITS OF CLEARING AND TO PREVENT SEDIMENT FROM EXITING THE SITE. THE SLOPES ON THE SITE ARE BETWEEN 1% AND 25%, AND GENERALLY DRAIN AWAY FROM THE BUILDING INTO AN EXISTING CLOSED STORM SYSTEM. R-3: PERMANENT VEGETATION WILL BE PROVIDED FOR ALL DENUDED AREAS. ADJACENT PROPERTY: THIS PROPERTY IS BORDERED TO THE NORTH BY LOWES HOME IMPROVEMENT, TO THE EAST BY U.S. ROUTE 29, TO MS-4: SEDIMENT BASINS AND TRAPS PERIMETER DIKES SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO THE SOUTHEAST BY A WOODBROOK DRIVE, AND TO THE WEST BY LOWES HOME IMPROVEMENT. TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. OFF -SITE AREAS: NO OFFSITE AREAS REQUIRED FOR EXPORT OF MATERIALS ARE ANTICIPATED WITH THE PROJECT. IF EXCAVATED R-4: INLET PROTECTION IS PROPOSED AT EXISTING INLETS NEAR DISTURBED AREAS AND WILL BE FUNCTIONAL MATERIAL IS GENERATED, IT SHALL BE DISPOSED OF IN A LAWFUL MANNER AND THE CONTRACTOR SHALL BEFORE UPSLOPE LAND DISTURBANCE COMMENCES. COORDINATE THE HAUL ROUTE WITH THE YORK COUNTY CIVIL INSPECTOR. ANY OFFSITE AREAS SHALL BE APPROVED AND PERMITTED BY THE YORK COUNTY PRIOR TO USE. MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND SOILS: DIVERSIONS IMMEDIATELY AFTER INSTALLATION. PER NRCS SOILS INFORMATION, THE SOILS ON -SITE ARE ELIOAK LOAM AND GLENELG LOAM.. R-5: NOT APPLICABLE. THERE ARE NO PROPOSED EARTHEN STRUCTURES. CRITICAL AREAS: NO KNOWN CRITICAL AREAS SUCH AS STEEP SLOPES, CHANNELS, OR UNDERGROUND SPRINGS HAVE BEEN MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL IDENTIFIED WITHIN THE PROPOSED LIMITS OF DISTURBANCE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. THE APPROPRIATE SAFETY MEASURES AND EROSION CONTROLS DURING THE CONSTRUCTION ACTIVITIES. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF EROSION AND SEDIMENT CONTROL MEASURES: DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE (3) ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS UNLESS OTHERWISE NOTED ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES GREATER THAN OR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM SHALL BE CONSTRUCTED AND MAINTAINED, ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF THE VESCH SHALL OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SPECIFIC EROSION AND SEDIMENT MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 1. SAFETY FENCE - 3.01 - A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. SAFETY FENCE SHALL BE INSTALLED AROUND THE LIMITS OF DISTURBANCE AS SHOWN ON THE R-6: NOT APPLICABLE. THERE ARE NO PROPOSED SEDIMENT TRAPS. PLANS TO PREVENT PEDESTRIAN TRAFFIC ON SITE. 3. SILT FENCE BARRIER - 3.05 - SILT FENCE BARRIER WILL BE INSTALLED DOWN SLOPE FROM AREAS WITH MS-7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW. A SUPER SILT FENCE IS A SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL TEMPORARY SEDIMENT BARRIER CONSISTING OF SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ATTACHED TO CHAIN LINK FENCING SUPPORTED BY METAL POSTS, MAY BE UTILIZED BELOW DISTURBED AREAS. R-7: CONTRACTOR TO ENSURE ADEQUATE MEASURES ARE PROVIDED SHOULD SLOPES BE FOUND TO ERODE 4. STORM INLET PROTECTION - 3.07 - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A EXCESSIVELY AFTER PERMANENT STABILIZATION. STORM DRAIN DROP INLET OR CURB INLET. 5. PERMANENT SEEDING - 3.32 - ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN PLANTING SEED TO REDUCE EROSION AND DECREASE SEDIMENT YIELD AREAS, IMPROVED WILDLIFE HABITAT, ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. ENHANCE NATURAL BEAUTY AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT R-8: CONCENTRATED RUN-OFF IS NOT EXPECTED DURING CONSTRUCTION, ANY CONCENTRATED RUN-OFF MATERIALS. ENCOUNTERED DURING CONSTRUCTION WILL BE CONTAINED WITHIN AN ADEQUATE, CHANNEL, FLUME OR SLOPE 6. MULCHING - 3.35 - APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. DRAIN. 7. TREE PROTECTION - 3.38 - PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE LAND DISTURBING AND CONSTRUCTION ACTIVITY. PROVIDED. SEQUENCE OF CONSTRUCTION: 1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS. R-9: NOT ANTICIPATED - HOWEVER, CONTRACTOR SHALL ENSURE ADEQUATE MEASURES ARE PROVIDED SHOULD THIS CONDITION ARISE. 2. PRIOR TO ANY EARTH DISTURBANCE, CONTRACTOR TO CONTACT THE COUNTY AND SCHEDULE A PRE -CONSTRUCTION MEETING. MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO 3. INSTALL INLET PROTECTION ON EXISTING INLETS. THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 4. INSTALL TREE PROTECTION AS NECESSARY. 5. BEGIN REMOVING THE EXISTING PAVEMENT, CURB AND SURROUNDING DISTURBED AREAS AS SHOWN ON R-10: INLET PROTECTION AND SILT FENCE IS PROPOSED TO PREVENT UNFILTERED WATER TO ENTER THE PLANS. CONVEYANCE SYSTEM. 6. START CONSTRUCTION OF PROPOSED BUILDING ADDITION, CANOPIES, CURB, SIDEWALK, AND ASSOCIATED UTILITIES. MS-1 1: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE 7. BEGIN GRADING THE DISTURBED AREAS AND PREPARING SUBGRADES AND SOIL IMPROVEMENTS. INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 8. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL R-11: NOT APPLICABLE - NO STORMWATER CONVEYANCE CHANNEL OR PIPES ARE PROPOSED. STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE. 9. IMMEDIATELY, PERMANENTLY STABILIZED AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT 10. PREPARE SITE FOR PAVING. POSSIBLE DURING CONSTRUCTION. NON -ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY 11. PAVE SITE IN NECESSARY AREAS. NON -ERODIBLE COVER MATERIALS. 12. INSTALL APPROPRIATE PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 13. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, IF NECESSARY. R-12: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. 14. OBTAIN CONCURRENCE FROM THE COUNTY INSPECTOR THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX CONSTRUCTION HAS BEEN COMPLETED, THEN: (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIALS A. WITHIN 30 DAYS REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. SHALL BE PROVIDED. B. REMOVE ALL TEMPORARY CONSTRUCTION EQUIPMENT, CONSTRUCTION MATERIALS AND DEBRIS FROM THE SITE. R-13: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. C. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY MEASURES. NOTE: THE CONTRACTOR SHALL CONTRACT WITH A GEOTECHNICAL ENGINEER FOR SPECIFIC CONSTRUCTION MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE RECOMMENDATIONS REGARDING MATERIALS AND TESTING. WATERCOURSES SHALL BE MET. MAINTENANCE PROGRAM: R-14: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED, AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE 2. NO AREA SHALL BE LEFT DENUDED FOR A PERIOD LONGER THAN 7 DAYS WITHOUT CONSTRUCTION ACTIVITY. WATERCOURSE IS COMPLETED. 3. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. R-15: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. 4. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN PERMANENT STABILIZATION: ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. PERMANENT STABILIZATION SHALL BE PROVIDED ONCE ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. THE SPECIFICATIONS AND DETAILS FOR THE PERMANENT STABILIZATION ARE INCLUDED ON THIS SHEET. PERMANENT B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. STABILIZATION INCLUDES PERMANENT SEEDING, SODDING, AND MULCHING. THE SITE CONTRACTOR SHALL USE THE C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED STABILIZATION METHOD AS DEEMED MOST APPROPRIATE FOR EACH GIVEN PERVIOUS AREA. SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. STORMWATER RUNOFF CONSIDERATIONS: D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE NO CHANGE IN DRAINAGE AREAS TO THE EXISTING STORM INLETS HAVE BEEN MADE WITH THE PROPOSED EROSION AND PROMOTE STABILIZATION. IMPROVEMENTS. AS SUCH, IT IS THE OPINION OF THE ENGINEER THAT THE EXISTING CLOSED STORM SYSTEM IS E. RE -STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. ADEQUATE TO CONVEY STORMWATER. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. CALCULATIONS: THERE ARE NO CALCULATIONS REQUIRED FOR THE PROPOSED EROSION AND SEDIMENT CONTROLS. R-16: CONTRACTOR TO ENSURE THAT THE STANDARDS ARE MET WHEN RELOCATING LATERALS. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON SITE AT ALL MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL TIMES. BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT APPROVING AUTHORITY. LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES AND INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND R-17: ANY AND ALL MATERIAL OR DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE REMOVED SEDIMENTATION AS DETERMINED BY THE COUNTY OF YORK. THOROUGHLY AT THE END OF EACH DAY BY THE CONTRACTOR. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. THE EXISTING 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN ASPHALT ENTRANCE AS SPECIFIED IN THIS SITE PLAN SET WILL BE UTILIZED AS THE SITE CONSTRUCTION CLEARING AND GRADING. ENTRANCE AND WILL BE MAINTAINED IN ACCORDANCE WITH THIS STATEMENT. 5. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE FURTHER EROSION AND SEDIMENTATION. MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT R-18: TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED UPON APPROVAL BY THE THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. COUNTY INSPECTORS AND ANY AREA DISTURBED BY THE REMOVAL WILL BE IMMEDIATELY STABILIZED. 8. PRIOR TO FORECAST OF A LARGE STORM EVENT, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AND ENSURE THEY ARE FUNCTIONAL. ANY OPEN TRENCHES SHALL BE TEMPORARILY BACKFILLED. MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF EROSION AND SEDIMENT CONTROL NOTES STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE MINIMUM STANDARDS: FOLLOWING STANDARDS AND CRITERIA: MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF R-1: TEMPORARY SOIL STABILIZATION WILL BE APPLIED TO NEWLY GRADED AND DENUDED AREAS THAT WILL ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 7 DAYS. PERMANENT STABILIZATION WILL BE APPLIED AREA OF THE PROJECT IN QUESTION; OR WITHIN 14 DAYS TO DENUDED AREAS WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED FOR LONGER (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAN 14 DAYS. THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS;AND (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505-SDP-O.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:06 AM LAST SAVED BY: CHUGHES PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR 3 DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO I. DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; II. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24- HOUR STORM;AND III. REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19. 1992 RIMNI TABLE 3.35-A [ORGANIC MULCH MATERRat:S AND APPLICATION RATES RATES: MULCHES: NOTES. Per Acre Per 1000 sq. ft. Straw or Hay 1� - 2 tuns 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tuns for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs, winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - G tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried.. Do not use in fine turf areas. Apply with mulch Blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. Source: Va.. DSWC CONSTRUCTION OF A SILT FENCE TE. 3.05 (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'0k f FLOW / 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) , POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SEDIMENT CONTROL VA. DSWC, SHERWOOD AND WYANT 1992 3.32 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. Kentucky 31 or Turf -Type Tall Fescue 95-100% Improved Perennial Ryegrass 0-5% Kentucky Bluegrass 0-5% High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (3:1 or less) Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) Kentucky 31 Fescue 108 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. Crownvetch ** 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye ** Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. III - 303 STONE CONSTRUCTION ENTRANCE 3 02 E1 75' MIN. EXISTING AI 3' PAVEMENT d 1 5:1 FIITER CLOTH A MOUNTABLE BERM 6" MIN. (OPTIONAL) SIDE ELEVATION EXIST T G GROUND 75' MIN, T B WASHRACK 10 MIN. (OPTIONAL) 12' MIN.* 10' MIN. EXISTING PAVEMENT VDOT #1 COURSE POSITIVE DRAINAGE 10' MIN. AGGREGATE B TO SEDIMENT I * MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 3" MIN. 111_1I ITI - 3" MIN. FILTER CLOTH SECTION A -A REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE: ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL, AND VA. DSWC GRAVEL AND WIRE MESH DROP PLAE 3 07T 2 INLET SEDIMENT FILTER 18" MIN. RUNOFF WATER WITH SEDIMENT LL - 0 SEDIMENT GRAVE! (12"MIN. DEPTH) FILTERED WATER I WIRE MESH SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA DSWC FENCING AND ARMORING 3 3812 DRIP LINE SNOW FEN BOARD FEI nnnnrnr METHODS OF TREE FENCING NCE 00 00 wwwww.. TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING SOURCE: VA DSWC 11 il 5200 Suffin9 ton Rd. At/onto Georgia, .30349-2998 Know what's below. Call betom you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY Q03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY A MARK DATE BY A ENL OF I V JOHN C. WRIGHT y .p Lic. No.046960 03/27/2020NAL Fss'O �G Z k ~ W W ?nE w w p x W ;�wm x x a Q0�a°�No z W a' 9� BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE EROSION AND SEDIMENT CONTROL DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE :03/27/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID SDP-0 SHEET C=3,2 N� 1 0 PARCEL A D. S. 3242 PG. 490 LANDS N/F LOWE'S HOME CENTERS, INC. D. S. 1573 PG. 453 PID.• 45-93A ZONED: HIGHWAY COMMERCIAL USE.• RETAIL PK NAIL FOUND I \ \ I \ APPROX. LOC \ 14) A�_ 15' CITY GAS LINE EASEMENT \\ I D.B. 1597 PG. 302 \ \ \ I22' STORM DRAINAGE EASEMENT \ \ \ \ \ D.B. 3242 PG 490 \ \"\ '-i�489.22 INLcS60°10'39"E (M) \ \ 498-11 \ I S47°16'20"E (M) 81.13' (R&M) \ I O S41 °56'59"E (R) 174.99' (R&M) Pff NAIL` FOUND-� \ \ \ \\ APPROX. IOC. \ \ \ WATERLINE EASEMENT \ c \ D.B. 1673 PG. 193 4 lNV=4\9i, \ \ \ 1 0 \ o ) .o F FILTER GP � r > SEE BMP DETAIL _ GINLET RATE o $ \ \ \ i \ R1M=501.18 � � � 13 o INV A=495.73 - INV B=496.93 I = STORM MH� - \ \ \ RIM=501.82 ^ IAA/ 49507 L��y-� p I N37053'05"E (R) co\ �r1o Low--Low L LOW LO 1�IT EASEMENTN32°33'44"E (M) v� ? D.B. 1597 PG. 302 125.64'(R&M) g ao� a 20' WATERLINE LAS MENT 1-7 77 I JOJ O \ a of a g OY \ oo < a I 10> > >O 20' SAN. LAT EASEMENTS �\ o �\ o' TP j 12 D.B. 3242 PG. 490 1 o a a T > \� TP fLGD LOD-t.OG�<.r06 I X-CUT n o e e 1 TP LOD - LC \ FOUND \ I 'j 2 \�� e 6 �v O � 4 �Op ACCESS EASEMENT o ° . A D.B. 3242 PG 490 I e P > G \ a 0 5 e STORM MH %may a R/M=502.34 / i 1 INV=49293 ; g PARCEL A D.B. 3242 PG. 490 \ I o ' o�-+,��, �S \ \ ` 11 a• J• Q V n a n• aODLLANDS N F a o o�A o ITTao / a I a B - _� I I STORY 493 LOWES HOME CENTERS, INC. �,\a 1 A D _- _- - _ B R/M=50Z82 \ \ a -�- -�---- - D. B. 1: 4 PC 453 \�� a 9 a a 15"RCP INV B=493 ; PID: 45-93A 1 0 A INV C=493.; ZONED: HIGHWAY COMMERCIAL SAN M//- as � I� • e m � � o �j USE. RETAIL RIM=502.75 B LOW LONI LOW--LO\N " I \ INV A=497.75 I �D \ _ 41 \ INV B 496.75 \I - D- J EASEMENT Its - /A/i/ a970� I \ D.B. 3242 PG. 4 �5 STORM MH-� �- R=1365.00' (R&M) _ - - - - - 1 - - - RIM=503.10 - - - �007°53'28" (R&M) INV - - - I , �� „_ p �c�D INV B=493.85 7� 15 r _L=188.00' (R&M) APPROX. IOC. 20' , 11STORM MH GRATE INLET BENCHMARK CHB=N01 °47'15"W R SANITARY GRATE INLET R1M=502.49 R1M=500.91 I I,I ,' �%` X--CUT ( ) SEWER EASEMENT RIM=500.90 /NV=495.74 INV=496.18 / ELEV.02 - 20 CHB=NO3°32'06"W (M) D.B. 1078 PG 26 - - - - - _ - - i - C1jD=187_85 R(R M� - -- - �- - - - I °4 \ I BENCHMARK I I X-CUT I ELEV.=501.19 I I I I I I I I I �!- r�T- - 15' GAS LINE EASEMENT D.B. 1597 PG. 302 m i o 12 1 S32033'23"W (R) S27°14'02"W (M) 32.80' (R&M) 6" 'GINIA 'HONE & TELEGRAPH COMPANY VENT 320 PG 198 a D rn�m o� m _23 0 oo= o � D D APPROX.. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM VDOT RW-202, PRO✓ 16029-002-F19 2l SIORM DRAINAGE EASEMENT �D.B. 3313 PG. 303 F \ �60 / \ APPROX. LOC. 15' VEPCO EASEMENT �STOfM MH D.B. 1054 PG 349 RIM=497.83 INV=491.53 \ S76°57'39"W (R) / O S71 °38'18"W (M) \ 128.37' (R&M) \ I\ � 20 WArcrt lvc CHJLMCIYI I � I D.B. 107 PG 26 O O O L� UP NO f l \ i i i ICURB l ET- RIM=48 42 - 3.32 11 v, 11� 6 - APPROX. LOC. SIGHT 11� DISTANCE EASEMENT D.B. 1038 PG 95 R=895.77' R&M®® -OF'WA AY ( ) �� T ROADW 0=005°14'24" (R&M) ®®75' Wig AVE:"o UBu 25 M.P.H. L=81.92' (R&M) AP�SjEp SPEED LIMIT CHB=N53°14'58"W (R) CHB=N58°34'19"W (M) CHD=81.89' (R&M) V1 aAPPROX. APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM VDOT RW-202, PRO✓ 16029-002-F19 UTILITY NOTES: 1. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL HAND EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION TO ALBEMARLE COUNTY SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. OWNER/DEVELOPER AND ARCHITECT SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. 2. LOCATION OF ALL EXISTING AND PROPOSED UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICES CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR INFIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. ALL STORM DRAIN, WATER, SEWER AND PRODUCT PIPING UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF ALBEMARLE COUNTY STANDARDS AND SPECIFICATION FOR UTILITY CONSTRUCTION. 4. A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND STORM LINES OR WATER LINES. IF THIS MINIMUM CLEARANCE CANNOT BE MAINTAINED, A CONCRETE ENCASEMENT SHALL BE PROVIDED. 5. ANY SEDIMENT CONTROL MEASURES REMOVED FOR THE PURPOSE OF UTILITY CONSTRUCTION SHALL BE REPLACED AT THE END OF THE DAY BY THE UTILITY CONTRACTORS. 6. SANITARY CLEANOUT TOPS TO BE ADJUSTED TO MATCH CROSS -PITCH AND SLOPE OF PROPOSED GRADES. CLEANOUT TOPS TO BE IDENTIFIED AS SANITARY CLEANOUTS, THREADED AND CONTAIN COUNTERSUNK PLUGS. 7. WATER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA AND BURIED A MINIMUM 48" BELOW GRADE. 8. WATER SERVICE SHALL BE A 2" INCH TYPE "K" COPPER TUBING. SANITARY SEWER PIPE SHALL BE A SIX (6) INCH PVC SCH 40 AT CONNECTION OF KITCHEN WASTE AND RESTROOM WASTE. SEWER SERVICES TO BE 4 (4) INCH PVC SCH 40 AT CONNECTIONS AT BUILDING. WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE BUILDING CONTRACTOR FOR HORIZONTAL AND VERTICAL ALIGNMENT AND CONNECTIONS. 9. ALL FILL, COMPACTION AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 10. SEE ARCHITECTURAL PLANS FOR GREASE TRAP DETAILS. 11. ALL PIPES UNDER PRESSURE SHALL BE CONNECTED WITH WATER TIGHT JOINTS. INSPECTOR SHALL VERIFY MATERIALS AND INSPECT PRESSURE TREATED PIPE PRIOR TO COVERING UP OR PRESSURE TEST PIPE PER COUNTY STANDARDS. 12. CONTRACTOR MUST UNCOVER AND EXPOSE THE CONNECTION POINTS OF BOTH WATER AND SEWER PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER FACILITIES. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES WITH THE PLAN DESIGN. 13. A MINIMUM SEPARATION BETWEEN UTILITIES (DRY AND WET) SHALL BE 12". IF 12" CANNOT BE MAINTAINED. CONCRETE ENCASEMENT SHALL BE PROVIDED. UTILITY KEY PLAN ❑1 4" SCHEDULE 40 PVC SANITARY SEWER SERVICE LINE @ 2.08% MINIMUM �2 RELOCATED WATER METER 3❑ 6" SCHEDULE 40 PVC SANITARY SEWER SERVICE @ 1.04% MINIMUM ® EXISTING GREASE TRAP TO REMAIN ❑EXISTING 6" SANITARY LINE. CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TO 5 CONSTRUCTION. IF INVERT IS TOO HIGH TO MAINTAIN MINIMUM SLOPES IN THE PROPOSED PIPES, CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY. © CLEANOUT; CLEANOUT TO BE TRAFFIC RATED WHEN LOCATED IN THE DRIVE THRU PAVEMENT SECTION �7 PROPOSED ELECTRIC BOX AND METER ®APPROXIMATE LOCATION OF EXISTING TELECOMMUNICATIONS LINE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION APPROXIMATE LOCATION OF EXISTING WATERLINE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION 10 APPROXIMATE LOCATION OF EXISTING ELECTRIC LINE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION 11 GAS METER 12 PROPOSED RELOCATED WATER SERVICE LINE. MATCH EXISTING SIZE AND MATERIAL. 13 EXISTING IRRIGATION METER. FINISHED GRADING COORDINATION THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE INSTALLATION OF NEW UTILITIES WITH FINISHED GRADING AND DRAINAGE FACILITIES AS INDICATED ON THE SITE GRADING AND DRAINAGE PLAN. MINOR ADJUSTMENTS TO THE TOP ELEVATION OF NEW UTILITIES MAY BE NECESSARY. NOTICE. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, DOORS, RAMPS, SERVICE AREA, BUILDING DIMENSIONS AND THE EXACT LOCATION OF UTILITY CONNECTIONS. NOTICE: INSTALLATION OF BLANK CONDUIT BLANK CONDUIT SLEEVES SHALL BE FOUR (4) INCH SCH 40 PVC UNLESS NOTED OTHERWISE. SLEEVES SHALL BE BURIED A MINIMUM OF 24 INCHES BELOW FINISHED GRADE. DEPTH OF BURIAL SHALL BE SPECIFICALLY COORDINATED WITH ALL EXISTING OR PROPOSED UNDERGROUND UTILITIES AND DRAINAGE FACILITIES AT ALL CROSSINGS. CONDUITS SHALL BE PROVIDED WITH REMOVABLE PLUG AT EACH END. MARK EACH END WITH 2" X 4" POST AT EACH END (PAINTED YELLOW). NOTICE: EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE FACILITIES, GRADING AND PAVING, AND OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE SIZE OF EXISTING UTILITIES AND ALL INVERTS PRIOR TO PURCHASING PROPOSED UTILITIES AND STRUCTURES. 20 10 5 0 20 1 "= 20' 5200 Buffington Rd. At/onto Georgio, 30349-2998 Know whats below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 03/27/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY �PILTHOp Z V JOHN C. WRIGHT y Lic. No. 046960 .t� 03/27/2020 `t1 Fss'O �G �z �z z<moa O� 2 z U a Faa ® BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE PLUMBING SITE PLAN DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. : V166505 STORE #1856 DATE :03/27/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID SSP-0 SHEET Psmi ■ H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-SSP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:07 AM LAST SAVED BY: CHUGHES 3'-0" PAINT SOLID 1'-8" ' PAINT SOLID N D 0 0 i0 c0 00 CD 4„ 11 (V �rGo 4" zo M 0 � V-0" 6'-0" V-2" V-0" V-2" D m 1 DIRECTIONAL ARROW C-4.0 NOT TO SCALE y �4" y �4" NOTES: 2 DRIVE-THRU GRAPHICS 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING C-4.O NOT TO SCALE SPECIFICATIONS, SEE DETAIL C-4.0 NOTES: 2. CONTRACTOR SHALL USE WHITE 1. GENERAL CONTRACTOR SHALL REFER TO REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE STOP REFLECTIVE PAINT ON ASPHALT & YELLOW BAR REFLECTIVE PAINT ON CONCRETE. 0 N 8" DIAM. _ LENGTH VARIES _ PAINT FULL LANE WIDTH (V 0 00 q 4" PAINTED LINE (TYP.) 2" 0 CENTER "STOP" / in 1' IN DRIVE LANE 4" TYP. 14"R=' PAIN ED 3 STOP LINE GRAPHIC 4 ACCESSIBILITY SYMBOL 4.0 C-NOT TO SCALE C-4.0 NOT TO SCALE NOTES: NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A 5 CHICK-FIL-A PARKING LOT STRIPING rj PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL SPECIFICATIONS, SEE DETAIL C-4.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON 2. CONTRACTOR SHALL USE WHITE ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, REFLECTIVE PAINT ON ASPHALT & YELLOW UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR REFLECTIVE PAINT ON CONCRETE. IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES 3. IF STOP SIGN IS PROPOSED, STOP LINE DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. GRAPHIC IS NOT R3EQUIRED. :ROSS 4" THICK CONCRETE NOTE: SIDEWALK SECTION 1:20 INSTALL 1" TOOLED RADIUS ON ALL MAX. RAMP EXPOSED EDGES SIMILAR AS MINIMUM 1% SLOPE (BEYOND) SHOWN ON CURB DETAIL AWAY FROM BUILDING. RETAINING CURB (BEYOND) MAXIMUM 2% SLOPE IN CURB ALL DIRECTIONS AT LANDING. CONCRETE CONCRETE FLUSH WITH 61 -�- PAVEMENT SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT 4" AGGREGATE BASE COURSE SECTION A -A g.. IF CHANGE IN RAMP E J q LIGHT FINISH \ 24" CONCRETE CURB & GUTTER BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING rJ LOT STRIPING SPECIFICATION C-4.0 SIDEWALK ACCESSIBLE RAMP 1O TRUNCATED DOMES CIVIL TO VERIFY STATE/LOCAL PAINTED ACCESSIBILITY 4 c-4.0 (ONLY IF REQUIRED) REQUIREMENTS AND MODIFY SYMBOL c-4.o LAYOUT TO MATCH SITE 7 SIDEWALK ACCESSIBLE 24" CONCRETE 17 C-4.0 RAMP 6 ACCESSIBLE PARKING CURB &GUTTER C-4.1 C-4.0 SIGN IN BOLLARD BOLLARD 20 AWNING C-4.1 24" 1 1 Z I � I I L - - - J 10.39' 090 0 0 0 0 0 0 0 0 0 0 oPo� 00000000000000000000000000o0o0d n�n_cz:-0 _Q _as1_Qs>_n 30 GPI �'� - v 9' �yP\GP oN a_ V V 60° PARKING 90° PARKING NOTES: PARKING LOT STRIPING SPECIFICATIONS: 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT STANDARDS: EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR OR IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING SURFACE TEMPERATURES ARE BELOW 40°F. SHOWN ON THE SITE LAYOUT PLAN. 3. APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINE 3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE -ACTUAL LOT STRIPING SPECIFICATIONS. SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR AIRLESS STRIPING ON ASPHALT PARKING LOTS. PRESSURE 1800-2700 PSI 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR • HOSE %4" a' ID STRIPING ON CONCRETE PARKING LOTS. • TIP 0.015"-0.017" • FILTER 60 MESH 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL TO SIDEWALK. VM&P NAPTHA R1 K3 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED CONVENTIONAL WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. • GUN BLINKS 21 (BLEEDER) OR EQUIVALENT • FLUID NOZZLE #68 • AIR NOZZLE INTERNAL MIX, #709 • ATOMIZATION PRESSURE 45-80 PSI • FLUID PRESSURE 40-70 PSI • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL VM&P NAPTHA R1 K3 • MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 MINUTES. • GENERAL CONTRACTOR TO RE -STRIPE THE LOT 45 DAYS AFTER OPENING. 0000, M 3"0" SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 0 NOTE: 181.- SIGNS SHALL BE FABRICATED USING S/F 0.08 NON -ILLUMINATED ALUMINUM WITH 2"X2" SQUARE 30" VINYL COPY APPLIED TO THE FIRST TUBING WHITE Circle SURFACE. 'REFLECTIVE' Left RED Building LETTERS REFLECTIVE' NOTE: I in For •/ COLOR VERIFY COLORS WITH LOCAL cz7 urn N MUNICIPALITY. I I W Drive -Thru FACE: service 3M REFLECTIVE COPY Only STOP 6" DIA. SCH. 80 STEEL I I \, PIPE BOLLARD PAINTED (#3272 RED)COLOR OSHA YELLOW FILLED I I D C7 - WITH CONCRETE I I U) C F `\-WHITE CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN 'REFLECTIVE' I I (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) I I 0 COLOR r> 18" 1 8" PJ CONCRETE z BASE \ 0 • N A STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) CIVIL TO VERIFY RAMP s 5 STANDARD PARKING STALL REQUIREMENTS BY STATE. C-4.0 NOT TO SCALE MATCH SIDEWALK WIDTH MATCH SIDEWALK WIDTH 5' MIN. (3' MIN. RAMP) 5' MIN. 1' MIN. (3' MIN. RAMP) 1' MIN. TRANSITION TRANSITION TRANSITION TRANSITION 1 V:10HH M X �- 1V:10H MAX. CURB CURB LIGHT BROOM FINISH MONOLITHIC CONCRETE ACCESSIBLE RAMP (3000 PSI) z GUTTER SLOPE SHALL NOT M z EXCEED 5% AT LANDING AREA J Z 7> OFF'C-4.0 NOT TO SCALE 24.625" 8 SPACES OUT TO OUT 1.26251. 1.2625" 3.00" 1 @ 3.00" O/C NOM. 3.00" it) 14 DOMES @ 1.670" O/C INTERNAL EMBEDMENT N FLANGE 9 PER TILE 0.625" T P. N DES A @@@@@@@@@@ 0 0 @ @ @ @ @ @ @ @ @ O p 0 @@@@@@@@@@o a Co b @ @@@@@@@@@ @@@ o@@@@@@@ N �1 @ @ @ @ @ @ @ @@@OO C) �J @@@@@@@@@ 00 ~ 00 CD N w B @@@@@@@@@@@ B @o@@@@@@@@@@0 0.1875" DIA. x 0.0625" HIGH p @@@@@@@@@@@@@@ MICRO -TEXTURE UNDERSIDE 0@@@@@@@@@oo@@@ OF TILE � @@@@@@@@@@@@@@ 0.625" 0.625" @@@@@@@@@@@@@@ 0.625" DIA. HOLES A THROUGH EMBEDMENT FLANGES REFLECTED PLAN N 1.2625" 1.670" TYP. CD N PLAN � No 1.2625" 1.67� . 1.67�P. 1.2 00 0 0 0 0 0 0 000 000 000 00 0 0 0 0 o 0 0 0 0 0 0 0 0 0 io N O O 000 0 0 0 0 000 000 r 51`°, `" O 0 0000 0 00 0 0 0 0 00 0 0.1875" 0.625" HOLE THROUGH 0 0 0 0 0.1875" DIA. VENT EMBEDMENT FLANGES AS HOLE ONE PER 000 0 000 SHOWN IN REFLECTED PLAN 0 0 0 O O O CENTERED TYP. CELL EACH SIDE) 5� SECTION A -A 0 000 0 0 0 90°POINTS 00000 0000 00 1.2625" 1.670" TYP. 0.045" HIGH 1.670" TY 5" LO 0 0 000 O O O O O 00 000 = LID N 0.1875" DIA. VENT CD � ~ N o O O O O 000 000 O O O O O O C)CEEACH o L o q 000 00 000000000 0 CELL EACH SIDE) 000 0 0000000 00 0 0 0 0 0 0 0 00 0 Ln 000 00 000 000 000 0000 000 000 00 000 3.00" TYP. 3.00" 0.1875' 0.625" DIA. HOLE O O O O O O O O O O N 3.00" EMBEDMENT INTERNAL EMBEDMENT NOTE: OPTIONAL SOUND AMPLIFYING FLANGE SH FLANGE @ (SEE PLAN FOR ORIENTATION) 0.09 0.09 PLATE ADDED BY N\ OTE. CTED PLAN MANUFACTURER 0.09, 0.09, FIELD LEVEL SECTION B-B MICRO -TEXTURE 10 TRUNCATED DOMES - CAST IN PLACE DETAIL-1 NCPOINTSPER SQUARE C-4.0 NOT TO SCALE ONLY IF REQUIRED BY STATE/LOCAL ORDINANCE (CIVIL ENGINEER TO VERIFY) H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V196505-0DP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:07 AM LAST SAVED BY: CHUGHES 11gL'� =S EXCEED 5% AT LANDING AREA CURB RAMP w/ FLARED SIDES 8A CURB RAMP w/ SHORT FLARED SIDES PAINT CONCRETE BLACK I I ILL 12" AFTER CURING AT I I g GREEN 'REFLECTIVE' ASPHALT LOCATIONS I I O WHITE H 'REFLECTIVE' COLOR I I 1-- Right- LETTERS RESER PARKING BLUE'REFLECTIVE' 4000 PSI I I N Turn FACE: °o COLOR CONCRETE I I o 3M REFLECTIVE COPY u Only / (#3272RED)COLOR pedestrian WHITE 'REFLECTIVE' crosswalk COLOR 1"R-\ BLUE'REFLECTIVE' D G ' RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK COLOR WITH WHITE I VAN _. , , (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 'REFLECTIVE TEXT' _ 1 1= ACCESSIBLE - -I � I -I � I -II I I -III -III= 18" 30" WHITE 'REFLECTIVE' I_I I -III +(- COLOR =III -III= �0 III=III- BLACK PENALTY SIGN WITH - III `_'4 III -III-_ REFLECTIVE' WORDING AS REQUIRED - -I - 3 COLOR DO NOT BY STATE OR LOCAL LAW = ONE • ° a WAY WHITE q o _ I -III 2"x2" SQ. TUBING `o -III d . III -III N 'REFLECTIVE' LETTERING STYLE TO BE - -1 COLOR ENTER HELVETICA MEDIUM-III-III-III-III--III-III III B l�IiIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII E H ACCESSIBLE PARKING SIGN 2'-0" ONE WAY SIGN DO NOT ENTER (MUTCD R 7-8 AND R 7-8P5) (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) (CIVIL TO VERIFY SIGN PANELS BOLLARD MOUNTED SIGN DETAIL AND COLORS WITH STATE/LOCAL TSg DIRECTIONAL SIGNAGE REQUIREMC-4.0 NOT TO SCALE NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" NOT TO SCALE N OPICURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL BE 2% OR FLATTER. 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING TO PROWAG R304. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET. 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE EXISTING CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 4. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT, OR LIGHT -ON -DARK. STANDARD DOME COLOR IS BRICK RED. 5. NCATED DOMES TO BE INSTALLED USING ARMOR TILE C PLACE DOME TACTILE TILE. PART NUMBER ADA-2 OTHER EQUIVALENT APPROVED MATERIAL. PREFERR UFACTURER ARMOR TILE TACTILE SYSTEMS LANC HELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CO TOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODIN411111111110D ADA REQUIREMENTS. SMOOTH TOOLED FINISH AROUND ALL EDGES (TYP) G NOT TO SCALE 2' EXPANSION JOINT (SEE NOTE #1) 11 CONCRETE C14.0 SIDEWALK PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION 11 EXPANSION C-4.0 JOINT 2' CONTRACTION JOINT (SEE NOTE #1) o o - a e D ° Z a % e ° LLI e D e c 4 ° e D pe D ° ° D P n n th o DeD D e 5'-0" (TYP) LIGHT BROOM FINISH J (PERPENDICULAR TO TRAVEL PATH) CONCRETE SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME EFFECT URETHANE JOINT SEALING -COMPOUND, "ZIP STRIP" OR APPROVED EQUAL. 3000 PSI COMPRESSIVE N � 2 STRENGTH CONCRETE MIX PER SPECIFICATION. a � F -1 x x-x- x-x-x i Z' DECK-O-FOAM EXPANSION-/ JOINT FILLER W/ PRE -SCORED STRIP OR OTHER CFA APPROVED MATERIAL 4" AGGREGATE - BASE COURSE 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS N N ^ )OINT (SEE NOTE #1) EXPANSION JOINT CONTRACTION JOINT 11 TYPICAL CONCRETE SIDEWALK NOT TO SCALE NOTES: 1. JOINTS AT 5'-0" O.C. TOOLED 2' WIDE, 1" DEEP OR MAX. D DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. / / / LANDSCAPE AREA 0105 P �IpTf� TE P�IO �� \ 0 / \ / Oo 2i9 \ �oT 4 GAF v \ FFp 11 EXPANSION JOINT \ \ \ \ \ / / v BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING LOT STRIPING SPECIFICATION 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN) LANDSCAPE AREA / / 9 RETURNED CURB ACCESSIBLE RAMP C-4.0 NOT TO SCALE SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK -OF -SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO VARIES PLANTING AREAS. (SEE SITE PI NOTICE: ALWAYS ALIGN CURB BUILDING AND SIDEWALK JOINTS. SLOPE 1:50 MAX. BUILDING FOOTING, 11 EXPANSION JOINT c-a.o 11-- 4" AGGREGATE BASE COURSE 11 EXPANSION JOINT 11 24" CONCRETE 1 1 CURB & GUTTER C-4 PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT N -I � I-; -I I I-- 6 II-III-I� STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS SPECIFIED SIDEWALK WITH CURB & GUTTER SECTION NOT TO SCALE ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. o � 5200 Buffington Rd. At/onto Georgia, 30349-2998 Know. what§ below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY A EAR �p Z V JOHN C. WRIGHT Vp .Q Lic. No. 046960 03/27/2020AL Fss�o ��G �z T W W � z zWH>�w w Q m o � aU z 9p BOHLER E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE SITE DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. ; V166505 STORE #1856 DATE ; 03/27/2020 DRAWN BY ; MEG CHECKED BY : JCW CAD ID ; ODP-0 SHEET C=400 Z-0" CHAMFER 12'-0" 10'-0" 10'-0" 12'-0" r RAMP I LANDING LANDING I RAMP 6" HEADER CURB CONCRETE a DRIVE-THRU LANE 24" CONCRETE CURB o ci O U U U END 24" CURB & GUTTER N ADER 6" HECURB AND GUTTER FACE OF CURB EL. _ -8" x -0 / FACE OF BUILDING EL. = 2" J EL. = 2" `EL. = -8" 0'6� EL. _ -2„ EL. _ _2" -EL. =-2" 1, 2„_ I 6" Pl BOLLARD 20 C-4.1 PLAN VIEW DRIVE-THRU PLAN NOT TO SCALE NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' RADIUS PROTECTION APRON SHALL MEET THE MINIMUM LENGTH AND WIDTH DIMENSIONS AS PROVIDED ON THE SITE PLAN. -CONTRACTION JOINTS AT S MAX. SPACING 0 % LIGHT BROOM FINISH 3.0' l I EXPANSION JOINT C-4.0 EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERW VEMENT DIMENSION REFER TO CE OF CURB UNLESS INDICATED kERWISE ��•rr•I��1�1 7/ I � � I I I � I � � I • I � � • I I I � I � � I rI I I I • • I I �.� �.� • •� •� •� •� •� •� •� •� I�.I�I�.I�Iy1�1.I�1�1�1�� I�I�I�rs�1.1�I�1�I�1�1�1�I�I�1�1�I�rs�1.1�1�I�1�1�1�• • • C-4.1 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2'-0" REFUSE ENCLOSURE GENER OTES: TYP. o } 1. SEE SITE PLAN F AYOUT OF CONCRET AIDING N l- PAD. 2. SEE GR PLAN FOR ELEVATIONS ON DUMPS j D PAD A RAINAGE OF INTERIOR TRASH ENCLOSUR SAW JOINT Uj 3. P IDE POSITIVE DRAINAGE ON APPROACH PAD AWAY M DUMPSTER. % SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS L6" THICK 4000 PSI CONCRETE -j - ON TRASH ENCLOSURE APPROACH D WITH #3's @ D LID 12" ON CEN ER EACH WAY7 O M 5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN AND CLOSED POSITION. SAW JOINT OF 12' 3 1 /2" L 12' 3 1 /2" 8'-0" ATE POSTS 3" - OUNDATION , 00 E: CIVIL _ _ - TYP. 0 TYP. GE OF FOOTING 8 0 ? 8" LOW +6' TOP 8" - o b Q 8" OF SLAB b a 5o PE BOLLARDS EMBED zn °O I LLARDS IN 18" DIA. x 6" CONCRETE FILLED LE 8" I T-9" 9,_2" 4'-0" 4'-5' 8" 25'-4" 3, 6'-8" 8" 34'-0" IF INTERIOR IN IS NOT NOTES: REQUIRED, O " BLOCK 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH WIDTH AT FLOO EL, BOTH SIDES, FOR DRAINA UTSID STRUCTURAL ENGINEER. OF DUMPSTER AREA. 2. RE: CIVIL FOR DRAINAGE. 9 SCREENED REFUSE ENCLOSURE FOUNDATION PLAN C-4.1 NOT TO SCALE H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V196505-ODP-O.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:07 AM LAST SAVED BY: CHUGHES ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. CONCRETE I/ CU CURB &GUTTER C-4.1 PD t 06 r2 !r � \ 7 \ \ FqC <q�F 7yN p 0FC OAF \ \ \ OR p��F Re'Qe 0 • � \ tisi GPI G pFt \✓ GO GJ� AGGREGATE BASE COURSE SEE NOTE #1. 14 DRIVE-THRU ISOMETRIC L6" THICK 4000 PSI CONCRETE APPROACH PAD WITH #3's @ 12" ON CENTER EACH WAY SAW JOINT J Q U-0" OF a 1" SLAB 51" I?C z $ 2 O co a�� 12'-102" 12'-102 W t I- 0'-6" oil TOP SLAB O BLOCK LEDGE EDGE OF SPREAD FOOTING ti TOP F 8" 6'-8" SLAB 400 IF 1 IOR DRAIN IS NOT o EQ REQUIR MIT 8" BLOCK WIDTH TYP TYP TYP AII OR LEVEL BOTH SIDES, R DRAINAGE OUTSIDE OF DUMPSTER AREA. j 13' 13' g" 34'-0" 19 REFUSE ENCLOSURE FOUNDATION PLAN (ALT C-4.1) NOT TO SCALE 2-4.1 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED OTHERWISE OTHERWISE 2'-0" 2'4" 2"R 1"R. 6" 1„ 6" V. - 1 2"R z 1 1z"R .- 3/4 PER FT. ° 3/4" PER FT. M N c d ad a c a zj a e d LIGHT BROOM FINISH OSPILLING CURB AND GUTTER Og CATCHING CURB AND GUTTER PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED OTHERWISE OTHERWISE 2'4" o. ro• 7, 7, L" 6" 1., 6" z R 12"R z R 12"R ri M 5.0% MAX. � N d � a LIGHT BROOM FINISH LIGHT BROOM FINISH OC DEPRESSED SPILLING CURB AND GUTTER O DEPRESSED CATCHING CURB AND GUTTER CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER THICKNESS A MINIMUM COMPRESSIVE STRENGTH INSTALLATION SHALL BE REFERENCED MAY BE INCREASED AT THE EDGE OF PAVEMENT TO OF 3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE TOP OF CURB MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. 17 24" CONCRETE CURB & GUTTER NOT TO SCALE Z-0„ i J Q D O JOINT w L6" THICK 4000 PSI CONCRETE o APPROACH PAD WITH #3's @ 9 12" ON CENTER EACH WAY u SAW JOIN '3 1 /2" 1 /2" 8'-0" GATE POSTS CO AIF 3„00 - FOUNDATION RE: CIVIL 2'-0" v TYP. ~ - TYP� EDGE OF FOOTING '8" BELOW o 8 Q + F' TOP y 8 I op 0 8" U) � d o a 6 PIPE BOLLARDS EMBED `" c0 BOLLARDS IN 18" DIA. x I T-6" CONCRETE FILLED HOLE00 - 13'-4„ 8 9" 4 0„ 9 2 4 0..00 8„ 25-4" 6'-8" 8" 34'-0" CONNECT FLOO AIN T5 STORM DRAIN SYSTEM, LOCAL REQUIREMENTS \- IF INTERIOR DRAIN IS NOT NOTES: EQUIRED, OMIT 8" BLOCK 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH TH AT FLOOR LEVEL, BOTH STRUCTURAL ENGINEER. S FOR DRAINAGE OUTSID OF STER AREA. 2. RE: CIVIL FOR DRAINAGE. 19 REFUSE ENCLOSURE ALTERNATE DRAINAGE PLA ,C-4.1 NOT TO SCALE NOTES: 1. MATERIAL. ID POLYETHYLENE 2. WHEEL STO LOR: YELLOW 3. MANUFACTUR LASTICS-R-UNIQUE, INC. 352 MILL STREET WADSWORTH, OH 4 CONTACT - BOBBIE PE 330-334-4820 PHONE 330-334-4720 FAX 4. USE ONLY MANUFACTURERS IED LAGS AND SPIKES 5. PRE -DRILL HOLES THROUGH PARKI URFACES (3/4' BIT FOR LAGS AND %" BIT FOR SPA 6. FILL PRE -DRILLED HOLES WITH HEAVY D CONSTRUCTION ADHESIVE SUCH AS PL400 v N 1 (3) 8" LAGS FOR C ETE PAVEMENT OR 12" GALVANIZED PLATE KES FOR ASPHALT PAVEMENT REQUIRED FOR EACH VVWL STOP. SEE MANUFACTURER'S INSTRLMkONS FOR INSTALLATION. 15 SOLID PLASTIC WHEEL STOP C-4.1 NOT TO SCALE NOTE: WHEEL STOPS ONLY TO BE USED WHEN NO OTHER PRACTICAL OPTION EXISTS 12" #4's @ C. j EA AY ih 3-12 MOLFROWM DOME CURB S. ) NOTES 1. PRE-C PANSION JO ATERIAL SHALL BE USED IN ALL EXP ON JOINTS. 2. D Y JOINTS SHALL BE IN LED AT 10 ft. INTERVALS IMUM. STALL EXPANSION JOINTS EVER t., MAXIMUM, AT ENDS OF RADIUS, AND A MINIMUM OF 5 ft. F INLET STRUCTURES. 4. BREAK AS NEEDED TO ENSURE POSITIV INAGE 5. CONCRETE TO BE 5,000 P.S.I. 6. MOUNTAB RB TO BE PAINTED YELLOW. 18ROLLOVER/MOUNTABLE CURB C-4.1 NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. EXPANSION JOINT FILLER SHALL BE FLEXIBLE, LIGHTWEIGHT, NON -STAINING, POLYETHYLENE, CLOSED -CELL EXPANSION JOINT TROWELED, ROUNDED _ CONCRETE 6"° STEEL PIPE (SCHEDULE 80) FILLED LU WITH CONCRETE tY PAINT BOLLARD WITH DARK = BRONZE TONE EXTERIOR O ENAMEL PAINT AT DRIVE THRU. p PAINT BOLLARD WITH BRONZE w COLOR AT ALL OTHER O LOCATIONS. Z U) w J Z ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2'-0" DIAMETER x 2'-6" DEPTH 4 EXPANSION JOINT M ASPHALT PAVEMENT CONCRETE PAVEMENT/ APPLICATIONS SLAB APPLICATIONS r d td d < d d ` III III III III III -I III III � III=III=III- �d ` 1=III=1�1=101111111111�11 I, III III III 'III III III, . ''-III=III-III � I_III-III- =III-III d` N III-III�11 -III=III � III111111111111 d d -III III -III -I � I -I � I -III III -I � 1= 'Illllll�llllllilllllllllll�llllllllllli,IIII_II 2'-0" 20 CONCRETE BOLLARD NOT TO SCALE NOTE: BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW O o � 5200 Buffington Rd. At/onto Georgio, 30349-2998 Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY Q03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY 0 �XLTH�F I Z v JOHN C. WRIGHT .Q Lic. No. 046960 03/27/2020 a z � W k ag � $c 6 I g U W Wo z U q on O e= zH'a�c�H�� Y yy F z �oa�a��m OU En a w a z a �g z w a Fp¢ n � W J\ o� _ BOH L E R Aillid E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE SITE DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO, V166505 STORE #1856 DATE ; 03/27/2020 DRAWN BY MEG CHECKED BY . JCW CAD ID ; ODP-0 SHEET PAVEMENT THICKNESS SEE NOTE #1 EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS TACK COAT OR OTHER STRUCTURES. (APPLICATION RATE PER LOCAL D.O.T. SPECIFICATIONS) 1.5" THICK ASPHALTIC CONCRETE SURFACE COURSE 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE IF PRESENT ON -SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE SUBBASE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL SEE NOTE #1 REPORT. 8" THICK AGGREGATE BASE COURSE TYPICAL PAVEMENT SECTION NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION OR MATCH EXISTING, WHICHEVER IS GREATER. ASPHALT PAVEMENT REQUIRED AT ALL JUNCTIONS WITH CONCRETE AND BASE COURSE \ PAVEMENT EDGE DETAIL NOT TO SCALE 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND iv SECURED ON STANDS X X X X CD d d d III III III III III III -III 4" AGGREGATE BASE COURSE SEE NOTE #1. \- SUBBASE SEE NOTE #1 25 CONCRETE PAVING DRIVE-THRU LANE -4.2 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION OR MATCH EXISTING, WHICHEVER IS GREATER. U W O (n W z0 VERTICAL SAW CUT URETHANE W $" WIDE (MIN.) JOINT SEALING COMPOUND o (TOP 4' NO SEALING COMPOUND) J z Q W U a 0 F O W w Ln Ce 2 _ z o a a o o d (- III III III III III II II I - #3 BARS ON 18" CTRS. BOTH SUBBASE WAYS SEE NOTE #1 NOTES: 1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 28 CONTRACTION JOINT C-4.2 NOT TO SCALE H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V196505-ODP-O.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:07 AM LAST SAVED BY: CHUGHES 4000 PSI COMPRESSIVE STRENGTH CONCRETE 4' WIDE SAWED OR PREMOLDED JOINT, 12' MAX. / SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN -1" FROM TOP. d d d d Olv 4 d t ad d ! dd d d . 11 l . SEE PLAN FOR SLAB �- SUBBASE THICKNESS SEE NOTE #1 TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. C-4.2 NOT TO SCALE 2 U LU O (n (D O LU o J Q Z ul U 2 2 E-L O Ll W PROPOSED Un If Of CONCRETE PAVING NOTEs: 1. 3'-0" Handrail height to be used along open sided level walking surfaces that are located less than 2'-6" above a floor or grade below. 3'-6" guardrail height required along open sided level walking surfaces that are located 2'-6" or greater above a floor or grade below or where required by a.h.j. or other governing code / regulation. architect to verify site specific conditions & coordinate. 2. all aluminum to be .062" top wall, .078 side wall S 1-1/4" X CHANNEL SQ. RAILING POST- :oated BLACK, TYP. 3/4" PICKET, TYP. RAILS 1-1/4" X CHANNEL MIN. DEEP )LYURETHANE SEALANT D -GRADE ELEVATION a RE: CIVIL SET PIPE IN CONIC. FOOTING USING SUPER POR-ROCK GROUT (TYP.) CORE SIDEWALK AT EACH POST, TYP. THESE DETAILS APPLY TO CONTRACTOR TO SAW CUT, REMOVE AND REPLACE 2' OF EX. ASPHALT 4:1 SLOPE PAVEMENT TO CONSTRUCT KEY JOINT. EXISTING ASPHALT PAVEMENT AND BASE COURSE ' r III -III �III11'�il�lllll�lllll�lill�l= REMOVAL ZONE SAWCUT LINE KEYED CONSTRUCTION JOINT NOT TO SCALE JOINT SEALANT SAWCUT EXISTING ASPHALT (AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN CONSTRUCTION JOINT PROPOSED EXISTING ASPHALT PAVEMENT ASPHALT PAVEMENT 23A BUTT JOINT C-4.2 NOT TO SCALE 4000 PSI COMPRESSIVE STRENGTH CONCRETE SEE PLAN FOR SLAB DOWELED CONSTRUCTION JOINT THICKNESS o PROPOSED PAVING d d � d d d d EXISTING PAVING I I I I -I I I -I I I -I =1 I I-III-III=1 I I I I -I I I -I I I=I I I -I I I -I I=1 I I=1 I I� I I I=1 I I -III -I 1(- SUBBASE SEE NOTE #1 4" GRADE A36 STEEL DOWEL 14" LENGTH, 12" O.C. SPACING, GREASE OR SLEEVE ONE END TRANSVERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT 60" MIN LANDIN( NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATE LANDING IS REQUIRED 00 M v v v Cl) CONCRETE PAVED LOTS HORIZONTAL PROJECTION (RUN) ELEVATION RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH SECTION 405 & 505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. W4jhDETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND RE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER NE NG US SHALL BE HELD HARMLESS IN THE EVENT OF ERRO US INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. F' P, PrCOMPRESSIVE CONCRETE D: •URSE PF EACH WAY MOW ��.PAVEMENT �: THICKNESS A SEE NOTE #1 PAINT HANDRAIL DARK BRONZE V-0" 60" MINIMUM LANDING III - III III=� I I=1 I I=1 I I=1 I I=� 6" SUBBASE SEE NOTE #1 - 6" AGGREGATE BASE COURSE EE NOTE #1. #4 RE OR CONTINUOUS REINFOR NT OF THICKENED EDGE 24 NCRETE APRON @ TRASH ENCLOS -4 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ��--14'0TO12'0 i I 00 1 ch ti �MIQ HANDRAIL TYPICAL ADA RAMP AND HANDRAIL NOT TO SCALE NOTE: 1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE POWDER COAT FINISH SAWCUT FULL DEPTH & CURB _ & GUTTER W O (n (D O U o 24" LU RICATED SMOOTH NO. 8 DOWEL BAR J W i„ VERTICAL SAW U :TOP a NO SEALING 3 2i x COMPOUND CUT g"(MIN.) } UO d URETHANE JOINT ~ W SEALING COMPOUND I L Cn � a X X PROPOSED X EXISTING V-3" MIN. #3 BARS ON 16" DOWEL SPACED ON TWO (2) ON CENTER EACH WAY FOOT CENTER TO CENTER, LUBRICATE - EPDXY 6 INCHES OFF TIE BARS. NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED & EPDXIED INTO PAVEMENT HORIZONTALLY BY USE OF MECHANICAL EQUIP. 4. PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 30 LONGITUDINAL BUTT JOINT NOT TO SCALE a r a HANDRAIL SET PIPE CONC. FOOTING RAMPS SECTION 405 * "ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8" * "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." * "THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36"." * MAXIMUM SLOPE FOR A RAMP SHALL BE 1:12. RISE FOR ANY RAMP RUN SHALL 30" MAXIMUM. LANDINGS SECTION 405.7 LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH N RAMP. LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS RAMP MIN. 36". *IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60"x60" * "IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT OR THE DOORWAY SHALL COMPLY WITH 404.2.4 AND 404.3.2 HANDRAILS SECTION 505 * "IF A RAMP HAS A SLOPE GREATER THAN 5% AND A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES" HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE - GRIND SMOOTH AND PAINT TO MATCH DARK BRONZE. CROSS SLOPE SECTION 405.3 * THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. * NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50. NOTE: VERIFY ALL STATE AND LOCAL REQUIREMENTS FOR RAMPS AND HANDRAILS. x U W O z 0 O w Q 24" LUBRICATED NO. 8 SMOOTH U 0 DOWEL J Z W U URETHANE JOINT O a `SEALING COMPOUND Lj W W / � o a , F-1' MIN. X� X 2" (MIN.)Ta I CLEARANCE - - - - - - - L #3 BARS ON 16" DOWEL SLEEVE (CLOSED END) TO ON CENTER EACH WAY \' FIT DOWEL AND BE SECURED. TO BE INSTALLED V-0" C.C. '-" DEC K-O-FOAM EXPANSION JOINT FILLER W/ PRE -SCORED STRIP OR LUBRICATE THIS END OTHER CFA APPROVED MATERIAL NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT) 31 EXPANSION JOINT C-4.2 NOT TO SCALE PAINT SOLID PAINT SOLID RESUME TYP. CJ PATTERN W MULTI -LANE SPLIT MULTI -LANE DIRECTIONAL GRAPHICS NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING 5 SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. 011 \AIUITC 33 CROSSWALK DETAIL NOT TO SCALE NOTES: 1. REFER TO PARKING LOT STRIPING SPECIFICATION 5 2. CROSSWALK ALONG AN ACCESSIBLE ROUTE SHALL MAINTAIN A CROSS SLOPE OF 2% MAX AND A RUNNING SLOPE OF 5% MAX. 11 1/2" EXPANSION JOINT MATERIAL C-4.0 (SEE FDN. PLAN) TOP/SLAB 6EE FDN. PLAN FOR WALL REINF. BLDG. LINE 5'-0" MIN. 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 2" MATCH SIDEWALK SECTION FOR CONCRETE (4" MIN.) 1:50 MAX. (2%) SLOPE 4 6" MIN. d 2" XPS RIGID FOAM INSULATION MATCH SIDEWALK SECTION FOR AGGREGATE BASE (4" MIN.) A PREPARED AND COMPACTED SUBGRADE NOTE: 1. CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPDXY GROUT DOWEL, IF NOT INSTALLED WHEN THE BUILDING SLAB WAS POURED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS DOOR STOOP SHALL EXTEND 12" PAST EACH SIDE OF DOOR MIN. 3. USE A 10'X5' SLAB MINIMUM AT A DOUBLE DOOR ENTRY. 4. USE A 5'X5' SLAB MINIMUM AT A SINGLE DOOR ENTRY. ENTRY DOOR FROST SLAB DETAIL NOT TO SCALE I H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V196505-0DP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:07 AM LAST SAVED BY: CHUGHES J 12' EJ ISLAND CURB PLAN ISLAND CURB ELEVATION RESUME TYP. CJ PATTERN )NCRETE SLAB )URED WITH ISLAND 6" PIPE BOLLARD 20 FILLED w. CONCRETE PAINTED DARK BRONZ CJ = CONTRACTION JOINT EJ = EXPANSION JOINT 6" DRIVE THRU ORDER POINT ISLAND CURB PCC SIDEWALK IF REQUIRED NOT TO SCALE 4" THICK CONCRETE PAD 8n 21 ASPHALT PAVI C-4.2 SECTION. SEE SANITARY CLEAN OUT AND COVER, P-15, PRIME AND PAINT FLAT BLACK. 8" PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. K�71�i1:31►/ r�[�P►l�rTr SAN. C.O. OUTSIDE BUILDING NOT TO SCALE NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL MI 14ON N,APFWOVEN FILTER op RIC OR EQUAL WASHED STONE 1" DIA. WEEPHOLE (4 ) (3 REQ'D. AT CURB INLET NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES PRE -CAST CATCH BASIN PER D.O.T. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 40 STORM WEEP HOLE DETAIL 2-4.3 NOT TO SCALE T CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. U M � r:n 3' LOOP ti 1.5 x 5 FEET M I 9`- 9.5' DRIVE THRU LANE CONCRETE PAVING VEHICLE LOOP DETECTOR PLAN VIEW .a a 2" CLEAR BETWEEN LOOP AND SURFACE LOOP SUPPORT SECTION VIEW MICROPHONE SPEAKER ISOMETRIC VIEW MENU BOARD Ir II �I CONDUIT FROM BUILDING a � I I I MENU BOARD FOUNDATION L_—J MENU BOARD 0 0 PARTS LIST 10 PREFAB (FOLDED) LOOP (1.5' x 5) O2 1/2" PVC COUPLING O3 1/2" PVC SLEEVE COUPLING ® 1/2" PVC TUBING (3' LENGTH) O5 1/2" PVC CORNER FITTING © 1/2" PVC 90° ELBOW O7 1/2" PVC TUBING (2' LENGTH) MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. 5"x 6" DOWNSPOUT OPTION "B" - SMALLER BUILDINGS 6" SCHEDULE 40 PVC WITH WIRE SCREEN FOR RODENTS -SEE DETAIL THIS SHEET __-2" MAXIMUM :TERIOR RE SCREEN FOR RODENTS SEE NOTE #1 1% MINIMUM SLOPE o ar 45° BEND J SEE NOTE #2 STORM SEWER PIPE (SIZE VARIES) (SCH 40 PVC) SEE GRADING PLAN FOR LOCATION TO WITHIN 5' FROM BUILDING, REMAINDER AGGREGATE BASE TO BUILDING & HOOKUP IS TENANT RESPONSIBILITY COURSE 38 BUILDING DOWNSPOUT CONNECTION DETAIL WASHED STONE " " NOT TO SCALE ALL AROUND NOTES: 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. T-0" TRANSITION TYP. ALL AROUND FLUSH :00 a TYPICAL SECTION AT MANHOLE 'I�TION � FLUSH L ASPHALT PAVENI AM lieFAM ASPHALT PAVEMENT AGGREGATE COURSE NON -WOVEN FILTER FABRIC 1" DIA. WEEPHOLE (4 REQ'D.) TYPICAL SECT10 AT I ET/CATCH BASIN 39 TYPICAL SECTI AT INL CATCH BASIN DETAIL C-4.3 NOT TO SCAlk ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. O o � 5200 Buffington Rd. At/onto Georgio, 30349-2998 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 03/27/2020 JCW A PER COUNTY COMMENTS MARK DATE BY MARK DATE BY 0 Z CJ JOHN C. WRIGHT .Q Lic. No. 046960 03/27/2020 A ' E z z ~ �w a W 1 w 3 z P V o � po ^u � 6 U �zW zH' aac�H� � I•� ° a`��zl~o=�w d ° a P, n a g ® z a Fp¢ 71 Wn o� J\ _ BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE SITE DETAILS DWG EDITION 02.4 ❑ PRELIMINARY X 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO, ; V166505 STORE ; #1856 DATE ; 03/27/2020 DRAWN BY ; MEG CHECKED BY : JCW CAD I D ; ODP-0 SHEET C=4,3 Product Information MF-9006 Size: 23" x 34" H Weight: 30 lbs. Material: Metal Armour Coated Steel Mounting: Surface Pipe Size: 2 3/8" O.D. Standard Option: Premium Option: Metal Armor: Powder Coat: Galvanized: Champagne (51) Blue (0) Hot Dipped Galvanized Black (90) Red (2) Green (92) Cal Gray (6) Brown (93) Sand (7) Red (94) Black (8) Fire Weed (95) White (9) Blue (96) Bronze (10) Gray (97) Silk Gray (83) Beige Gray (84) Custom Options Available MADE IN WAUSAUS ia Site Furnishing Division PO Box 1520, Wausau, WI 54402-1520 (800 388-8728) Wausau Tile Date: 12/01 /11 BIKE RACK ON CONC. PAD innoteW "� Technical Data Sheet _ ; = Polya rmor® G 17T Texture General Description A functionalized polyethylene copolymer based thermoplastic powder coating designed for maximum mechanical performance, impact resistance and UV -stability. Polyarmol G17 Texture is a non-skid protective coating. Surface Preparation Chemical Pretreatment - Multi -stage phosphate conversion coating may be used Mechanical Preparation - (SSPC-SP6) 2-3 mil (50-75pm) anchor profile using clean, sharp edged blast media NOTE: Properly preparing parts before powder coating is essential for a quality finish. This includes Cleaning, rinsing, drying and insuring the substrate surface is free and clear ofany contaminates. Fluidized Bed For fluidized -bed dipping, preheat parts to 450' F (230'C) adjusting for part thickness. Dip parts in fluidized -bed of Polyarnnol0 G17 Texture for 8-10 seconds. Allow excess powder to stand for 1 minute then carefully blow offthe excess material. Post bake coated part @381 F -400- F (193 - 205°C) for 3 — 4 minutes. Important: Polyarmor@ G17 Texture is designed to texture on the HORIZONTAL surface of the part. There will be slight texturing on vertical surfaces. For best results, do notwater quench cool Polyarl G17Texture. Electrostatic Deposition Polyarmor- G17T can be applied via electrostatic deposition with orwithout pre -heat. When not using pre -heat, the powdershould be applied to achieve a thickness of 8 — 1 Omils (203 - 254pm). Recommended voltage setting when using Corona equipment is 40 — 60 kv. Post -baking at 350 - 425'F (175 - 221 for 5 to 10 minutes depending on metal thickness, or until desired flow out is achieved. For pre- heated parts, the recommended preheat temperature is 401 (21 Deposit Polyarl G17 8-12mils (203 — 301 or higher if desired. For improved surface finish, parts may be post -baked for a short period of time if necessary. Times and temperatures in the oven will depend on configuration and thickness of the part. No Cure Time Thermoplastic powder coatings need only be heated enough to flow out the coating, nothing more. Overheating may cause degradation or embattlement of the coating. Coating may be put into service when cooled. Powder Properties Coverage 100%efficienc 25.65ft' per pound @ Ennis (5.24m' perk 203 m Particle Size Available in fluid bed & spray rades VOC Content ZERO Thickness Recommended 8 - 30mils 203 — 762 m Storage Stability Store in dry area below 90 F, keep container closed with liners sealed and out of direct sunlight and any moisture or external contaminates. Always use good manufacturing practices. Performance Properties Melting Point 221-F (105°C) Specific Gravity ASTM D 792 0.95g/cm Adhesion ASTM D 4541 81 (5.6MPa) Impact Resistance ASTM B 2794 >320 in-Ibs (35.8 Joules) Vicat Softening Point ASTM D 1525 1 52'F (72'C) Tensile Strength ASTM D 638 3482 si (12MPa Elongation % ASTM D 638 13% Humidity Resistance ASTM D 2247 No blistering or loss of gloss after 1000 hours Salt Spray ASTM B 117 2,000 hrs. no significant change in color or gloss i ASTM G 53 2,000 hrs. no significant change in color or gloss Taber Abrasion ASTM D 4060 26mg loss, CS 17 wheel, 100mg loss, CS 17 wheel Flexibility (Conical Mandrel Bend ASTM D 522 118in 3.2mm , no cracks >32°AQ oss Gl ASTM D 523 12 Melt Index ASTM D 1238 20 'e�yiau�. iiiey'aie ua�eu uii �euiiiiiu'ai ua�'a wuii uie �euei uei eveew ue iei auie, aiu ate uieuuu u�u uy persons having skill and know -haw at their awn discretion and tlsk. Seller assumes no responslplI ity for results optai ned or damages incurred from th elr use by Buyer in whale or in part. Such recommendations, technical advice or services are not to be taken as a license to operate under or intended to suggest infringement of any existing patent. n Copyright Innotek Powder Coatings, LLC All rights Reserved Version 0308 (S00) 753-5263 - (432) 267-131 S Fax • www.TnnotekIIr,mnn - 34GO West 7" Street - Big Spring, Texas 79720 ALL DETAILS BELOW THIS LINE WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. COLOR A MATTE BLACK TEXTURED B SW#5403"GRAY" CAE POWDER COATI "SW #5. Uni-Structures, Inc. 0548 COBS CENTER DR. 5TE 100 KENNESgW, GA 30152 PHONE:(770)-499-2000 PHONE: 800-386-9864 ( ) CLIENT: CHICK-FIL-A MADE IN THE USA DATE:##/##/20## NOTE: �aR�,a. oPrR�°�wo°er ows�rsu Ars, tea um� o x� v w wrt�'�vao vepsorvr��sew eolauel ii is r rc antic° ro r r N N�oc n�s;re c .areamsree5c veo -'�'. ASSEMBLY 20304,0-0 NITS LOCATION: ST CITY, STORE:#### IDWG #: ##### ASSEMBLY # 203040-01 FILE LOCATION: zv--i n sae n ,:,p,..i P oe s�a�eam:roo�oir �rrea.� SALES: F. LAST UDESIGNER: C7 MAYS SCALE:LE. Ni- ES CLEARANCE ]BAR (6) W023 375 X 3' L0. STAINLESS STEEL CONCRETE SLEEVE ANCHORS #200665 (1) LOOP OO I BIKE RACK Tyl I I 21 7/8- 27 1/2- 21 7/8- r2 3/8' NOM. #200666 0200666 (1) LOOP 3e 34` BIKE HACK BIKE RACK (6) 1-- (6) 1400023 .375 X 3- Lil 375 X 3' 1 STAINLESS STEEL STAINLESS STEEL CONCRETE SLEEVE CONCRETE SLEEVE ANCHORS ANCHORS /8' TYP. /B' TYP. 27 1/2- WALW TH races Klor et® ®tsos ra�5e� M JOHr50N Tu (1) � �0 — m .eon _--- _-- -- -- -- 1/4' = 1' �e ° 5/10/11 arrnrs RLV D6CT6PTpN NAME DATE :3 ago. � D 0W6 11 CONCRETE -4.0 SIDEWALK PROVIDE 5 SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION 11 EXPANSION C-4.OJ JOINT 1! ALL DETAILS ABOVE THIS LINE WERE PROVIDED BY OTHERS AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. x/ x / LANDSCAPE AREA RIE 5x �P �1 010 5,1jE 011) 010. oo�:!�q �Fo / \ \ \ 11 EXPANSION JOINT C-4.0 LANDSCAPE AREA EMPLOYEE CURB RAMP BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE / 5 PARKING LOT STRIPING C-4. SPECIFICATION EXPANSION JOINT 11 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN) 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Know whats below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY A 03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY 0 MARK 0 DATE BY Op 1. JOHN C. WRIGHT y Lic. No. 046960 4 N 03/27/2020 �I�I`sS��NeL E�G — BOH L E R Allilid E N G I N E E R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 STORE SERIES 06-C 350 WOODBROOK )RIVE %LBEMARLE COUNTY, ✓IRGINIA SHEET TITLE SITE DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO, ; V166505 STORE ; #1856 DATE ; 03/27/2020 DRAWN BY ; MEG CHECKED BY : JCW CAD ID ; ODP-0 HA16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V196505-0DP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:07 AM LAST SAVED BY: CHUGHES NOT TO SCALE SHEET C=4,4 N \ -Ohl OH OH OH \ \\ \ I \ APPROX. IOC. 15' CITY GAS LINE EASEMENT \ \ \ \ D.B. 1597 PG. 302 \ \ \ 22' STORM DRAINAGE EASEMENT \ \ \ \ \ I \ �Jti9ad, D.B. 3242 PO 490 \ \ \ S \ I II o o Plf NAIL — — l — — — — PK 77777_ ' (SENT) \ FOUND FOUND APPROX. LOC. 20' 3 \ \\ \ \ \ VIRGINIA WATERLINE EASEMENT \ \ D.B. 1673 PG. 193 \ \ TELEPHONE & TELEGRAPH COMPANY \ \ EASEMENT r=i :;0 \ \ \ \ D.B. 320 PG 198 COVER rn ° \ \ WV I I � LOW--LOINLO LOVU COV \ - - (1Ol 001 20' WATERLffik I D.B. 33; i o ° 7 \ Oa- �O ° I - 20' SAN. LAT. EASEMENT ° ^ I D.B. 3242 PG 490 Fl \ _ - - -�a \ 1 \ o iOD \ r �d _ -- D, . X-CUT ' FOUND E \-ACCESS EASEMENT TP 0, 1 D.B. 3242 PG 490 J ITP a s oo, a ° Ls etn= \ �LOp LOD /22 STORM DRAINAGE / \ \ EASEMENT / D.B. 3242 PG 49Q — � < =� - C 1T1 \ \\ APPROX. LOC. 20' \ SANITARY SEWER EASEMENT \ D.B. 1078 PG 26 0 STORY DRAIN 0 00 \D.B 3242 PG 490 \ \ I s 0 ICH \ ♦ TBR I 10,_ AIG G------------- -0:—�— / ) / 0 N LINE- D D O =� mom m<o oo= o APPROX. LOC PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM VDOT RW-202, PROJ 16029-002-F19 22' STORM DRAIN&L EASEMENT D.B. 3313 PG. 303 \ �\ ))D TP 1 /\\\o \ \ III APPROX. C. ` \ I20' WATER lNE EASEMENT �W D.B. 107 PG 26 / APPROX.. LOC. SIGHT T ^ J= G DISTANCE EASEMENT G D.B. 1038 PG 95 G 901. p � RIGHT -OF- WAY �}�� ®® PUBLIC R M p.N• QP2 ' A �NALTDPAVEO LIMIT 25 POSTED SPEED C%] ON / OH Count' of Albernarle Conservation Plan Checklist -- To be placed on Landscape flans (Hat dbuok, pp I11-284-111-297 for cnniplete specifications) 1. The follco-wino items shall he slhOW11 on the plan_ Trees to be saved; Limits of clearing (outside dripline of trees to be saved'): Location and t}1ne Df protective fencing: N;A ❑ Grady: changes requiring trey wells or walls - N/A 0 Proposed trenching OT tunnEling beyond 111E limits Of cleaTillg- 2. Markines: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators - No grading shall begin until the tree marking has been inspected and approved by a County inspector. 3. Pre -construction Conference: ZI Ti-ee pmservatian and protection nleasures shall be rtn ieured with the conrr-actor can Site- 4. Eauiittment'Clneration and Storage: ❑ Heavy equipment, v vliicular traffic and storage of construction materials including soil shall not be permitted within the driphnes of trees to he saved. S. Soil Erosion and Stormwater Detention Devices: ❑ Such dcviccs shall not adversely affect trees to Ire saved. 6. Fires: ❑ Finis are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials. W Toxic materials shall not be stored within 100 feet of the; dripline of trees lobe saved. X. Protective FeocinQ: L Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by iincing, Fencing shall be in place and sliall be inspected and approved by a County Inspector prior to grading or consiruction. 9, Tree Wells: N.,A ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided "a construction detail submitted for approval. 10. Tree '<•Wa.11s: NIA ❑ When the ground level must be lowered within the dripline a tree to be saved. a tree wall shall be provided. and a construction detail submitted for approval. 1h1. Trenr.hin2 and Tunanelitte: L.I When trenching I required +,•vithin the limits of clearing, IC shall be done as far away Cram 01c trunks of trees as possible. Tunneling under a large tree sliall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder mists• 12. Cleanula: X1 Protective fencing shall be the last items removed during the final cleanup, 13. Darnazed Trees: Damaged trees shall be treated immed ately by pruning, fertilization or other methods recommendcd lay a tree specialist. NOTE: IT IS THE DEVELOPER'S RI SPONSIB11,ITV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ATiON Digitally signed REQUI E1NENTS. by Chad Baku Date: 2020.03.27 ea�er 10:09_49-0'00' SIGNATURE DEVELOPER CONTRACT PURCHASER SIGNATURE LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM DOT RW-202, PROJ 16029-002-F19 (DATE) (DATE) 5/1J06 Page 1 of 1 LANDSCAPE PLAIT NOTES: 1. CONTRACTOR SHALL REPLACE ALL EXISTING TREES THAT HAVE BEEN DEMOLISHED DUE TO THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE PLAN. 2. ALL REPLACEMENT TREES BE REPLANTED AT A RATIO OF 1:1 AND MATCH THE DEMOLISHED TREE SPECIES IN KIND. CONTRACTOR SHALL FIELD VERIFY THE EXISTING SPECIES PRIOR TO THE DEMOLITION OR REMOVAL AND BEFORE THE PURCHASE OR INSTALLATION OF THE NEW TREES. 3. ALL SITE PLANTING OF TREES AND SHRUBS BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. SHADE TREES QP2 1 QUERCUS PALUSTRIS PIN OAK 2112-Y CAL. B+B SUBTOTAL: 1 ORNAMENTALTREES LI 2 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 1-1 1/2" CAL.18-10' B+B SUBTOTAL: 2 EVERGREEN SHRUBS ICHG 6 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18" HT. & SPREAD #3 CAN TBR 5 TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 18-24" HT. & SPREAD BIB SUBTOTAL: 11 20 10 5 0 20 1 "= 20' 0 5200 Buffington Rd. Atlonto Georgio, JOJ49-2998 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY Q03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY 0 MARK DATE BY CI y A RS y ic. No. 040 001810 03/27/2020 Oscq G�� P1= &0 g z a� W '� La r4n O Z Osd � o z ��a�amaz¢o F a H-- W ow BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE LANDSCAPE PLAN DWG EDITION 02.4 PRELIMINARY ® 80% SUBMITTAL FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE ; 03/27/2020 DRAWN BY MEG CHECKED BY ; JCW CAD ID LSP-0 SHEET C=7,0 H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505-LSP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:16 AM LAST SAVED BY: DHALSEY LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 11/4", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4') IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER %" CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A'/4' LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. DO NOT ST/ WRAF PREPARE W PLANTING H( OR TWICE THI OF THE RO( WHICH G PREPARED,' TREES 1 PART PEA' PART COW M PARTS UNDISTURB SUBGRA DIG WIDE, SHA WITH TAB TAMP SOIL SOLID BASE OF 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 UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL 017 TRANSPLANTED AT THE S/ GRADE AS IT BORE IN NURSERY PLOT PRIOR BALLING AND BURLAPPI PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO OF WELL -COMPOSTED LEAVE AND RECYCLED YARD WASI TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TF WIRE BASKET IF PRESENT. A� AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURL/ 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. EVE1jLDXG1jRLXEEN THEE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER 0 0 0 SHALL BE PURCHASED. DO NOT PRUNE 00 0 o TREE AT PLANTING UNLESS DIRECTED o�. TO BY PROJECT LANDSCAPE ARCHITECT 0 FOLD BURLAP AWAY FROM 00 a TOP OF ROOT BALL 0 0 0 0o SET ROOT BALL FLUSH TO GRADE 0 ° OR SEVERAL INCHES HIGHER IN o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER BROWN3" THICK LAYER OF DARK SHREDDED HARDWOOD MULCH DOUBLE BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED III— I-III=I AND TILL INTO TOP 6" OF = I= I=III=III- PREPARED SOIL. DEEPER THAN ROOT BALL =III-III—III—III-1 �_ - —III REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS ° I`\EE PLANTING DETAIL NOT TO SCALE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVEIXDXGIXDXEEN S HI1XRXUJDD 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— R CONTAINER -GROWN RUBS, USE FINGER OR ALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER 'ER OF POTTING SOIL; THEN FOR PULL APART ANY DTS THAT CIRCLE THE RIMETER OF THE CONTAINER -HICK LAYER OF DARK DWN DOUBLE REDDED HARDWOOD LCH ISHED GRADE \CE SHRUB ON M SOIL IN FTOM OF HOLE. DISTURBED 3GRADE L SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL :III—ICI—��I ; ICI-1�1=1�1—�I III ('— 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 PEIXDXEI NIAL/GIXDXOUND COVE] PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS 11119101 lei ifiv1:7_1a10P►121 REINFORCED RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL INS y�f 00 G o 0 ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED 00 TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN „ POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE -SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TX'D\EE 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. I i 5200 Buffington Rd. At/onto Georgio, JOJ49-2998 Know whats below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 1 03/27/2020 JCW PER COUNTY COMMENTS MARK DATE BY A MARK DATE BY y�1rG F C Z i T. IRS y ic. No. 0406001810 r h �2 03/27/2020 os C,q p RG �z 30 �z moa ��pz<1.0 O�aoQrazp„m a w a a a� W �w a ® BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE LANDSCAPE NOTESAND DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. : V166505 STORE #1856 DATE :03/27/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID LSP-0 SHEET C=7 ■ 1 H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-LSP-0.DWG PRINTED BY: DHALSEY 3.27.20 @ 10:08 AM LAST SAVED BY: CHUGHES 4 1 3 1 2 1 1 E C 0 A _,_ + _F ..F _,. ,. .}. 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Georgia 30349 Pr Kurzynske p & Associates CONSULTING ENGINEERS 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 Email: mail®kurzynske.com C SH OF KMY Lic. No. 32021 �� FSS/0NAL E'\ 3-27- 20 FSR#01 856 BUILDING TYPE / SIZE: S06C RELEASE: 11.2019 REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT# 19210.HF.R PRINTED FOR PERMIT DATE 01 /20/2020 A DRAWN BY ML Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET W PHOTOMETRIC PLAN a. SHEET NUMBER Elms 4 3 1