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HomeMy WebLinkAboutSDP202000006 Plan - Approved Minor Amendment 2020-12-18CONTACT INFORMATION REFERENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: ENTITLED "BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY CHICK-FIL-A, ING. 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 12116/2019 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 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 00 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 TO 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 IN � FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. J MINOR SITE PLAN AMEN DME11311....T �1% LOCATION OF SITE ..... .... ...... RIO MAGISTERIAL DISTRICT 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 PREPARED BY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEncg.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 GRADIING 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-4.5 LANDSCAPE PLAN C-7.0 EXISTING LANDSCAPE PLAN C-7.1 LANDSCAPE NOTES AND DETAILS C-7.2 PHOTOMETRIC PLAN (BY OTHERS) E1.5 PHOTOMETRIC DETAILS (BY OTHERS) E1.6 - E1.7 APPROVAL DATE DEPARTMENT OF COMMU DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORT? N HEALTH DEPARTMENT ISSUED FOR CONSTRUCTION " Q", P121t/2020 SIGNATURE: DATE Srib e rt {' �r iDd'NGtIIYlE9nctllYlit�tltll�u j l i d r� DK cn=Ratxrt Harr, a=8vn[ea nu �ureprt+ttwrrtF.vi>aermg.ssxn, c.U3 -+' Data. 2020,11.011 J3053-0310W j SIGNATURE DATE SIG A r E DATE THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT (3) SIGNATURES PROJECT # V166505 REVISION DATE: 1214/2020 Date File# Submittal Type Reviewed and Approved by the Commun�Ity/?SvFjtopment Department re Agalk i 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know what§ below. Call before you dig. ALWAYS CALL 811 It's fast. Its free. It's the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 4 12/4/2020 JCW SIGNATURE SUBMISSION p L, I . I r )O C. WRI Lic. No 046 60 7 11613), ONAL z z ,my JWa=oWZ��� W�ZQa J a 7 z U (� 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 COVER SHEET DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL ® FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE 06/2312020 DRAWN BY MEG CHECKED BY : JCW CAD ID ; SDP-0 SHEET HAI6WI66505\DRAWINGS\P1_AN SETS\INITIAL SITE PLANW166505-SDP-0.DWG PRINTED BY: GJOHNSON 12.16.20 @ 10:05 AM LAST SAVED BY: GJOHNSON GENERAL NOTES (Rev. 112019) 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 D D ND TIONS THE CONSTRUCTION CONTRAC WITH THE OWNER/DEVEL PE PROJECT, AN ALL PROVISIONS IN AN CO I OF T O R 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 ARCHITECTURAUBUILDING 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 OMMENCEMENT OF CONTTR CTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD IN WRITING IF A Y C U N 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 PREPA ION OF DRAWIN RAT SHOP GS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT DISCREPANCY OR AMBIGUITY THE MORE STRINGENT RE UIREMENTS AND/OR ECOMMENDA I Q R TONS 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 B ILDINGS AND INF STRUCTU U RA RE 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 UNISUITABLE EXCAVATED MATERIAL EXCESS S IL AND DEBRIS SOLID WASTE MUST BE DISPOSED OF IN ACCORD E WITH 0 ( ) ANC 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 EXISTI N NG CONSTRUCTIO OR PROPERTY DURING HE COURSE OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO DRAINAGE UT'ILI IES PAVEME T T T N STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SU V Y E-P R ITT AN CO T T NT E P N BL FOR AND MUST REPLACE ALL SIGNAL R E R E M ING D NS RUCTION. HE CO RACTOR IS R S O SI E NT DAMA,GED D G INTERCONNECTION CABLE WIRING CONDUITS AND ANY U DERGROUND AC ESSORY E UIPME URIN N C Q O)R E I CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW X STING 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 MIUST BEAR ALL COSTS ATED S E CT R E ND NO IFY IN W ASSOCI WITH AM .THE CONTRA O MUST PROMPTLY DOCUMENT ALL EXISTING DAMAG A T RITING 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 T B L D TO SAME. THE ENGINEER O O HER RESPONSI I (TIES FOR JOB SITE SAFETY JOB SITE SUPERVISION OR NYT I G RELATE F A HN RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, L EE D' I ES AS RELATED O T E SAME BEING WHO LY OUTSIDE OF ENGIN R OFRECOR SAND BOHLER ENGINEERING SERV C T H 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 W H CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE IT 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 OSTS INJURIES ATTORNEY'S FEES AND ,G 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 I S SUB TRA TORS AND B T CON C SU CONSULTANTS AS ADDITIONAL NAMED INSUREDS AN D 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 P O TO COMMEN I RI R C NG 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. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER 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. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLANS) 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. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER ENGINEERING PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONITRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WIEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS ND ASSO IATED D CUME T R R D B E I A C O N S P EPA E Y TH S GNATORY PROFESSIONAL ENGINEER OF RECORD THE USE OF THE WORDS'CERTIFY' OR'CERT FICATION' CON IT T S AN EXPRE O L ST U E SSI NON Y 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 CCEPTED PROCEDURE CO E A NSISTENT WITH TH APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. SITE LAYOUT NOTES Rev. 1 /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 E TIRET . T T N Y HE CON RACTOR 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 PL N D O D A AN IN ACC R ANCE WITH PPLICABLE AND/OR APPROPRIATE AGENCIE ' G ID A S U ELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAUTRAFFIC 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, GUIDELIINES, 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. G D TE RA ING N O S (Rev.1 /2019p 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT D UMENTS.THE GENERALN TE A E EFERENCE OC O S R R D 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 UIR MENTS OF I PA Q E ALL MUN CI L COUNTY STATE AND FEDERAL LAWS WHIC HAVE J S H URI DICTION OVER THIS PROJECT. 3. THE CONTRACT R IS RE D O QUIRE TO SECURE ALL NECESSARY AND/OR RE I ED E - QU R P RMITS AND APPROVALS FOR ALL OFF I E ST 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 COMMENCI NY CONTTR C I NG A U TON. SHOULD DISCREPANCIES BETWE EN 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 CONT TOR IS RE P RAC S ONSIBLE 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 WITIHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIIFICATIONS AND THE RECOMMEN AT D IONS SET FORTH IN THE GEOTEC NI H CAL RE ORT AND ALL APPLICABLE RE P QUIREMENTS, RWLES, 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, SUBBASE61UST BE REMOV D N FILLED I E A D W TH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT 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 CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1 /2019) 1. ALL ACCESSIBLE A.K.A. ADA COM ONE TS A D ACCESSIBLE B P N N ROUTES MUST E CONSTRUCTED TO MEET AT A MINIM ( ) UM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%a) 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) 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 ER T P SONS A ANY TIME TO OR NEAR THE DEM LI 0 TION AREA. 8. PRIOR TO THE C MMENCEME T O N OF ANY SITE ACTIVITY AND ANY D M E OL TION 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 REGUL ATIONS RULES RE UIREMENTS STATUTES ORDIN C Q AN ES AND CODES. 9. THE CONT CT RA OR MUST BECOME FAMILIAR WITH THE APPLICABLE T LI Y U I T SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY AT A MINIMU THE MUN C P E M, I I AL NGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CE SEA L WOR IN E A L K THE AR A OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER E INE IN NG ER G THE DISCOVERY OF SUCH M ERIAL AT S 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 SUBJE PR I E D CT EMS S AN ARE DISPOSED OF IN C OR A C DANCE WITH FEDERAL STATE AND OCAL L 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 M T I L A ERA S WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH TH PROJEC P E T LANS AND SPECIFICATIONS OR PUR SUANT 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 A D E N TH 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 AL L 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 NOTES (Rev.1/2019) 1. THE GENERAL NOTE T BE IN L DED S MUS C U 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. 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. EROSION CONTROL MEASURES MUST CONFORM TO THE VIRGINIA DEO 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 FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONT C RA TOR MUST REMOVE E OS R ION CONTROL MEASURES I D S LT AN DEBRIS AFTER E T BL I 5 A ISH NG PERMANENT VEGET TON COVER A I OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLANS) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST R F E ER TO GRADING PLANS F OR 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. DRAINA GE AND UTILITY NOTE S 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 C NTRACTO ST 0 R MU 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 RE UIREMENTS OF THE Q APPLICABLE UTILITY NOTIFICATI SYSTEM TO LOCATE ALL F T E ND G ON O H U ER ROUND UTILITIES. THE CONTR CT R A O IS RESPONSIB I I L D M LE FOR REPA R NG AL A AGE 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 ARCHITEC WILL DET T ERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION F UTILITY SERVICES W T O I H THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT. PROPER DEPTHS ARE ACHIEVED. THE CONTRA T P B C OR IS RES ONSI LE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY RE UIREMENT Q S OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE RE UIREMENTS RULES S ES Q TATUT LAWS ORDINANCES AND D CO ES AND FURTHER IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO ONNE T C C ING 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 R SOLVE SAME. E 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT O LI BILITY OR RE P HAS N A S ONSIBILITY FOR A OR S RELATED TO FILL C OMPACTION AND B CKFILL. A 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 FRASTRUCTURE.THE N 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. ALBERMARLE COUNTY GENERAL NOTES: 1. ALL ACCESSIBLE FEATURES INCLUDING PARKING SPACES AND ACCESS AISLES MUST CONFORM TO ICC A117.1-2009. 2. ALL WATER LINES SEWER LINES ND F RE IN A I L ES 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 LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 5200 Buffington Rd. Atlanta Georgia, ,30349-2998 Know wbaft below Call before you dig. ALWAYS CALL 811 It's fast It's free. It's the law. REVISIONS: MARK DATE BY 2 0612312020 JC W Q PER COUNTY COMMENTS MARK DATE BY 3 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 4 12/412020 JCW SIGNATURE SUBMISSION L Q 2 V JOHN C. WRIGHT .p Lic. No.046960 0 W� 12/4/2020 t1 ;A. G� ts�o >�� � C,h A W z � Z a W � z W Z W� ;Wg�� z W � W w _ Z c� _ � a W Z �Ij H " o p F G o® a V p O h N m ��R O � p O fu Zd Z n J g U �a al Ig 1� F I BOHLER $xcixgxxixc 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 DWG EDITION 02.4' o PRELIMINARY ❑ 80% SUBMITTAL ® FOR CONSTRUCTION JOB NO, : V166505 STORE . #1856 DATE . 06/2312020 DRAWN BY : MEG CHECKED BY : JCW CAD ID : SDP-0 SHEET 0 ■ H:\16\V766505�DRAWINGS�PLAN SETS\INITIAL SITE PLAN\V165505-SDP.O.DWG PRINTED BY: GJOHNSON. 12.02.20 @ Us PM LAST SAVED BY: GJOHNSON 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). VSMP & SWM SUMMARY 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. T1 M C€ ILJNTY OF:ALBF�NL J LE Department of Community Development 40,I ►'.1dotire Road, North Wing CharlatE�sville, Yir inia 229112-006 :Phuna (434)296-5832 Fax (434) 072-4t25 December 16,. 2019 John C: Wright 28;Blackwell Park Ln Suite 201 Warrenton, VA 201.8.6 ILetter of Determination LOD201900033 — Chick-Fil-A Parking Reduction (Parcel ID,045ap.-00-00-093DQ (1,29 acres) 35.(i,VlWoodbrook Pt Charlottesville, VA 22901 Iowner -- Chick-Fil-A Inc, 5200 Buffington Rd Atlanta, GA 30349 Dear Mr. Wright:: This letter is 16 response to.your request for a parking; determination for the Chick -FiI-A at 050 Woodbrook Dr,: In accordance with. Section 18'4.12 of.the Albemarle. County Code the. Zoning Administrator may modify the number Qf,parking;spaoes. required b.y Section 4.12 6., Your requost is for a reduction of the minimum parking requirement from 60 spaces to 52 spaces, A. reduction of 1.30/d. Grass. Floor Area: 4.11614.square feet Restaurant Use Parking Requieement'(4,12.6) 13 spaces per 1000 sf of gross .floor area Total required .spaces: 60 Spaces provided: 52- As outlined in Suction 4.12.2(c) the Zoning Admin parking spaces if he finds that the public health, s served by the reduction, Based on the available a and Ldescriptions .of`the,site autlin:ed in the attach Parking .Reduction," it is my official determination 6.2;spaces vilill Aadequately meet the public'health, sufficient parking at Chick-FiI-A, orrriay reduce the minimum number of or welfare would be equally or better tives'to parking, trip .geheration rates, +ort; " R0p,ort Supporting Request for i parking minimum reduction of 13% to ,y or Welfare requirement and provide If you are 'aggrieved by. this''deterrrination, you have a rightto appeal it within thirty (30) days of this notic% in accordance with Virginla Cade § 15.2-23.11. 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 Appeals, In accordance with § 34.3 of the Zoning Ordinance, along with'a ifee of $258 plus, the actual cost of advertising the.appeal for public'.headriq.. December 16; 20,19 Chick-Fii-A Parking Determination Page 2 ,Applications for Appeal of the. Zoning Administrator's Determination are available at the Departrrent,af Community Development located at 401 MCihure Road,.Cha'rlottesville, Virginia 22902 or online' at WWW,-,41beMarlb',.org/c'.dopps,,Thi8,.forril applies to the appeal of a decision of the zoning administrator or any other administrative officer pertaining, to the Zoning Ordinance. Regulations pertaining to the filing of an appeal to the Board of Zoning Appeals are located in +Chapter 1:8, Section 343 of the Zoning Ordinance. They may be reviewed online at www.albemarle:org/countvcotleltza . (Please note that our airline documents'are in Adobe Acrobat PDF format and must be viewed W, the. Adobe.perobat„Reader or"awegt va,l.ent. A link to download the free ping -in is available at the bottom of www:albernarle.ora/cdaQns ) Please contact me if.you have questions or, require additional information. Sincerely, /r f Kevin McCollum Planner Designee to the Zoning Administrator Attachment; Report Supporting .Request for Parking Reduction STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET STANDARD ABBREVIATIONS LIMIT OF WORK —LOW—LOW— LIMIT OF DISTURBANCE LOD LOD FOR ENTIRE PLAN SET AC ACRES EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ADA AMERICANS WITH DISABILITY ACT ONSITE PROPERTY LINE / R.O.W. LINE ARCH ARCHITECTURAL BC BOTTOM OF CURB - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE _ _ BF BASEMENT FLOOR BK BLOCK EASEMENT LINE BL BASELINE BLDG BUILDING -----_..-,_ SETBACK LINE _ BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CONCRETE CURB & GUTTER CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE SPILL I TRANSITION CONN CONNECTION CONC CONCRETE DEPRESSED CURB AND GUTTER --------------------------- CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS UTILITY POLE WITH LIGHT DEC DECORATIVE �-o POLE LIGHT DEP DEPRESSED DIP DUCTILE IRON PIPE TRAFFIC LIGHT ° DOM DOMESTIC ELEC ELECTRIC 0 UTILITY POLE Q ELEV ELEVATION EP — EDGE OF PAVEMENT 4 (� TYPICAL LIGHT ® ES EDGE OF SHOULDER ACORN LIGHT EW WALL EX _END EXISTING �— TYPICAL SIGN �— FES FLARED END SECTION FF FINISHED FLOOR PARKING COUNTS ZL FH FIRE HYDRANT FIG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) — - —l70-- ------------- 169g------------ CONTOUR LINE 190 187 GH GRADE HIGHER SIDE OF WALL TO 5164 OR 516.4 SPOT ELEVATIONS C 00 516.C 516.00 C 515.55 MATCH EX 518.02± GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY LABEL SAN # HP HIGH POINT X STORM LABEL X e HOR HORIZONTAL HW HEADWALL SL SANITARY SEWER LATERAL SL INT INTERSECTION INV W UNDERGROUND WATER LINE W LF —INVERT LINEAR FOOT E UNDERGROUND ELECTRIC LINE E LOC OF CLEARING LOD —LIMITS LIMITS OF DISTURBANCE G UNDERGROUND GAS LINE 0 LOS LINE OF SIGHT LP LOW POINT ,OH OVERHEAD WIRE OH US LANDSCAPE T UNDERGROUND TELEPHONE LINE T MAX MAXIMUM MIN MINIMUM G UNDERGROUND CABLE LINE O MH MANHOLE MJ MECHANICAL JOINT - - - - - - - - - - -- ----- STORM SEWER OC ON CENTER PA POINT OF ANALYSIS S SANITARY SEWER MAIN S PC POINT CURVATURE HYDRANT PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION O SANITARY MANHOLE O POG POINT OF GRADE O STORM MANHOLE O\t t\ ®� PROP PROPOSED PT POINT OF TANGENCY ®WM WATER METER ® PTCR POINT OF TANGENCY, CURB RETURN WV WATER VALVE ® PVC POLYVINYL CHLORIDE PIPE PVI — POINT OF VERTICAL INTERSECTION GAS VALVE PVT POINT OF VERTICAL TANGENCY ® GAS METER ® R RADIUS RCP REINFORCED CONCRETE PIPE TYPICAL END SECTION RET WALL RETAINING WALL R /W RIGHT OF WAY HEADWALL OR ENDWALL �oR� S SLOPE O GRATE INLET O SAN SANITARY SEWER SF SQUARE FEET CURB INLET ICJ STA STATION STM STORM 0 CLEAN OUT 0 S/W SIDEWALK TBR TO BE REMOVED O ELECTRIC MANHOLE E TBRL TO BE RELOCATED O TELEPHONE MANHOLE O TC TOP OF CURB TELE TELEPHONE EB ELECTRIC BOX q TPF TREE PROTECTION FENCE TW TOP OF WALL EP ELECTRIC PEDESTAL REPTYP TYPICAL UG UNDERGROUND UP UTILITY POLE MONITORING WELL W WIDE W/L WATER LINE TEST PIT W/M WATER METER ± PLUS OR MINUS BENCHMARK ® DEGREE BORING O DIAMETER # NUMBER 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know what's below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. REVISIONS: MARK DATE BY 0612312020 JCW A PER COUNTY COMMENTS MARK DATE BY 0912512020 JCW A PER COUNTY COMMENTS MARK DATE BY 4 121412020 JCW SIGNATURE SUBMISSION 't v JOHN C. WRIGHT �p Lic. No. 046960 12/4/2020 Z W Z W Z 2 Z s W C7 t(ygW�] Z o ad ~ 0 fie0 . f� n $ t�1 N B OH LER E H G I N E E R I N 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEngxom STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE GENERAL NOTES AND LEGEND DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL IK FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID SDP-0 SHEET =0 ■ H:\16\V1665051DRAVVINGS\PLAN SETSUNITIAL SITE PLAN\V166505-SDP-O.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:03 PM LAST SAVED BY: GJOHNSON NOTES: 1, PROPERTY IS PARCEL C, AS RECORDED GE DED IN DEED BOOK 3242 AT PAGE 490 AND BEING THE f,ANDS, OF CHICK FIL A. INC.,AS RECoR DED IN DEED BOOK 3251 AT PA638,AMONG THE LAND RECORDS OF ALBEMARLE COUNTY, VIRGINIA AND HAVING A PCD OF 45 93 D PER THE ' 1�� UP DEPARTMENT OF ASSESSMENTS. 9,��, { IR W 2. AREA-' 5. 054 SQUARE FE9T'OR-1:2$TACRES PARCEL A U DERGROUND. UTILITIES ARE APPROXIMATE,::$CUFtCE INFORMATION APPROX LOC 3, LOCATION OF ALL.,... N;.,- L?,B ,32�Z PG: 490 �;: l�' �lY LINE, f�S�IIENT 1 FROM PLANS AND. MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TCf DEVEI OP AVIEiI OF THQ$E CJNDERGROUtdD (JTILITIES. HOWEVER, LACKING EXCAVATION,0 y`�. t7,8. 1597 !' .302 THE EXACT LOCATION OF UNI]ERGROUN.C? FEATURES CANNOTTELY, COMPLETELY LAWS 'QE ACCUiLAWS N/Ft,�� AND REL IP,BLY DEPICTED,. WHERE ADDITIQNAL OR (ViC)RE DETAII.FD INFQAMATION I$ REQUIRED, , THE CLIENT IS ADVISED;THATEXCAVATION MAYBE. NECESSARY: LOW'ES HOME CENTERS INC: `s G? 6. 157J PO. 453 APPROXIMATE LOCATION.O,F UNDERGROUND UTILITIES IN CLOUDED AREA ARE SHOWN'PER P% 45 "` PRIVATE,bilLITY MARKUHT PERFORMED BY INSIGHT ON,AVGUST 02, Z017 AND FIELD LOCATED . WITH CONVENTIONAL FIELD SURVEY UNLFSS OTHERWI.sE NOTER. SU E" WAS PERFORMED UTILIZING THE REFERENCE MATERIAi AS',LISTEQ 22: $TORM Ol>'AAh�tAOC F�IS�IfLNT 4. THIS FIELD RV Y HEREON,AND DEPICTS BUILDINGS STRUCTURES AND QTHER IMPROVEMENTS THEREON. ON K 490 � AUGUST O8, 2017; BY ROHLER ENGINEERING, 5: THIS SURVEY IS PREPARED. WITH REFERENCE TOA TITLE UPDATE REPORT PREPARED; BYi`�� $EARCH P.ERICR JULY FIDELITY NATIONAL TITLE ,fNSURANCE; COMPANY ORDER NO. 23s311752, ._ � >e 18 2Q06 Tb. JULY 12. 2466.(NO NEW ITEMS OF REG.ORD}. OUR QF, FICE HAS REVIEWED TIME SURVEY RELATED EXCEPTIONS PROVIDED BY FIDELITY NAT'IoNAL TITLE INSURANCE COMPANY `� `' WHICH GRE EXCEPTIONSWITHIN THE TITLE POLICY NOT PROVIDED), t TG ,500.18 99.9 N EXISTENCE OF UNDERGROUND STORAGE TANKS. IF WAS NOT KNOWN AT THE flLSA 6. THE i t 43 ND AT THE TIME G 0 __ , mf. G TIME OF 1"E•iE FIELD SURVEY, NQ PHYSICAL INDICATIONS. of SUCH WERE:. FOUND _ /� Erg-- _ , f , � GU,R� INL£F OF THE. FIELD INSPECTION OF THIS SITE i fG 5o6.7T i t i o t a �S60 039,E (M) .. ELEVATIONSARE BASED ON NAVD. 8$ DATUM AND TIED INTO NOS MONUMENT NUMBER 1 'sA '11$65° Q'QO EHW1017 PER.GPS OBSERVATIONS WITH A PUBLISHED ELEVATION QF 584.68 FEET: , 0 i ' y. 4 r I ( ' 4 p f „ 81.13 R M} ; S 7 16 2 ; E (M 0, THE -PROPERTY Q LOCATEL) IN QTHER AREA$ ZONE X (AREAS DETERMINED TO OUTSID1w ` v LOOD iN PER MAP ENTITLED ,'FIRM FLOOD INSURANCE RATE t '' ; I65 'J " �R J174,,99' ( M) 14 . THE 0.2 , ANNUAL CHANGE F PLti ) .... .. MAP, ALBEMARLE COUNTY, VIRGINIAAND INCORPORATFD AREAS AND THE INDEPENDENT CITY " lG 5Gt3' 4 PK L-�TG '.489.7 z OF CHARLOTTESVILLE , PANEL 278 OF 575, MAP NUMBER 51003 0278D, EFFECTIVE DATE �f �� G �, �' PFf7L/N0� 050514 -rC ,54� t4 FEBRUARY 064, 2005. !4FPROX jQC; 20 ' t 4 J 1 ASPe`tALI +50108 WA fAS�afL7VT, I-493, �4 /NLE7 " PA"UB 167J fG�;5t3 REFERENCES: k- 505.97 1. MAP ENTITLEDOOVERALL$1TE.UTILETIES, AS QUILTWATERLINES,A NEWSTORE FACILITY FOR: LOWE'S OF:CHARLO.TTESVILLE, CHARLOTTESVILLE VIRGINIA, PREPARED BY THCMAS B 1; 505LINCOLN,•LAND SURVEYOR, LAST REVISED 0110911998- -1506,J4 , ' e ef61#„T 65. i/ 4 ifG ,50�98 6 2 MAP ENTITLED CHICK,-FIL-A CONCEPT PLAN, ROUTE 29, CHARLOTTESVILLE, VA', DATED ,i� TG�SQ � . � �,r GI 505.' 2 G. �4 . TG150,E 6# , r ,55 pp l !I 1 ,123/04, AND PREPARED BY BOHLER ENGINEERING, R.C. D B ONG GUfLB �% GW7 G 50J..16 5 1.` 5 G 1500.. 2 WQo PR OK STRIVE _:- D VE PMENT INVrwSTIGATION REPORT, CHICK-FIL-A. ROUTE., 9 & D O , 3, E LO , , TG C.HARLOTTESViLLE. VA; BEPC#8036509x 4.. MAP ENTITLED "PLUMBING SITE PLAN, `SERIES03•C, ROUTE 29, ALBEMARLE COUNTY,' VIRGINIA, RIO DISTRICT', DATED AUGUST 7, 2006, AND PREPARED BY BOHLER ENGINEERING. M1 \ rC 6 PG. `�� 5 r 1 . i G ,50J 4J' � I1 TRAFFIC ENGINEERINGN3706p5pE (R) {t N32 33 44 E (M) 1.25.84'.(R&M) AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION (CULPEPER DISTRICT) ADDRESS: 1601 ORANGE ROAD TG 50549 y CULPEPER. VA 2270'1 G. 505.02 T CONTACT,. JOHN LYNCH ¢ { 0HONE4; 540-829-7500 AGENCY, VIRGINIA DEPARTMENT OF TRANSPORTATION (CHARLOTTESVILLE RESIDENCY) t ` ADDRESS` 701 VDOT WAY 16' 50.LAF, EASCAlENf" CHARLOTTESVILLE, VA 2291'I 0,A J242 Pa 49L7, CONTACT: JOEL OENUNZI0 PHONE C 434.293.0011 SANITARY SEWER t AGENCY. ALBEMARLE COUNTY SERVICE AUTHORITY t G(jj ADDRESS: I68 SPOTNAP ROAD 4 FNiUtIl1 CHARLOTTESVILLE. VA Z291 PHONE t 434-977-4511 T 4CCE5S Ow''' WATER . 96P. 3242 PG 410 AGENCY, ALB.EMARLE COUNTY S>RVIQE AUTHORITY ADDRESS: 168 SPOTNAP ROAD % CHARLOTTESVILLE, VA 22911' PHONE #: 434-9774-611 STORM DRAINAGE PARr✓E A AGENCY; ALBEMARLE COUNTY PUBLIC WORKS� � `�242 P�: 490 ADDRESS: 401 MCiwlsR LOAD, ROoM 42t3 CHARLQTTESVILLE,'VA:22902 ! LOOS N/F '# PHONE #: 4344a 41-,W LOWES HOrE E C£NTER,S INC. 08 WJ PG, 45J GAS UTILITY' RD. 45-04 # AGENCY: CHARLOTTESVILLE.GAS ADDRE58 365.4TH' STREET NW CHARLOTTESVILLE, VA Ub R=1365.00' (R41M CONTACT: TO BE DETERMINED T=a4 3" �R&iV1� - PHONE # (434) 971.0-3,2.11 L=188.00' (R&N1) ELECTRIC CHQ=N01°4.7'15"W (R) 018=N03032'06' (Nib AGENCY:; DOMINION VIRGINIA POWER:HQ=1$7.8 ADDRESS: 1719..H1fDRAU4I0ROAD ---- %--' CHARLOTTEtVILLE, VA: *I PHONE .#: (866)36B-A357 UTILITIES.:. THE. FOLLOWING .;COMPANI�s WERE NOTIFIED B`( DELMARVA MISS UTLITY TELEPHONE S.Y$TEM.(1-806-55210U1};AND REQ ESTED TO MARK OUT 11NDE,RGRO.QNlj FACfLITIESAFFECTIN�G AND SER> IglNG THIS. $ITE: THE.UNDERGROUNb,UTILITY' AGENCY SPRINT ,C PANIES ...E 6,A. P Iv THE u ILrTY qM . ADDRESS: 2211 HYDRAULIC ROAD: INFpRMATIf)N SHOWN IaER ONIS SED U Cl T . CHARLYDRAULI R VA22906 RESPONSE TO THIS REQUEST. SERIAL NUMBERS}, B72Q700883-00B,: PHONE #: (434) 971-2653 UTILITY COMPANY PHONE NUMBER ALBEMARLE.- WATER B SEWER 43431-a7 f REFERENCES,RIVANNA - WATER & SEWER, 434-977-z$70 ALBEMARLES19QHCOLSCOMMUNICAT 443-374-4716 CE! iTURYLINK 8047608»564Q. .1. MAP ENTITLED `CULPEPPER DISTRICT DESIGN UNIT ROW PROJECT # 804-562-3861 64297002-F19, RW-202. SHEET 5," PREPARED BY VDAT , DATED MAY 1966, C,gMCA ST FIBERLIGHT 410-Q79�0384 LUMO$. IVETWQRK 804-508-564Q QWEST COMMUNICATIONS 8Q0-2#13 423? QWEST GOVERNMENT SERVICES 703 387-9152, DOM ELEC DISTRIBUTION 804 608 564Q CHARLOTTESVILLE CITY -GAS 804-550-7740 UnUW PLAR1I�m U-nLlTYcoIvPPNaY LOCATE STATUS tskl?EgUW, 2'MREQUESI RECEI1rED ALBEMARLE- WATTS R SEWER NO RESPONSE 7127117 70AT RIVANNA-WATER&: SEWER NO CONFLICT 7F27117 NOTAVALPBLE LBENIARLESGHOOIS-COMmUMc NO CONFLICT iMLLNC?TDISCLOse CENTURYLINK WRKED WLLN0TD1$CL0$E COMCAS1 Nt7 GONE# tCT' V4f LL NC37 DISCLOSE FIRERLIGHT MARKED WLLNCITDISCLOSE LUMOSNE'TWORK NSOCONFUCT WLL0Ti]f.SCL4SE Ci1�lEsrco,C�ntVIUNIcATI.oNS. t'n�RKEQ LL D LOSE �M N+aT fsc QWESCGOVERNMENT SERVICES NORESPONSE WILLNoTDiSCLOSE DOM ELEC DfSTRIB'UTiON MARKEl3 7C,11o17' CHARLOTTESVILLEGITY-,GAS MAR ED 7272017 r r 500.07 -� -- 4499.41 499- 'mow � f rs hA TC 49715,$r �y 15' GA,S LfNE F�IfENt 40 1597 PG.; J02 1 1© ON IF 47178 S32°33'23" W (') it.�t..x,• ;44M1 4 S27�14'02''W.tM k'; 1� ; ti 32:80 (R&M) R=895,77' (W) _ IGHr-c 4=005Q14'24" (R&M) NN 75' `gyp Avg Pfau 1.=81,92 (R&M) CHB=N53°14'68% (Rtt l CHB. ,N58°34'19"W (M) CHD=81 r89' (RW I TELEPICON� fi G(1Llf'ANY td4SEMENr PG 198 K � t'tt 4 ,1,54` LEGEND �J?J- EXISTING CONTOUR 4 - � ! G 481,RJ ` x 1445 EXISTING SPIT ELEVATION X, TC 12345' EXIST. TQP"OF CURB ELEVATION y�+t,�M1 y�� X G. 12ZR5` EXIST. GUTTER ELEVATION Im WATER: VALVE �.` � � 1, i � p1T - OVERHEAD WIRES Vriti a ` s ry t " APPRGaX: LAC. UNDERCaROUNN7 WATER LINE PER REF 41 t 4 . l t w # APP OX. LOG. UNDERGROUND ATE. LINE PEI3 UTILI"rY N1ARK2Uf Al?PRO,C. LG'G. ,PCRIGWE!'LT TAaEh1F.f'17' FOK R ., W V. ��, +t`M1t,'t, lN9TALGITI4N & 4WNT'GV4GE OF SlCIdAL SY51FM k "` `M1 ', I�DOI FW .201 PRt it ¢P2s,Q02-F19 �-�--- 0 APPROX. LOG, !UNDERGROUND .GAS LINE PEROTILITY MARKOUT �1 t 1 4 1 ' '�+ 1- APPROX. LOG. UNDERGROUND TEL, LINE PER.UTILITY MARKOUT APPROX, LOC..UNQERGR4UND ELEC. LINE PER UTILITY MARKOUT i 9 �t,. e�1 `+ty i s4 4-� `•o '* - UTILITY POLE it 'M1 ,f 14ii3 1Z �+ k, �, ,t + pew TRAFFIC SIGNAL t § ' ��' s4 `" � �it i e �t � �.. MONITORING WELL 4 t ti tt tte % i 't i 'PROX. [OL ELECTRIC METER ��" tt � `' ' �'' • � `t' 15` YEPGO FASEIlEN t ` +* '� 7G SANITARY MANHOLE ` 410 4 P6' J0 49U STORM DRAIN MANHOLE WATER METER 87V57'39- W' (R) S71°3$'18"W (M,` I GAS METER 128.37' (R&M) SIGN, ty h� ti I. kt y � y M1 t tip %r , # BQLLARD 4�it � !4 a LM1 � 7#d SJGt! a t ` I * `+ T P#IETAL GUAR[ RAIIL "t BRICK WAU r_ , 4t „ I 4 a FENCE M1t c 12 tt is 1 tt ! 1 S.A. LANDSCAPED AREA eoX cc�, °• '�°+� t ... . -0 AREA LIGHT' ftA(L(i[JIM., k I i 4N iG •465, J- 5 1 "co' ; t G 4B4.$8 C0Q CLEAN OUT A� �v ""UP ,/� < PAINTED ARROWS DENOTES PARKING SPACE COUNT GUY WIRE #PROX,106' PFRMANCNT F4SCMENF FOR INSTi1-. IO MAINTEMWW OF 51GM1 SI'STF ( TRAFFIC.SIGNAL POLE`. 1 `# Or RW-202,' Pa 5629- 02=F1,9 BUSH ROW r tv TREE (SIZE AS NOTED) '4 tk1_ (IYI,i MEASURED IPPROX, LOG, fClfT t " "', (R) RECORD' 1I5FAN0�' FA.SCWENr ; )9. jp38 P(i.95 o REBAR W1 CAP (BOHLER) FOUND UNLESS OTHERWISE NOTED SEE NOTE 3 I. HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED 1N THE,FIELI7 UND . {4IY I3f�'7�'4�.1'�JARY&':PA YML `I'%P10G ?.4PHICSUl? VEY SU.PERVI$ION, ANG TO:THE (BEST OF MY KNOVVLEDGE, BELIEF, AND INFORMATION, THATTHIS SURVEY HAS.BEEN PERFORMED IN ACCORDANCE WITH CURRENTLY AGCTEC7 ACCURACY C 1 � ST`ANQARUS..TkIAT THE PROPERTYPROPERTYLfNES.AND RELATIONSHIP OF BUILDINGS AND OTHER 9 S.TRUCXURES TQ. THE PRLIPERTY LINES' AND THE LAND INDICATED HEREON LS GIOFtRECT mo WOaDRROOK DRIVE B U i C lQ FAN 5 Ue R. RILE MAGISTEA k1 DISTRICT THE OFFSETS' SHOWN ARE (dC7T TO E NBTRU T N 4 Y TR TU E, ALBEMARLE COUNTY, VIRGINIA (J" 1 #1856: FI NCF, PERMANENT AUDITION, ETC. ,i FILE NO. rna 6 0A iS 0f21VE, 5UITE 25Q MBOH ST6RLI 0.. 700.7NIAx41 F ;JANE SALES.CLAUSS � sV1s6�g5 LE 7n3.7os,s�oo,-7aa.aa�.�o1F1�t. DATE i G 1 N' °� E ,R I: N, G' w w bohie�e+inlneeft oom 1 . i+�4, Le .; ■ i t t. N IP S "Tr7�I P ItPSTicNE1VY 9CST�J AW Nfl MEl£Q ItARAI:N J HJ.Ph ,AUi' UGH llftF# WiNfaV A A _ 08f29I17 ■�,iITM1tG1TE1l0' ■ufjUTItIN�fiYl31} ■h0Ril1ERN'AQ(�NA ■Al4S�iN6TON1,lIG •!!{TF?�41RGNA aCN1,RlOtiEC ■f1C#tfHG DATE XK �y j QQ' EIELO DATE GREN CHIEF DRAWN ` REVIEWEP APPROVED SCALE VIRGINIA LICENSEE L ANI SLIRVI'.YO 07 ` 08/06/17 J'Q BAS ►I OR JSG 1"= 201 V 1 .O fin C/o 0 PARCEL A D.B, 3242 PG. 490 LANDS N/F LOWE'S HOME CENTERS, INC. D.8, 1573 PG, 453 PID,• 45-93A ZONED- HIGHWAY COMMERCIAL USE- RETAIL 1C 05. 7 c a5 2 UP iYfIRANS.-~oJl-..� \ \-10 ARE APPROX. LOC. \ \ \ \ 1 15' CITY GAS LINE EASEMENT , D.B. 1597 PG. 302 \ 7 \\ \ 22' STORM DRAINAGE EASEMENT \ \ o I \ D.B. 3242 PG. 490 \\� \ \ UP d 1Q-08 _\ \ vz QI C?,r � \\ 011 ` 10// TC r79.78 TC 498.74 \ \ G 479JO 4,98. \-UP/TRANS \ '. \ ,/c1D-99 S32033'23"W (R) i 1 D S27 14 02 W (M) I~ S6000 39 ",E(M) c.•�sA. 5 10' `� 11 S65 0 00 E M 1 TC(d 98 99 S47,16'2 "E (M) I 4 + ` I U o I 81.13 R M) \B�+f9851 \� ' S 1056'5 "E (R) g1741,99' (R&M) ' \ ` PK1v,�q/L-�-0 TC49972 , \ ,\o,+\,+ +\+ PK TC 5l15.8 , TC SUJ. z , , , \ , \ FOUNp G 505. 3 , c 5os 14 `+, FOUN+,� , ++' (BENT) i PPROX. L C. 20'- 499.E . , \ c� "S o4 , ` \`„\ ,\ s \ ` , ,\ \` \ WATERUrYE EAa: MENT GRA, Ji LE E� _ ` \ y3= ,\ `, , ,`,\ \ ri, TELEGRAPH COMPANY EASEMENT _ 150,d 11 ASPHALT; D.B. 1673 PG. 193 \ RI, 4 .50 \ \ + D.B. 320 PG 198 u� \ ,l \ , h PAVEMENT it v \ JNV=49 90 \`\ �, ` , , + \ , , \ , • ', + , m % T6\,560.44 \ \ V �'J �, \ `, V v' COVER TG' 603.58 0 0 I �'+ _ C OJ.07 , '� G 4 94 49.9.2 \, `, � `,`'\\ `\, rc' 5J5.77 , \� , + \ (' COVER ' n 26 +506.34 , TC 505.97 \ 0505.52 I u TCU5 5 !mil 1 TC 03.88 6 , i' i T ' 500.73 G \� \' L+� 1 G'U 32 O w !/ y G 505.1 1 TL3.64 q rC 0187, 5U i FILTER-� O ; 8 ONG'. CURB P 2 GUT R G 501 ' ' i G 0115 , 0.27 TIL \ , \+ , , \ I `+`+,,`','+ r rc u�y 4V/2' G ER � 5 13d , TC .9a -\ ``"� \ \ F ` H IC 5U 7 o G 50 5 FILTER r C5 . d o� c� 0 9.509 \ sa, \` , \,\ \ `+ SEE DiilK' E7AIL) �`- o GR E INLET �rn \ \ \� s+ \ \\ ` `\ \ `` ` ' `` 'T'p`<"� G ''`G�-�o SP) \� `� `\ ,' ,+ IN V A 95.73 CONC. W TO 505.89 , \\ 15 `, lPIV B= 6.93 ` i •' ,,\ c, `Y\ / _ C ,� \ \t ! , \, ` `,4\ ' + G 481.93 G 50543 \ 'C 504.49 �` -- -- CJ 1.87 `' \ ' \ 6`+ , , \ , .` `\ '\ \ , � , STOhAI AAH _ \SIGN Tdh \ t + 1 ' i , \ 1 \ + c) c n \ \ G 604,05 , •so R1A1=501.82 / TC SUI.hS \ ( „ ' , , , lNV=495.07 �'� __-�02"'`~ 1 `- __ ASPHALT G 50I.J3 oDo o ' + n ASPHALT / 4SO2.3d - ___ PAVEMENT \ N37 53 05 E (R) ` - - ,� �---�_ i ( PAVEMENT -' , �� `�-- -1D WHITE J. - J.Q _ =r 15 GAS L N32°33'44"E (M) �\ \ f- -- ' ,\ SOLID WHITE LINE TBR� 1597 PG. 302 �\ 125.64' R&M - L = to g03 8 ,' o1VC. �� 20' WATERLINE £ASEMENr �'STR/PIN�i���\ � ✓` - - - Q.A 3if.3 PG. 303 c'' o C'+ 0192 ^ // CONC, TBR I� -� m- -�' TC 505.4s - , , `, \ �� PAS E T I KING PAVEMENT MARK/NG c s / p�� `�" ��� \ \'� `>,o' ,�c`�\ ,` ' G 505.02 ` (TBR) (TYP) ` �1\ o f `,, `��\ , a+ ` \ 9 `'C + . \ + ATE', ` -_6 .( 0, //r J/` Fi�`IO3.76 �T- i� - p. _-- T-" I 1"�` '\ = C 5G121`7 ��,� I�n 'RAMPI` TC 603.02 503 G 50.55 1 ��` �Q� o\ `` r,� � \ \\ , 'r \ `', 'n+r ++ ` \ ', 8 ` ` / I �/ l �. \ JOT\ \ \, o \\t \ f \'+ ` APPROX. LOC. PERMANENT EASEMENT FOR �y / \ , INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM 0% C 502.54 - � � +�, .�. � 1 / ITQOT RW-202, PRO✓ 16029-002-F19 \ 20' SAM LAT EASEMENT- 1 \ ! 2; / ! /t /- _ ,_ ._ yY \ I//1 Off` z y /`\. \', +, ', `, ` ,'` \,',,', `, 1 -22' STORM DRAINAGE D.E. 3242 PG 490 ' 7G- n \ \ ` s / _�"'\\\\, \ \ \ 1.51 '\ \ \ \ \,\\ 'a \ ``,'` + ``, L4SE�AEPIT \ SHED i c % + - - _ _ _- a _ -- �TC 502. 9\, TC 501:1y0 • \ + ,' D.B. 3313 PG 303 L LIBU -- _ = =-- - �� =�f� - �s \ 5U227 \ / C 5A95/' m tb ' r 50 47 TG ' .24 WHEEL STOP (MR) (IYP HAND E4V oJ, G 50�5 ;+ t.50i. R4/L TB I 150377 ,--_ \ + L� Doi r D ( V D-7 50329 } / -FWl--V1 Tc 505.2.9 \ \ --1 ' I MENU 152.0 c5 -\ TRIP/NG (TBR� L� X-CUT Of r0` VERi e7B0AR0 (TBR)�F.I R) D5=50.3.94 BUILL?lA/G �LP'D 30.4' \ `\``\ \ �y\ / \\ \ `\ \ /� `\ '+,', ° i HZ=21' DS=5O392 v \ ASPHALT \ ` PARCEL C WATER covER TBRL \ \ r ` / , " +, i ° �. �i \\ +`` ,`� \ ( A MINT (TBR) voh+� \ h , o D.B, 3242PG 490 t1�\ - \ o u ', r ^J' BUILDING 0 U `►� 10 ,' \ I I 50 PORT/ON OF _! \ r,---- _� EX SAN TBR I -STORY HT.-f•25' 30 ACCESS EASEMENT +� GREASE- �' 8 0 ( I [AND OF BLOG'K BU{LDl1'!G •� - \ \ c\ c �'• \ TRAP �„+ "l�J O D.B. 3242 PG 4J0 �' \ _ Tc 504.,T3 `� 503.04 1 FF=503.83 CHICK-FIL A \ ,APPROX. LOC. I ` + .� CHICK-f/L A, INC. 35o f Tc 501.4g +�G< , , ,x, \ , ' \ c 503.82 , , �- , , ', 15 VEPCO EASEMENT I \ D•B. 92PPG 938 4.0' 35' �. /c 50098 / ,\\, \J , , , 1 ` 1 Tc 50U/ \ �, 4 449 5F , , , , + D.6. 1054 PG 349 1 SHRU h�f \� ��' . 1 BTU Ak I�J>< , \ 1 \ I O Sf,RJ II ROs 4- OPY FF=503.95�.P/D'4593DTC 484.J5 , D RJM50234 1 ° 3.25 AREA. '56,054S,F, OR1297AC.(WI) JNv=49z93 s� c 18 455 + / l c' 40.5 PARCEL A �. 4,34' .. ` ' \ 0 1 II / . / J i. , Ic 5019' , \ S76 57 39 W R D.8. 3242 PG. 490 \ , ) (�) _ e QL _ 9O,lz� '- I I 1 `c so1.49 2" \ ( ) \ I MENU zoo F VE G soaSHRUBS(TBR)� /\ S71 3818 W (M) LANDS N F I \ BOARD �� Clf7 ` - OOl QOl B v • l I u \ ' , , \ ` \ ' \ I ,• sroRM MH 1 / 128.37 R&M LOWE'S HOME CENTERS /NC. do �1, 502. �' o -�� �-` E R�,l=5az82 \ �/. / I e(`` + `, + `, + b\ \ l ♦ - TC 501.95 26 + /- -} rJ3sd i _' + v ' IPN A=493.59 ` / D.8, 157J PG, 453 0 J o o _ _ `� , r / �� 502.J o 3 ru NV E=493.47 \\\ _ 502 ---,, GRATE IN ET CONC. re 0J.86 .--- 5 1� RCP A C=493.42 ' ; I ', PID. 45-93A \ A era `� -� RlM=5o1.�;5 k Q - ' ZONED: HIGHWAY COMMERC/AL � o � _ � � - -.� � � Tri = 07 n c <a� � � 13 � _--fir � % ' ' � ` ' lD Sy' � � \', , SAN. AAH- i S s � -- ,_ �--1N�- �: l''�- W=---'=OW-r--r'L'0' -' ~-- � , � ` USE. RETA/L RlM=5oz.75 • �- -; - --� -O -�- Lo -- \ , \ , B c �� SOLID YELLOW L/JUL%' k0'.57 ,' , ; `, HT= f' z' \i \�yy� HV A=49775 P--- �- ��a STORM DRAINAGE % / , 1 , -CODS/�- e w \ JNV E=496.75 ,� C .18 C 50.59 _' r, c„ ' F�ISEMENT -' I \. � ___ lNV C=49790 �0 G, �s y� , D.E. 3242 P(r �4 STORM. «TH - �� - •. -' 7 `ri + + `, i I 12" - RAM-303.10 -, {7 i1C 502ff8 / , + , a I Y•. , + , , , ' R=1365,00 R&M -- -=�-r n , -c,�, o c 5©z22 \ \ ( _) - , �\ :.- INV A=494.05 -o _ /� ' '-` 4. 5.<�9 o I n , TC 502.54 /NV E=493.85 k 15 ' .' , - - - �067 53 28 (R&M) D r° F yo2' h� I \ L=188.00 R&M � �``G 5Uz14 G1 10 I , I APPRUY. LOG 2 ' � 5oz2r? ,' - � -- ��• ,�;-AP�9ROX ( ) --- %" ' � `' `-5'TURA1 ` IN r I / /'i 20, I%A7'T IrJ£ >IASEMENI , POSA +�- r � I\ SAkl 'Y /' \T CRATE INLET - GR�INLET-�: / BENCHMAR/�''� CHB=N01 °47'15"W R \ \ c 5oz22 4 R/M=502. R1A 5vv.91 /`� X-cur yo�'� ( ) 5LAER EASEMENT \ 501 1 RIV=5v0.90 NV=495.7 c �v' lNV- 96.18 f� fLEl%'' 02.�0 �g ; ' o' l i COVER 1 i 0 1 u A8. 1078 TIG 26 � i ' � , t' {J,�¢.9r a 2ri<-cy � � CHB=NO3 32 06 W (M) \ \_ V { CHD=187_85' R ` _ _ -- �- y'- - -- �� -� '\,� �j 'r �0,1 pia% i UP No 1-- 10 STORY Dl'AJA N 1 .' _ , , C VER - �' cam,,' TG 501.8 \ / T ,, I' EASEMEr`/T / Y '" +, O¢" '\ CONr ��URB l"7/_ ' GUTTER, G 50L26 ,- �; ' \ �9h D.B. 3242 PG 49a ` 'BENCHMARK Ag ' AV- CUT I ' 165.58 _ EST ,o� ' �93`121 . -502ELEV=501.19 LI 20 TC 94TION -A G 4998® /i- �i OC "'FT-f L.S.A, -5 G0.07 / �' 00 '' 7C 'dB.95 , ��, o --- -t- _ T99.47 9 �_ G488.47 , m 1 r1 egg- \--- -' '49 _ 498'".497�6 �-�`" \ TBACK_- -, s'�sAAq PPROX. LOC. SIGHT �i� DISTANCE EASEMENT t 9¢'-_ / D.B. 1038 PG 95 \\II��_- Ag$•, TC 497.15. '\ 'i�� ____-_ G 49S61 G\ \ V ---G----__'_'"G -G p97.4,3 15' GAS LINE FASE D.B. 1597 PG. rC 49r7- J .- R=895.77' (R&M) Q��oo RIGHT�OFW DwpY G 49321 A=005'14'24" (R&M) �Q� 75' WI�EVED P�gU 25 M P'H' L=81.92' (R&M) ASP' SPEED LIMIT CHB=N53'14'58"W (R) POSTED CHB=N58'34'19"W (M) CHD=81,89' (R&M) WALL TC 485..35 G 484.88 APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINENANCE OF SIGNAL SYSTEM VDOT RW-202, PROJ 16029-002-F19 0=11 � EXISTING =�---- v-- - CONCRETE CURB & GUTTER - TYP. SIGN - -170- - CONTOUR ------------- 168------------ 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 = t 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, Atlanta Georgia, 30349-2998 Know what§ below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY l2/4/2020 JCW A SIGNATURE SUBMISSION Epp Op Z JOHN C. WRIGHT .� Lic. No. 046960 12/4/2020NAL Z Z 05 py z 0 N F�J� 1�-1 BOHLER ENGINEERING 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 PLAN DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL ® FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID SSP-0 SHEET HAMV166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-SSP-O.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:03 PM LAST SAVED BY: GJOHNSON 0 C/0 0 PARCEL A D. B. 3242 PG. 490 LANDS N/F 10 WE'S HOME CENTERS, INC, D.B. 1573 PG 453 E PID: 45-93A ZONED: HIGHWAY COMMERCIAL USE- RETAIL L� S I,'St 0 76` c� c co - UI ��c� FOUND 2 v 4 O COfJC. CURB N 2' GUl r� T,' UP 6lfTRAP/5.-- R£=10 z \ 1 APPROX.. LOC. \ \ \ 15' CITY GAS LINE EASEMENT \ \ D.B. 1597 PG. 302 \ \\ \ o Oil UP J, ?9-08- \ IiOD-99 \ \ S32°33'23"W (R) CURB INLET-- D \\ S27014'02"W M S60° 0'39"E M RIY=498.72 \ \ ( ) i ( ) \ \IN'✓-489.22 \ 32.80 (R&M) � - rI S65°1; 00 E (M) \,, � C\ \\ 0� S47°16'2 "E (M) � � 81'.13 (R M) �\ \ v� 341°56'59"E (R) �174.99'I(R&M) PK NAIL .�'o \ ° (" \ \ (BENT) FOUND \ \ \ \ ` o \ \ 4, \ VIRGINIA TELEPHONE & ASPHALT \ GRA,, l,"fLET- \\ \ - TELEGIMPH COMPANY EASEMENT AVEMENT RJdt -49850 s IN✓=490.90 \ \ t� \ \ D.B. 320 PG 198 rn c \ \ FILTER \ \ \ \ (SEE ��''�' DEAARLL -� A \ -90 ( - - o S �\ \ \ � 6 Q -� NC CIJR ✓✓/2' G TER �, o \ � � m '37 FILTER o 4L q --\ (SEE BMP ETAILJ A J \ \ \\ fi�fTE o GR �E 1, ✓LET R/ {�-ol I. by A lNV A4, a73 x .rso\ \ m CONC.I hv N STORM K, R/M=501.82 c� INV=49507 v VEU N P T ASPHALT - ( N37 53 05 E (R)\ Ar ow---� \ a �R PAVEMENT 22 ,_. � --.: LO LOWN 041 LOYrLO a ��O 6B � \ \ N32°33'44"E (M) coV --� 26 \ 125.64' (R&M) ---. conic. ao� 1s i\ \ \ )a \ \\ . ,_ - a / � •'- \o CSC c 22 � r` GATE 14 A. (j FF-50..76 R t{ l A j_ °r, q 100', },t \\ \L RAMPo APPROX. LOC. PERMANENT EASEMENT fOR �= U' � o � o ' o � . 18. ` ' a Ol-- • . 1 x. �'. �° 'y � ��_ � W = \ INSTALLATION &MAINTENANCE OF SIGNAL SYSTEM r , , ,a r_. _7,, - r ,_ _ ^ � � � 15 ' , � s _ . -� � VDOT RW-202, PROD 16029-002-F19 � I SHED •: s LOF37 " 7- . Ltfl \ 19 �., \ VER a • 8 f 11 51.0 rn D5=503.94 X-CUT co ,' BUlLL1lNG FOUND a (' 33 HT =f21 ' OS=503.92 3�5' 5.6' 8' BU401N6: ACCESS EASEMENT -. I -STORY HT -i25' j 5 BLOCK HL110ING D.B. 3242 PG 490 rr \,a ° -A w CHICK-FlL " n�\� \ 33 g 14,449 S.F. 4, D / , LO' -'� dIH \ STORM MH 22 " - RIM=497,83 ' 22 ` ��� ® w 23 Ff=50S95 RlA1=50234 5' f INV=491.53 �� 32 10 W 25 �� 'IN'✓=492.93 yj0� �� ya f 61 4, rJ d 6.89' 25' (T)P•)i \ \0\\ \ PARCEL A \ . �P 4,3 o I �' r\ \ \ D. B. 3242 PG. 490 , - - � ' `i•j^a . - \�` A ` I RI,1A=5023.5✓ \ 9 I '`Js���� /� y 0 LANDS NF 12 STORMfl BN82LOWE'S HOME CENTERS, INC. 3A DB. 1573 PG. 453 \ \ wn\J + \� PID. 45-93A sR o a 18 a GRATE lNLE7:' CONC. a/ a A NI C=49342 �y \ INV B-493.47 A A141=51g16✓ . & 0 0 ,/ ZONED: HIGHWAY COMMERCIAL SAN MH- s�� AJ 1/L_ r �` 1'r_ \ \ \ USE. RETAIL RIM=50.75 B �`� QW=---ECO =LQ::_ LQ SOLID YEt LOG✓ LINE "- -'! /� lD a✓i �`' \ IN✓ A 49 . 5 - - - <,go - / 27 \ \\ -CDD o � C %l� \ lNV 8=496.75 - INV C=497,90 22 STORM Mr� w R=1365.00' (R&M) - - \,r \ '�' INV A=494.05 - - - �0 77°53'28" (R&M ' r nD ITN 8=49385 L=188.00' (/R&M) \ "``� 1 O \ ` o n n1 ) , GRATE /Nt.ET 5'TORM , ✓N GRATE ET -BENCHMARK t-� R' \ POST CHB=N01 4715 W R \ _ Rol1_5D2. 0 Rlb ,.Gt.91 x-cur I FIRE, ( ) ' RIM=500.90 N/ 495.7 0 24 - COVER �11 CHB=NO3°32'06"W (M) \ \ / lNV=4 - - LINV- ;8 ELEV- 0220 _ �` CHD=187_85' (RAM)_ __ - - - - - "- - �-- VER �s \UP A/0 0 C�Ij&'(JRB G// 'GUTTER r X CUT , 0 ' 1 ELEV.=501.19 I ' I 1 0 LINE ESTRICTION I UILD G 30' Br I�w, -.,�,, � -2'URB /Ntc'7----.-_, _ Rlhf=48842 INV=483.32 / l I i � APPROX. LOC. SIGHT 10' PARKINS SETBACK - ,�� . DISTANCE EASEMENT 9.8, 1038 PG 95 AY R=895.77' (R&M) RIGHT--OFRo OIY _ ___ _ _ _�- - --- --- - __ -- 0=005°14'24" (R&M) `IV�O 75� Wi��VEB PU��f 25 M.P.H. L=81.92' (R&M) ASPHALTSPEEp LIMIT CHB=N53 14 58 W (R) POSTEO H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANWI66505-SSP-0.DWG PRINTED BY: GJOHNSON 12,02.20 @ 3:03 PM LAST SAVED BY: GJOHNSON S76°57'39"W (R) S71 °38'18"W (M) 128.37' (R&M) 1-BRICK %ALL II CO'lER APPROX. IOC. PERMANENT EASEMENT FOR INSTALLATON & MAINTENANCE OF SIGNAL SYSTEM WOT RW-202, PROJ 16029-002-F19 CHB=N58°34'19"W (M) ZONING INFORMATION AND NOTES: CHD=81.89' (R&M) 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, 715 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 PLAN DESIGN NOTES & KEY PLAN 51 DIRECTIONAL GRAPHIC0 DRIVE-THRU GRAPHIC 4 MULTI -LANE ARROW 3 3 3] NOT USED 0 PAINTED HANDICAP PARKING SYMBOL C4.0 a STANDARD PARKING STALL (TYP) 5 •4.0 Q DIRECTIONAL SIGNAGE ALL SIGNS MUST CONFORM TO MUTCD LATEST VERSION NOT USED 6A"STOP" SIGN 6g HANDICAPPED WITH PENALTY (TYP) NOT USED 6C "GIRG r B IDG FOR DRIVE TI IR SIGN NOT USED 6D"RIGI IT TURN ONLY" SIGN NOT USED 6E "ONE WAY" SIGN NOT USED 6F "LEFT TURN ONLY" N SIGN NOT USED 6G"PEDESTRIAN GROSSING" SIGN NOT USED 6N "DE) NOT ENTER" SIGN 9 "MEAL DELIVERY ZONE" SIGN 70 HANDICAPPED RAMP WITH FLARED SIDE a EMPLOYEE RAMP (10% MAX SLOPE) G4.4 M PROP 370 SF± BUILDING ADDITION 10 PROP 20 SF± BUILDING ADDITION 11, TYPICAL SIDEWALK C 4.0 12 18" CURB AND GUTTER - CATCHING 17 1z 18" CURB AND GUTTER - SPILLING -I� C� NOT USED 13 ROLL OVER/1 O ILITA B r G Inn 18 C-4.1 14 BOLLARD C-4.1 15; TYPICAL ASPHALT PAVEMENT SECTION 2 16 PAVEMENT EDGE 21 2 NOT USED 17: neNGRETE PA irn IIENT AT D MP STER � � 18 CONCRETE PAVEMENT SECTION AT DRIVE-THRU 19 HANDRAIL %44.2 2Q CROSSWALK DETAIL 21 DRIVE THRU ORDER POINT ISLAND CURB C-4.3 22 SAWCUT 23 DRIVE THRU DOOR, SEE BUILDING PLANS 24 RELOCATED FLAG POLE 25 OMD YELLOW SAFETY POST (15- O.C.) Zg 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 4 4 29 CASH PAD KIOSK 30 TYPICAL ADA RAMP AND HANDRAIL C4.2 31 BIKE RACK ON CONC. PAD C4.441 32 3' 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 PROP VARIABLE DEPTH ASPHALT OVERLAY PROP ASPHALT .4 e PROP ° p CONCRETE F PROP CANOPY L- --J PROP SAWCUT - • - - • - - LIMITS OF WORK LOW ---LOW LIMITS OF DISTURBANCE LOD LOD 20 10 5 0 20 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know. what's below. Call before you dig. ALWAYS CALL 811 It's fast. Its free. Its the law. REVISIONS. MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09125/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 1214/2020 JCW A SIGNATURE SUBMISSION �XLTHO� Z V ' JOHN C. WRIGHT .,p Lic. No. 046960 12/4/2020 w z WRim�Z �,ZW�Wsw J R a S z lW � BOILER 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 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID SSP-0 SHEET C=220 (!" 1 "= 20' 0 (5 PARCEL A D. B. 3242 PG. 490 LANDS N/F LOWE'S HOME CENTERS, INC. D.B• 1573 PG. 453 PID.• 45-93A ZONED- HIGHWAY COMMERCIAL USE- RETAIL L� s Ofl-Of1- y4� APPROX. LOC. 15' C17Y GAS LINE EASEMENT \ b D.B. 1597 PG. 302 I 22' STORM DRAINAGE EASEMENT\ \ I D.B. 3242 PG 490 ~\ \ I I d y C-1 -0H ON0 \ \ - TC 498..74 \ i G 479.50 �498.J8 TG 50019 98.9E C�7 +4 .. ..�,: . `,' �. j`, S32°33'23"W (R) 52 G 499 5 '� c B INLET - -` `y0,..,1'+`,`� S27°14'02"W M y IG' �0,Z7 M S60o10I391�E , 32.80 R&M S65 30 00 IE (M) `�� • �� , , , , ,�`, \ ', , , , I , ' , + 1 '^� TC 498.99 , O 81.13 yR&M) \ + S47°16'20"E' M \ 49a51 \ 4 S41 56 59 E (R) 174\99 (R&M) - - �\ - �\ \ \ u, ;�` + \\; ', `\++ TC 50a9 - , TC 5 + ` PK NAIL TC 499.72 PK NAIL 1 + ' (Jf/ G 1 3.J5 V, f OUNL°{ G 505.3 , G 5UJ.144 ', F� \ APPROX L C. 20 rl a ` ', `\ ,,\, � 1 , + 4-{-499.4J � \ , 4", , + \ , \ `� \ \ \ , , `, � VIRGINIA TELEPHONE & o r.1 / ,IATERLINE L-AAMENT \ GRA, �A(LET k� \ �, TELEGRAPH COMPANY EASEMENT n , 4,5111.08 , , 'E.tg' \` ,` m o , ,` D.B. 1673 PG.\193 Rllr, -4 50 `\ \ \ �, \, , ` ,+ D.B. 320 PG 198 INV 49(�90 � .,� \t `, \ \ ` ` � r \ + `+ ,, `, \\ p TC 6GU 58 N ® TG\ afl0 44 \ \ 1 J '. r ` . `, \ `� `i +\c \ '+ +�\ \ 0 4y`3�94 \�• s 1 t , \ ` , , + \ \ \ + \ ` a , + TC 5 499.2 50o.J4 1 f � G 5y..26 , �� 1 I , I \ ✓ \' .V \\ \ ` ` ` + \ \ ` , \`+\, , ` " TC 505.97 i i fi ✓ s7 \\ \' ` ° \ ` +` \'\ ,+ '\ `+ \+ '+ `` \ '` \ \ �_ \ G 505..52 ' TC 50J.8a 80 t TC�505.°"7 i G 50J32 ' TC �0LE7500.7J ✓\ \ F/LTER+'�� 0505.12 1 TG' ,.QJ 64 t rC 50073 I ' 1 0560..2J ✓ r� , , , , ,\ \ t , , \ , O 8 u (_ , r__ 0 5/131 - �- y _ _- G 501 15 1 (S v�ar,r _.__ �<}._•�.e.r.��.r.® :`cy\ \\ BO t--��T`•�. _ __ -f" -�w�_w- _ '�•���. s .... ,. � 500 ` \\ \, � \\\,`\+\\` - \+` \\+1` \� `,`+,, ...`78 �r TC 52t3J ------ ---- TC 50L88 ✓ ��C 50098 N r TC 5Of 07 ., G 507 94 FILTER a ✓ 6° 500 44 \ t c •499.50 0 .,OLJB ✓ �_ C 49,I99 ✓ 1 i 8 C 503.55 \ (SEE $M' DE TA/L) A \ ✓ \ , , \ , \ \ �``&.. \`,+\t\ \, `\ ,mm i '.\ , RIM=501.1$ \ ✓ i ,I,1 \ \ , \+\ ,\ ; \, `,\'` `Up `, I o \ , \ r- (p . INV A=495.73 .� ✓ -� } L \, � \ , \ + \ , + � ` � ; TC 4a24v� c� �� `, ` + . INV B=496.93 / ✓ `�\ \ , \ \ , \ \ \ ` , tr'o\, + I I TO 50 .4 J � _ \ . G ,81.93 if1 G 505.4J '0 5/J449 i `\ i 50/.a7 / \ ' _ , STORY A1H-- ------ �t/1' a - / \ ' �\ ' 1 '\ ' ` S� \ \ cr \ /� ' \ 1 G 5C4.06 ' IC 501.b5 \ + \ O t s0 INIV=495.07 �02-`�- - r -- \~�� � �y�+�'++�+ `� N37 5,3 05 E R +50234 ME/G 502.00_ < � \, , , � , Q 'Gr\ E103 LO�r �, .,/----LOW---� \ < ` \ + , o ' 1 n ( ) / \ LOW---LC----LOvv �COrC500.14 N32 33 44 E (M) r re - .04 oQ` , MEIc Soz.zo± j 1 I - `, /+ < c : OOl / --'' -'(, TP 5a 49 / 4 r 20' WATERLINE aSEVENI 500.71 , \ \ 125.64 (R&M) --- l ohs. D.1� .3T1 P c. 303�\ 5U5.49 / a g - \ G 505.02 MEIG TC 502.70+• e < -'` MEIG 502.50+ MEIG 570 02.59 502.55± 4 e ,,{ ' 4 d a •' - �� �` - G 500 52 t r \ , `, +, `\ \� '\ '\ `, e 4�,�.. .• �' 14 •. .' O.p� 0�j i1 . :� , •.1, � 1 ,�ti� �? � � \ , , \, , \ , \ Ste, \, 8 , \ ME/G 502.80± x p „ , , , , \� , ..� , APPROX. LOC. PERMANENT EASEMENT FOR \ \ + p " r `' ME/G �.00 a 3, o 075G ,500 66t R \ \\ , INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM 4 m,. t\, a VDOT RW-202, PROD 16029- 1. , 002-F19 4G 502.90 °G 5020 STIA. LATFSEMEPT - - •e- iy ' -- s - tD.B. 3242 PG 490 G50OUL.STORM DRAINAGE 503.70 TC 5025EASEMENT.761 --r -• -• : r ..' G 502 00 - , \`,\ i '+ +, `, ` + `\ - +, D.B. 3313 PG. 303 4 •D . T 5oJ.47 � 503.75 •w, i'. •,`• ,• .. TCIG `503.80� -' G 502.85r�� • . ! •�i• '°.i,' 502e4a ' � � ' - • G 503.65 , • . ' .f' ";. 5/J.ff' :' . �..�� � r \ t�. LE1D' ir,=�fl3 r=rLE1t`3 laLf1D f:' G 502 00 G 500.85 , \ \ \ + ` , ` ✓ TC a05.29 14 \ a • +' • •R G 502!.95 ` , G 0504 }� ^ I� '' '' G 503.85 FFE 503.95 G 503.92 :,.`_. /�LE,`D X CUT 1/ P i ME/G 592.95± ' G 502.90 TIC 502 67 FOUND I , • TCIG 503.85 \ IN, , \ I - , : I ` o `': ` G 503.80 s h \ < MEIG 500.95_ Xr- A,t.'. ACCESS EASEMENT \\• ME(HPIG 503.04 I " G 503.75y S•.. • : FFE 503.83 ! \ + ` + ! + , , \ \ + , 4 D.B. 3242 PG 490 MEIG 504.00± \y � ,� 1•� � •• ,, � MEIG 501 80+ qas �n„k.+., � � AV v , ,�v v v APPROX. LOC. \ G 50Ja2 �� ,,' •RIDGE .• � ` , + `, " 15' VEPCO EASEMENT � , / LO ,+✓ G 50D.96 Its `' `, `\ , '+ \+ 't '+ \ \ \ i D.B. 1054 PG 349 ' TC 503.68 � MEIG 502.98 ,�' c- � -" � ` � � , + -< 1 .1a a / 0 5O3 \ \ STORM ,1r�f1 , T/ ++, ✓f�j : � /' , R71y1= '1tb' `+ '+ \ 5` � `� ', ; TG 48s. 35 \ � , , + c 4a,�a9 ME/G503.75± q... `+.:,:, �- RIIJ=50234 >� 25++ \ i1 /NV=49293 . d GJ18 PARCEL A SG455 �� \; y : I o 1 f I \ a d, r MEIG 502.75± 3 �_1 1- ' \ 0 1 u \ -- / / /,\ 16)501.0 Y a S76 57 39 W (R) D.B. 3242 PG. 490 - : 4- _ air ,G 50L4 21 ` + a 1 n # ,`jD O / 10 `` ✓� , o I `,, \ , \ ' \ o t • ; a f l� ,� I ,� , ` _, S71 3818 W (M) 503.20± ` .. , CPI ij CiQID Cl - _ r G METfC 503.80± , i I , + LANDS N F t ! A o. '° n n ' . ' / STORM MN ,y /, \,1 �, \ , \ 1 s . 1 d 4 • + �128.37 (R&M) .'a i o s A D _ AB Rl,#A=50282 ', / >✓ ! i L OWS S HOME CENTERS, INC. \ �\ TC 502.50 • `cam\ (�, ; . 4 n ' • ' A f 7, f y.t . . 1 , t' U- f D.B. 1573 PG. 453 0 03 �, . •o,. , ,T � T - - INV A=49,.59 4� , h _ TC 502.60 4 INV B=°.'93.47 ,., cRArE� IN Er PID. 45-93A 4 '' ti ,. Q A INV C=493.42 ZONED. HIGHWAY COMMERCIAL 1 , A ��0 -- -- 5p a • a 6 , Al. is ✓ Q -- rj SAl✓, 01 - S s - ^'� ,q7 /I) �� - 9.--' 0 5t.3 J.1J %/ ✓ , / , , + \ w \ , USE' RETAIL \ , RIA1=502.75 B - - /OV-a-LONF----- OU1-L0 .57 ' / \�c� ` ✓ r ' ,\ ao +, \ '\ ,r INV A=497.75 ; - D ©, 1___ 2Z STOR,�A DRAINAGE ✓ i -- / //i ; \ , \ \, t,� ' n / \\+\ �(A INV 8=49675 ISEMENT- ' lTJ✓ C=497.90 0� TC 502.33 , D.B. 3242 PG -49t� STORM/ Nl ' W h G ME/G 501.60± r=- ``-_ Rnl9 303.10 --7 " " , \ �2' R=1365.00 (R&M) -- = - --r - soy- ��501. 2 ✓ �'INV A=494.05 �____ /J 0 50222 i a, `t , \ 495.<19 cs ` D rC 502.64 INV B=493.65 IC 5U7.85/ I- / 502 ,' '1O"1i ` ' P i '\ . , G 502.L4 G 501X 1 502.28 ,' ry A �/ ' <'� o'-��1"",O.f C. I L=188.00 R&M APPROX. LOC 2 '- o % I ( ) ,; =y 2a' YATEt NE ffAS ,,11ENT , ?i'liT�'RY �\ +r , " ``5/06 1 '''f / GRATE INLET 1 BENCHMARX- ! �/ D•� /U/' PG 40 t C CHB=N01 °47'15"W R ' ,' YG 501.22 r, c-r�i#T - INLET Rlbl=5o249 i�` 1'- ' I �� ( ) SEWER EASE NT RIV=500.90 RI,M1=500.31 o I n I /'' 500.76 , N� A.a6.Ob�-' INV=495.74 . '� CHB=NO3 32 06 W (M) oe 1078 TIG 2s INV=496.18 , CHD=187_85' (R&M - to STORYDRAIv�=-."., ,;� �''� rc 5GLa2°ta/ ,� EASEMENT �' / 04„ \` j ,/'' _ G 5o1.1s !7B 3242 PG 490 , \ °� ` - ,` I; : 'BENCHMARK P, \ C� --'-_--��__� _-.. �, ' ��- _ '' • R9 %' 49A 448,& ' /Y CUTI I, O21 0" ELEV=501.19 - qg _: zo 649 _ RIM,=�'c 12 C488.95 499.47 g G488.47 499-O4g$'497'_496- - 11 APPROX. LOC. SIGHT 11 -` l ;�� DISTANCE EASEMENT �s _ --�----------T--�'"``_7: �lr 49 ` D.B. 1038 PG 95 WAY -G _ �� _--- _ _ - �' R=895.77 R&M T.� AWAY c sY. ' A-005° 14'24" R&M ��OD�S�' W�D� RpGpUeUC 5 M P.H. -- s-- , +491.4J ' L=81.92' (R&M) 5PH' SPEED LIMIT 2 CHB=N53°14'58"W (R) CHB=N58°34'19"W (M) CHD=81.89' (R&M) � . rc 4a5�5 G 464,88 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: 8129/17. 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. IVV OIUCVVtALr\ 11I1iU,Vr\ 1,1"WOOMALr\ 10 1 V r-AI,CCU G.UU70 I,RVOO 01-urc. 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 DEPRESSED CURB ----------------------------- \ - -- TYP. SIGN TYP. SIGN -V_ APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM PROP VDOT RW-202, PROD 16029-002-F19 CONCRETE SIDEWALK PROP VARIABLE DEPTH z ASPHALT OVERLAY PROP ASPHALT a : 1 ., a PROP CONCRETE ; PROP CANOPY L - - J PROP SAWCUT - • - - • - - - LIMITS OF WORK -LOW -LOW - LIMITS OF DISTURBANCE LOD LOD 20 10 5 0 20 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know what's below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. REVISIONS: MARK DATE BY 2 06/23/2020 JCW L PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY l2/412020 JCW A SIGNATURE SUBMISSION 'Z V JOHN C. WRIGHT ''" .Q Llc. No. 046960 �V4t 12/4/2020 NAL V z Z PIPN BOHLER E N 01 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 06/23/2020 DRAWN BY : MEG CHECKED BY : JCW CAD ID SSP-0 SHEET C=300 rp H:116\V166505\DRAWINGS\PLAN SETSVNITIAL SITE P1AN%V166505-SSP-0.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:03 PM LAST SAVED BY: GJOHNSON 1 "= 20' 1 (m PARCEL A D.B. 3242 PG. 490 �T LANDS N/F 1� LOWE'5 HOME CENTERS, INC. D.B. 1573 PG. 453 PID.- 45-93A ZONED- HIGHWAY COMMERCIAL USE RETAIL ' I I ' SA i I N37053'05"E (R) I ' N32e33'44"E (M) 125.64' (R&M) ./ 4� I O \` , 20' SAN. LAT. EASEMENT ` D8. 3242 PC 490 1 X--CUT FOUND ACCESS EASEMENTS D.B. 3242 PG 00 SF 1 I 1 ' f I PARCEL A D.B. 3242 PC 490 LANDS N/F \ LOWE'S HOME CENTERS, INC. D.B. 1573 PG. 453 PID.• 45-93A ZONED.- HIGHWAY COMMERCIAL USE RETAIL R=1365.00' (R&M) _Y=007°53'2$" (R&M) -441 L=188.00' (R&MMM . CHB=N01°477'A0. 21G FCHD--1877885' (R&M)___ — 10 APPROX. LOC. \ 15' CITY GAS LINE EASEMENT \ i' D.B. 1597 PC 302 22' STORM DRAINAGE EASEMENT- D.B. 3242 PG. 490 1 1 t I \ t S47016'20"E'(M) S41056'59"E (R) 174,99' (R&M) 500 / 499 -- —� G---_---- \ L.—'- S60e10'30E (M) S65e30'00'1E (M)- 81.13' yR&M) R=895.77' (R&M) 0=005°14'24" (R&M) L=81.92' (R&M) CHB=N53°14'58"W (R) CHB=N58°34'19"W (M) CHD=81.89' (R&M) gR0I0UERIGHT-or 75 PMRaM,p P f T25 pSP14AE v. Y POSIEO SPEGp S32°33'23"W (R) S27°14'02"W (M) 32.80' (R&M) "BENT) "'.o 34D -� VIRGINIA TELEPHONE & T� E ANT D.B. J20 P 19E1 n APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM ` a DOT RW-202, PRO✓ 16029-002-F19 r 22' STORM�ENT D.B. 33I3 PG. J03 -APPROX. LOC. 15' VEPCO EASEMENT D.B. 1054 PG 349 S76°57'39"W (R) S71°38'18"W (M) 128.37' (R&M) APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM DOT RW-202, PRO✓ 16029-002-F19 N0. TITLE KEY SYMBOL 3.07 STORM DRAIN INLET PROTECTION I P �— SA 3.01 SAFETY FENCE SAF 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE CE 3.05 SILT FENCE 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING MU MU TREE PRESERVATION 3.38 AND PROTECTION SOILS TABLE SYMBOL SOIL NAME SLOPES 27B ELIOAK LOAM 2 TO 7% 27C ELIOAK LOAM 7 TO 15% 34D GLENELG LOAM 15 TO 25% LEGEND EXISTING PROPOSED — — —170— — — -------------168------------ x 81.16 EROSION NOTES: CONCRETE CURB & GUTTER DEPRESSED CURB ----------------------------- TYPICAL SIGN —� CONTOUR 340 LINE 338 PROP SAWCUT — • — — - — — LIMITS OF WORK LO*- LOGY` - LIMITS OF DISTURBANCE 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' y, 1 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know whan below. Call before you dig ALWAYS CALL 811 Ifs fast. It's free. It's the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY l2/4/2020 JCW A SIGNATURE SUBMISSION 2 JOHN C. WRIGHT .p Lic. No. 046960 ®� 12/4/2020 tl�� H p4 � � Z N Z L6 H10m*4 = 2 z a Fi 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 PLAN DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL 1K FOR CONSTRUCTION JOB NO, V166505 STORE #1856 DATE 06/23/2020 DRAWN BY ; MEG CHECKED BY : JCW CAD ID SSP-0 SHEET C=3 ■ H516\V1665050RAWINGS\PLAN SETSMITIAL SITE PLAN\V166505-SSP-0.0WG PRINTED BY: GJOHNSON 12.02.20 @ 3:03 PM LAST SAVED BY: GJOHNSON 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. T N EROSION 1. SAFETY FENCE - 3.01 - A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESSO A CONTROL D LIMITS OF DISTURBANCE A SHOWN ON THE RE. SAFETY FENCE SHALL BE INSTALLED AROUND THE LIMI S MEASURE. 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-1 3: 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-1 5: 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, R-15: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 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-1 7: 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 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. 1. 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 Q S 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 111. 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 SEC. 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 3.35 TABLE 3.35-A ORGANIC MULCH'MATERIALS AND APPLICATION RATE, 5 RATES: MtJLCI TES: N0,MS: Per Acre Per 1000 sq. €t: Straw or Hay l a - 2 tons 70 - 90 lbs. Free from weeds and coarse ,(Minimum2 matter. Must be anchored. tons for Spread with mulch blower winter'Cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500, tbs. winter cover or' during hot, dry periods..' .Apply as slurry; Corn Stalks 4 - 6. tons 185 - 275 lbs. Cut' ar shredded In 4-6" lengths. Air-dried, Do not use in fine turf areas, Apply with mulch blower or by hand. Woad Chips 4 - 6 "tons 185 - 275 lbs. Free of cfaarse matter. Air- dried. 'Treat with 12 1bs nitrO ,en 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 Back 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 PLATSAFETY FENCE I 3.1-1 PERSPECTIVE VIEW .-.•w•.-G".-.-.•.-G•i•�"rr•7 •its%' I' , %5�2•�•S-�i�Si�2�s•;'''CONVENTIONAL OR 5' MIN,OLYETHYLENE FABRIC (U) POSTS TO POSTS METAL TIE WIRES.) PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONWED PLASTICS, VDOT ROAD AND BRIDGE STANDARDS, VA DSWC CONSTRUCTION OF A SILT FENCE PLATE. -2 (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 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 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 0-51Yo Kentucky Bluegrass 0-5Vo 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, 1501bs. 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 301bs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mLY during warmer seeding periods; add 10-20 lbs./acre in mixes. 111 - 303 3.32 STONE CONSTRUCTION ENTRANCE 302-1 75' MIN. EXISTING PAVEMENT l I 3 51 FILTER CLOTH A MOUNTABLE BERM �TMIN .(OPTIONAL)SIDE ELEVION EXISTI G GROUND 75' MIN. T WASHRACK B (OPTIONAL) MIN. 12' MIN.* 10' MIN.. 2. EXISTING PAVEMENT VDOT #1 COURSE POSITIVE DRAINAGE 10 IN. AGGREGATE B TO SEDIMENT * MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. II 3" MIN. n)1Tml_Tlm) - 3„ MIN. FILTER CLOTH SECTION A -A I 6'-7„ REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE: ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL, AND VA. DSWC GRAVEL AND WHR'E MESH DROP 3PE 07T 2 INLET SEDIMENT FILTER RUNOFF WATER WITH SEDIMENT GRAVEL`(12"MIN. DEPTH) FILTERED WATER 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 VOOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA DSWC FENCING AND ARMORING PLATE 3 38 2 DRIP LINE SNOW FEN BOARD FE METHODS OF TREE FENCING NCE TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING SOURCE: VA DSWC 5200 Buffington Rd. Atlanta Georgia, J30349-2998 i1s. Know what§ below. Call before you dig. ALWAYS CALL 811 Its fast. It's free. Its the law. REVISIONS: MARK DATE BY A0612312020 JCW PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 121412020 JCW A SIGNATURE SUBMISSION TH TH EAR O� 2 tr° JOHN C. WRIGHT .p Lic. No. 046960 ��.C► 12/4/2020 z W Z a � Z W�ZW��-g�-g11 c0i r j d Z cc) <� z � B®HLER ENGINEERING 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 ; 06/2312020 DRAWN BY : MEG CHECKED BY : JCW CAD ID SDP-0 SHEET C=312 M !, H:V6\V1665050RAWINGS\PLAN SETSVNITIAL SITE PLAN\V166505-SDP-O.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:03 PM LAST SAVED BY: GJOHNSON Im I \ I \�0 \ UP WfTRANS.--aON- \ IRE-10 I APPROX. LOC. 15, CITY GAS LINE EASEMENT D.B. 1597 PG. 302 \ s \\ 22' STORM DRAINAGE EASEMENT\ \ I O.B 3242 PC 490 /� UP I'I u- 8 f� e Gar Eft Op\I `a.,,, "'• �.. err � `\.,,�---�J4/ dy'_'--"' \ •---UP%TRANS -S32°33'23"W (R) INLET D S27°14'02"W (M) S60°10'39"E (M) \ 148922 I C 32.80' (R&M) S65°30'00"E (M) ` `�,, .. 8• - - 20"E (M) 81.13 (R&M) i \ \ I 174.99' (R&M)50 \ P 0 ND \ �\ \ \\ \ \ \ ` (BENT 4' \ ) \ APPROX. LOC. 20' \ \ \ r o4 \ VIRGINIA TELEPHONE & WATERLINE 61SEVENr G � f L \ \ \ TELEGRAPH COMPANY EASEMENT D.B.1673 PC 193 j� ``e A50 INV=49 90 D.B. 320 PG 198 / `\ \ � G9\ ` COVER 100 O I \ + DEAL/LrjTEIL � \ - - - - - '�P ` CD \ 6 0 M�, 8" FILTER (SEE BMP DETAIL) Ao • o� GRATE INLET ''cc� r \ \ \ o o = (i' -� RIM=501.18 i \N to so &V A=495.73 ~ r Lo NO \ P W (n INV 8=496.93 4 \ \ 0 I _ STORM MH----- / \\ \ P j v` �o •� RTM=501.82/ \ 1 o rn \ IAIV--495.07 s a N37°53'05"E R o , a •\-� I ( ) \ \ Oil? LOVV- LOW---LQ LOVT LO l � LIN cilorMENI 10 cS� o n / �" � s D.B. 1597 PG. 302 N32 33 44 E (M) covE? Q I125.64' (R&M) ao� 2D' WATERLINE EASE1>1ENrr� 8 \ 1131.3 PC 3D3 1 F / o cs� f n4 e n a a � I a s I a G a I ' •ta ^ i(� 1 �,.%, 8 O r e i \ - a r t a.. a T n D�- 9 a. 'Qa t• \ a e a e. a .^` Y . , , .. ....H..c, , ..... .\ r tii '.f� A r. • 5 '..': it .... \ VD T OPOSE DIP,TOMET 20 SAN. LAr EASEMENT a e P R \ D.B. 3242 PG 490 \ a .. . a •e � r��r n, � a � • . a: 12 s �,f�"t � ;' }u� ct� \ \ \ 12 i O .. '/.'s }i "J l'. ,5• .i �� -:^ \ £- v 14 e.� r 2 O \ \ . � . �r• • 'i.; .•.�':••l. ••-q'' • r +•.i' ,nr i :fig . '.:\ ,' 3''a ,O� I \ � e• �:.� •.'�. .L�eD`�=�-'-�' 'DD.EOD'i \ \ a°ECD���kED= � \\ FOUND- : a . 13 SN 0 IA r av I .Fk 'fl •' `, ACCESS EASEMENT a GREAS 3 CONTRACTOR TO CONTACT ACSA 3 ' ," ` R D.B. 3242 PG 490 \ o "� �•.'.• • BUSINESS DAYS PRIOR TO MAKING THE ;e� a ° Y•• NEW SERVICE CONNECTION TO THE � �'�! 6'' EXISTING ACSA'WATER MAIN IN ORDER TO I e a SCHEDULE AN INSPECTOR TO BE ON SIT / LO, / - O _ �� \ STORM 41H . :a 5 TORM M11 p r d ay RI,aA=497.83 I O 40 RIM=50.J4 � I \ INV=491.53 \ O \ <... '.. •:;. '. • .. ' �: INV==49Z93 D. B. 3242 PG. 490 e e - . -� %y��_�-nn�� Lo - q 11 I / / •.e �vY• � �-� � �UQ�J' a :�•O��TI _` ao�' e .. I~ / STORMAtH �/ w+,s \ LANDSNF a' . e :•s : , a' B i / /� a Y A 0 Y y R1ti1=502.82 / \�. LOWES HOME CENTERS, INC. `�\ a �` t- �, �1: - - = - -- - INV A=49359 D.B. 1573 PG. 453 ~ o a �- -' - - - P/1, ; P93A a a �I a GRATE` INLE! ° a • e - 1,5", TNv B=49f 4T A �jb a a a . a • ' R41=5W.65e n a , : ® a , o a' '. f - o A INV C-493.42 a L ., ._ /i ZONED: HIGHWAY COMMERC/AL sAAr. atH- s � USE. RETAIL RTM=50275 BLUVIIwN\ \ IrV'✓ A=4.97.75 o /22' STORM DRAINAGE is SSP �-- v q /f-- \ r.,1 \ INV 8=496.15 _ �D- -' EASEMENT / 15 -� //-C // _ -O IA!✓ C= 49790 I ,,' �� D.B. 3242 PC, 49Q _ - 7 �, STOR111t VH 12" _-- �~ i R141=503.10 R=1365.00 (R&M) _ _ - - -cam 6 e INV=4�3.�5 r - - - �007°53'28" (R&M) - - I �.. i>o' �APPR�r c. L=188.00' R&M APPROX. LOC. 20' c . sr / 20' iYATERj NE EASEMENT SANTrARf GRATE INL1 T \ �``STOR/Y MH GRATE INLET BENCHMARK D.S. 107r PG 26 \\ RIM=50249 RIM=500.91 /% X-CUT CHB=N01°47'15"W (R) \ SEWER EASEMENT I I 9 r �0090 INV=495.74 INV=496.18 \ r/ ELEV- 02.20 / I - � - CHB=NO3°32'06"W (M) D.B. 1D78 PG 26 �� �� '' - - - - - - __ 8.-- CHD=187_85' (RR�M�-- - - - '� 1D'srO,M DRD�1�° RCP` n o H r .- EASEMENT \9 B. 3242 PG 490 4 v, BENCHMARK +�` 12" i 1 I ELEI!= O1 19 I 1 O I �. � to c CURB I I O I RIM=48 42 IO 12 r' /y 11U APPROX. LOG. SIGHT i I I T.. _ -- T -0'_ --' Iy✓/' DISTANCE EASEMENT u D.B. 1038 PG 95 --c L WAY s �_- -c �. - -- R=895.77' (R&M) ��O® RIGNj-OFRpAOWAY A=005°14'24" (R&M) V`�o�D 75' WIDENED PUBLIC 5 M.P•H• _ _- ------ L=81.92' (R&M) ASPHALT SPEED LIMIT POSTED 15' GAS LINE EASEMENT CHB=N53°14'58"W (R) 0.8. 15.97 PG. 302 CHB=N58°34'19"W (M) CHD=81.89' (R&M) C/0 O PARCEL A D.B. 3242 PG. 490 LANDS N/F LOWE'S HOME CENTERS, INC. D. B. 1573 PG. 453 B PID.• 45-93A ZONED- HIGHWAY COMMERCIAL USE. RETAIL L� s �ti9�8 Dy �� H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-SSP-0.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:04 PM LAST SAVED BY: GJOHNSON APPROX. LOC. PE RMANENT EASEMENT FOR STALLATION & MAINTENANCE OF SIGNAL SYSTEM OT RW-202, PROD 16029-002-F19 22' STORM DRAINAGE EASEMENT D.B. 3313 PC 303 F� �o J X� 0 1h 9\9� \ APPROX. LOC. 15' VEPCO EASEMENT D.B. 1054 PG 349 , S76°57'39"W (R) S71°38'18"W (M) 128.37' (R&M) APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM VDOT RW-202, PROD 16029-002419 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 5200 Buffington Rd. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. Atlanta Georgia, 30349-2998 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 a 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 Know what§ below. SEWER LINES AND STORM LINES OR WATER LINES. IF THIS MINIMUM CLEARANCE CANNOT BE Call before youd1% MAINTAINED, A CONCRETE ENCASEMENT SHALL BE PROVIDED. ALWAYS CALL 811 5, ANY SEDIMENT CONTROL MEASURES REMOVED FOR THE PURPOSE OF UTILITY Its fast Its free. It's the law. 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, REVISIONS: THREADED AND CONTAIN COUNTERSUNK PLUGS. MARK DATE BY 7. WATER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA AND BURIED A MINIMUM 48" BELOW GRADE. 06/23/2020 JCW 8. WATER SERVICE SHALL BE A 2" INCH TYPE "K." COPPER TUBING. SANITARY SEWER PIPE 2 SHALL BE A SIX (6) INCH PVC SCH 40 AT CONNECTION OF KITCHEN WASTE AND RESTROOM PER COUNTY 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 COMMENTS FOR HORIZONTAL AND VERTICAL ALIGNMENT AND CONNECTIONS. 9. ALL FILL, COMPACTION AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MARK DATE BY SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND 09/25/2020 JCW SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 3 10. SEE ARCHITECTURAL PLANS FOR GREASE TRAP DETAILS. PER COUNTY 11. ALL PIPES UNDER PRESSURE SHALL BE CONNECTED WITH WATER TIGHT JOINTS. INSPECTOR COMMENTS SHALL VERIFY MATERIALS AND INSPECT PRESSURE TREATED PIPE PRIOR TO COVERING UP OR PRESSURE TEST PIPE PER COUNTY STANDARDS. MARK DATE BY 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 A 121412020 JCW 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 SIGNATURE MAINTAINED, CONCRETE ENCASEMENT SHALL BE PROVIDED. SUBMISSION 14. INSTALL UNDERGROUND SECONDARY ELECTRIC SERVICE TO BUILDING (REFER TO MEP PLANS). INSTALL TRENCHING 34" SCHEDULE 40 PCV CONDUITS, CT CABINET AND METER BASE. ALL ITEMS PER ELECTRIC COMPANY SPECIFICATIONS AND REQUIREMENTS. r.XLTHO� PROVIDE TRENCHING: X CONTRACTOR ELECTRIC COMPANY PROVIDE CONDUITS: CONTRACTOR X ELECTRIC COMPANY INSTALL CONDUITS: X CONTRACTOR ELECTRIC COMPANY PROVIDE CABLES: _ CONTRACTOR X ELECTRIC COMPANY O INSTALL CABLES: - CONTRACTOR X ELECTRIC COMPANY V JOHN C. WRIGHT PROVIDE CT CABINET: CONTRACTOR X ELECTRIC COMPANY INSTALL CT CABINET: X CONTRACTOR _ ELECTRIC COMPANY PROVIDE METER BASE: CONTRACTOR X ELECTRIC COMPANY .p Lic. No. 046960 INSTALL METER BASE: X CONTRACTOR _ ELECTRIC COMPANY ((� METER BASE INSTALLED ON: BUILDING i(► 12/4/2020 CT CABINET INSTALLED ON: BUILDING trslo UTILITY KEY PLANNAL 4" SCHEDULE 40 PVC SANITARY SEWER SERVICE LINE @ 2.08% MINIMUM F �2 RELOCATED 1.5" METER AND VAULT z 6" SCHEDULE 40 PVC SANITARY SEWER SERVICE @ 1.04% MINIMUM ce � W ❑4 EXISTING GREASE TRAP TO REMAIN Zw04 W EXISTING 6" SANITARY LINE, CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TO Z ¢ o < gZg 0 CONSTRUCTION. IF INVERT IS TOO HIGH TO MAINTAIN MINIMUM SLOPES IN THE PROPOSED N Z PIPES, CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY. 0 V �E D o w N ® CLEANOUT; CLEANOUT TO BE TRAFFIC RATED WHEN LOCATED IN THE DRIVE THRU �g PAVEMENT SECTION z ❑7 PROPOSED ELECTRIC BOX AND METER W N 0 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 1Q' APPROXIMATE LOCATION OF EXISTING ELECTRIC LINE. CONTRACTOR TO VERIFY LOCATION € AND DEPTH PRIOR TO CONSTRUCTION B O H T E R 11 GAS METER ENGINEERING 12 PROPOSED RELOCATED WATER SERVICE LINE. MATCH EXISTING SIZE AND MATERIAL. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 13; RELOCATED 5/8 " IRRIGATION METER Fax: (540) 349-0321 VA@BohlerEng.com 14; PROPOSED 4" GATE VALVE 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. 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 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID SSP-0 SHEET Psmi no 20 10 5 0 20 1"=20' CENTER "STOP" IN DRIVE LANE M 4" TYP. I U 3 STOP LINE GRAPHIC C-4,0 NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. 3. IF STOP SIGN IS PROPOSED, STOP LINE GRAPHIC IS NOT R3EQUIRED. I a co 4" PAINTED LINE (TYP.) - 14"R PAINTED 4 ACCESSIBILITY SYMBOL C-4,0 NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A 5 PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. % CROS -- 4" THICK CONCRETE NOTE: SIDEWALK SECTION 1:20 INSTALL V TOOLED RADIUS ON ALL MAX >. SFk, RAMP EXPOSED EDGES SIMILAR AS MINIMUM 1% SLOPE //V S/TF (BEYOND) SHOWN ON CURB DETAIL AWAY FROM BUILDING. k'/pT RETAINING CURB (BEYOND) MAXIMUM 2% SLOPE IN ALL DIRECTIONS AT CURB LANDING. CONCRETE (0 CONCRETE FLUSH WITH 6 PAVEMENT q CIVIL TO VERIFY STATE/LOCAL 1O TRUNCATED DOMES REQUIREMENTS AND MODIFY PAINTED ACCESSIBILITY 4 C-4,0 (ONLY IF REQUIRED) SYMBOL C-4.0 LAYOUT TO MATCH SITE 7 SIDEWALK ACCESSIBLE_ 24" CONCRETE 17 C-4.0 RAMP CURB & GUTTER C-4.1 G ACCESSIBLE PARKING C-4.0 SIGN IN BOLLARD BOLLARD 20 AWNING 24" I I I I z I I I L I I _-J 10.39' I o 0 0� n 0 0 0 0 o o o Pow 1 pppppppppppppppppp�pppppppppppll n� _o s1_e s>_o " �Ia Y L 9 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 AGUIDE-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 Ya" a' ID STRIPING ON CONCRETE PARKING LOTS. 0TIP 0.015"-0.017" • FILTER 60 MESH 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT 0REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL TO SIDEWALK. VM&P NAPTHA R1K3 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED CONVENTIONAL WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 0GUN 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 1PT/GAL VM&P NAPTHA R1K3 • 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. qn.. 0 r� 3"x3" SQUAR ALUMINUM TUBING DARK BRONZE COLOI OR AS REQUIRED B LOCAL JURISDICTIO ORLANDLOR REQUIREMENT; 8" 0 CONCRETE BASE NOTE: SIGNS SHALL BE FABRICATED USING S/F 0.08 NON -ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. RED 2"X2" SQUARE TUBING 'REFLECTIVE' NOTE: F COLOR VERIFY COLORS WITH LOCAL I MUNICIPALITY. I' .I 6" DIA. SCH. 80 STEEL I.. I. L PIPE BOLLARD PAINTED OSHA YELLOW FILLED I WITH CONCRETE I. L c H WHITE 'REFLECTIVE' I , I' o COLOR I, I -, PAINT CONCRETE BLACK 12" AFTER CURING AT L GREEN 'REFLECTIVE' ASPHALT LOCATIONS COLOR I .I C RESERVE6 t PARKING BLUE'REFLECTIVE' 400o PSI I f C H COLOR CONCRETE I I F WHITE'REFLECTIVE' A STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) s CIVIL TO VERIFY RAMP 5 STANDARD PARKING STALL REQUIREMENTS BY STATE. y 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 io TRANSITION TRANSITION I 1V:10H MAX Jv:10H MAX I �- -- CURB CURB SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT LIGHT BROOM FINISH 4" AGGREGATE JP�\ d MONOLITHIC CONCRETE BASE COURSE ACCESSIBLE RAMP (3000 PSI) SECTION A -A a " q GUTTER SLOPE SHALL NOT 12 EXCEED 5% AT LANDING AREA IF CHANGE IN RAMP[ FINISH 17 BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING 5 LOT STRIPING SPECIFICATION C-4.0 SIDEWALK ACCESSIBLE RAMP NOT TO SCALE < i� Z_ 24.625" 8 SPACES OUT TO OUT 1.2625" 1.2625" 3.00" @ 3.00" O/C NOM. 3.00" in 14 DOMES @ 1.670" O/C INTERNAL EMBEDMENT N FLANGE 9 PER TILE 0.625" 7P. N DETAIL-1 A U OOa00000000@@OOO .. O O 0" OO 0 0 0" OO OO 0 0 0 O " @@@@@@@@@@@ o0 o @ o@@@@@@@@@ r O O @ OO @ OO @ @ @ O O (Q r 000OOO O@00@@ C) N O O OO OO OO OO @ @ O @ @ L0 O N 0"000OOO@@O@@ 00 O B ::�:: 00 @@@@@@@@@@@ B pW @@@@@@@@@@@@@ 0. 1875" DIA. x 0.0625" HIGH @ @ @ @ @ @ @ @ @ @ @ @ @ @ MICRO -TEXTURE UNDERSIDE p @@@@@@@@o@@@@@ OF TILE @@@@@@@@@@@@@@ 0.625" j 1 0.625" @oo@@@O@o@oo@@ 0.625"DIA. HOLES A THROUGH EMBEDMENT REFLECTED PLAN FLANGES `O 1.2625" 1,670" TYP. Ln oN' 1.2625" 1.670" TYP{�. PLAN 1.670" TYP. 1. 0 I r 000000 000000 000 00000000 000000000 00000 0000000 000 in N Or 0000 O 00 OOr 00 00 O 0.1875" 0.625" HOLE THROUGH r O 0 0 - 0.1875" DIA. VENT p O 000 O7 EMBEDMENT FLANGES AS 0 SHOWN IN REFLECTED PLAN HOLE ONE PER O O 0 000 O O 0 000 CELL EACH SIDE) CENTERED TYP. SECTION A -A O O O O ti O O 0 90°POINTS CIL 0 00 00 0000 00 1.2625" 1.670" TYP. 0.045"HIGH 1.670" TY 5", 00000 0000000 000 - N 0.1875" DIA. VENT 0 _ v o HOLE (ONE PER N o 0 0000 00000000000 O o LO CELL EACH SIDE) (0 000 00 000000000 0 00 0 O 000 000 O O O O 000 00000 0 000 00 000 000 I 000 000 00 000 0.1875' 3.00" TYP. 3.00" 0000 00000 O �-I 0.625" DIA. HOLE CA 3.00" EMBEDMENT INTERNAL EMBEDMENT NOTE: OPTIONAL FLANGE FLANGE @ 3" O/C (SEE SOUND AMPLIFYING 0.09' 0.09, O SH PLAN FOR ORIENTATION) PLATE ADDED BY NOTE: CTED PLAN MANUFACTURER 0.09. 0.09, FIELD LEVEL SECTION B-B MICRO -TEXTURE 41 �0 TRI INrATFn nnKAF.q - rA.ciT IN PI A('F nFTAII -1 INCH OINTS PER SQUARE 0 NOT TO SCALE ONLY IF REQUIRED BY STATE/LOCAL ORDINANCE (CIVIL ENGINEER TO VERIFY) HAWV166505\DRAWINGSIPLAN SETSIINITIAL SITE PLANW196505-ODP-O.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:04 PM LAST SAVED BY: GJOHNSON COLOR n R7r BLUE 'REFLECTIVE'7m, < 4 VAN COLOR WITH WHITE` < 4. < ; p 'REFLECTIVE TEXT' ACCESSIBLE •. WHITE'REFLECTIVE' I -I I -I I I ea < d COLOR PENALTY SIGN WITH _III=III A < ` N WORDING AS REQUIRED - = `t a -71 18" WHITE 'REFLECTIVE' Building- LETTERS U3M� i FACE: REFLECTIVE COPY #3272 RED)COLOR C F CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 18" i � I 12" WHITE Right---� 'REFLECTIVE' LETTERS N Turn FACE: ' Only 3M REFLECTIVE COPY f (#3272 RED)COLOR pedestrian crosswalk D G RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK _ (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) I-III=III= 18.. _ 30" - I BLACK REFLECTIVE' COLOR Left Turn N -` Only BY STATE OR LOCAL LAW -III III <• I I I I I I I I I I I I O N E DO NOT < a a. WHITE co 2"x2" SQ. TUBING io a• WAY REFLECTIVE' LETTERING STYLE TO BE - II 1I-I I A I I -I I COLOR ENTER HELVETICA MEDIUM I"III=III=III=III=III- I FE I I III -III -I I IEd I I -I I I -I B I I_ I I I=1 I I=1 I I=1 I I=� I I, III- 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 g DIRECTIONAL SIG NAG E REQUIREMENTS) C-4.0 NOT TO SCALE NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" EXCEED 5% AT LANDING AREA CURB RAMP w/ FLARED SIDES 8A CURB _RAMP w/ SHORT FLARED SIDES NOT TO SCALE ®CURB 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 SMOOTH TOOLED FINISH AROUND ALL EDGES (TYP) F, NOT TO SCALE 2' EXPANSION JOINT (SEE NOTE #1)� PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION 2" CONTRACTION JOINT (SEE NOTE #1) P 'd • D.. D .. :9 ' A •' 9 • • ; 9 . , A > . d 4 .' P A . d tp D. A •. g W. o Ao: y .. A .'d '' "'DA A' d '. �. 4 >I - D >. ' 6 I P'A . .'� :. .D A. A A A D 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 2„ STRENGTH CONCRETE MIX PER SPECIFICATION. x x- x- -47 x- x- x d� 2' DECK-0-FOAM EXPANSION 4" AGGREGATE - JOI ILL W/ S D BASE COURSE 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS N CV 7 2" CONTRACTION JOINT (SEE NOTE #1) NT F ER PRE- CORE STRIP OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT TYPICAL CONCRETE SIDEWALK NOT TO SCALE NOTES: 1. JOINTS AT T-0" O.C. TOOLED,'" WIDE, 1" DEEP OR MAX. 4 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 BOTH RAMP CURBS TO BE PAINTED YELLOW, Er PARKING LOT STRIPINC SPECIFICATION 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN) RETURNED CURB ACCESSIBLE RAMP NOT TO SCALE SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE 11 BACK -OF -SIDEWALK (SEE SITE PLAN). C-4.0 EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. VARIES (SEE SITE PLAN) NOTICE: ALWAYS ALIGN CURB BUILDING AND SIDEWALK JOINTS. SLOPE 1:50 MAX. BUILDING FOOTING, 11 EXPANSION JOINT 4" AGGREGATE BASE COURSE 11 24" CONCRETE 1 AS SPECIFIED IN GEOTECHNICAL REPORT 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. 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know what's helOW. Call before you dig. ALWAYS CALL 811 Its fast. Its free. It's the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 121412020 JCW A SIGNATURE SUBMISSION rGA� Op Z JOHN C. WRIGHT .p Lic. No.046960 �0 12/4/2020 `W NAL F � � z g N �2 � FFyj z W � Z W�Zto ft F ¢ w uWi z 0 z N 2 o ad a o FF�� 00 F•1 U F rrTT,, g BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (640)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 ; 06/2312020 DRAWN BY ; MEG CHECKED BY : JCW CAD ID ; ODP-0 SHEET =4■ 0 12'-0" I 10'4" I 10' 0" I 12'-0" _ 2'-0" CHAMFER RAMP LANDING i LANDING RAMP �/ 6" HEADER CURB :. CONCRETE DRIVE THRU LANE 24" CONCRETE CURB d W 00 • • o p :: �, ci :' u • 6" HEADER END 24" CURB & GUTTER cv rn CURB ' AND GUTTER FACE OF CURB X FACE OF BUILDING EL. = 8" EL 2" , 0'6" EL. _ -2" 6.0 BOLLARD 20 C-4.1 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 5' MAX. SPACING LIGHT BROOM FINISH PLAN VIEW 3.0' AVEMENT DIMENSION REFER TO 11 ACE OF CURB UNLESS INDICATED EXPANSION• UNLESS APPROVED•- INDICATED• ON • Ad A. - r .� -rr,�•< � °w -.•.. r_ ,-:.3 -,. ... ,.wr .9K.-..-..� .ID :. - � ..� ..r ,.� �..y.,. �. �S.�.e tii- ""i'zz'i,.wr� �f�t,•r'��'���lY �' :: ,*r...«:/'1-".'.! ".'�.i •.1,� ls.�iif'".:�,� Iri!Iuii�*.ie,lRr I•iw s.`f ws .ar., . rw r' r�► .Aim /.►. s . w�► �5�iF �, w .� • �i!a �.M.-,afe r'srE.�.� :lwi 3,�C, �. • .i , r ,i,�.� -, s. .� ♦.at. ,*x,. ,.!'"i.T,Li i1...;,YC., E�•"*r ..� s li...;,�.ao'�, .r'S�ae' ,... 1? ._ a'• _... .. .. .{.�' .Y ✓f�R".i"': r"'.Nit..,.. :F' .+ % . ,�I,I.� I:��11t•*r.i,i s+•. w•.�► �r• tip r� �►.�r1�w».3. ��s ��r sZ r w.r3w�. * +r �I��ana.w:r*: j»�,,*':<nr'.f...� �r,.,r,i'�m...±Rw..�,;...o-•i..T�w,rini. �..,r" i w"+,5..�� .�.ei.+r�.,.w..��r.-i+,jt,.,.� �, ,�v,�.+r;, +�, T�.._ .n �w �'^- vii�e?�'"�,i ,,,i►�-"�',iri*1° �,�r.*,er��.�;�.�",�� ,�'"' �i �I�^,:� �.i��`'.��i��,"s"fi�,��,.ir�`rtrs!ir.�►•�"�+'►. CONCR • �: • • SHAL oil - : �• • • NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2'-0" REFUSE ENCLOSURE GENER OTES: TYP 0 a 1. SEE SITE PLAN F YOUT OF CONCRET DING N PAD. 2. SEE GR PLAN FOR ELEVATIONS ON DUMPS aPAD A RAINAGE OF INTERIOR TRASH ENCLOSUR SAW JOINT 3. P IDE POSITIVE DRAINAGE ON APPROACH PAD AWAY M DUMPSTER. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS 6" THICK 4000 PSI CONCRETE Q 0 ON TRASH ENCLOSURE APPROACH PAD WITH #31s @ 12" ON CENI ER EACH WAY 7a M 5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN AND CLOSED POSITION. SAW JOINT 12.3 1/2', 8'4" 3 ATE POSTS -3• 0 DUNDATION - E: CIVIL 2'-0'- TYP. DGE OF FOOTING 8 8 =LOW +6" TOP 8" 0 o OF SLAB =-�' 0 i I o _ 0) d PE BOLLARDS EMBED ` 00 DLLARDS IN 18" DIA. x -6" CONCRETE FILLED 13 8„ - )LE co 3'-9" 9'-2" T" 4'-0" 4'-5" 00 8" 264" 3 6'_8„ 8„ 34'-0" IF INTERIOR IN IS NOT NOTES: REQUIRED, 0 " BLOCK 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH WIDTH AT FLOO EL, BOTH STRUCTURAL ENGINEER. SIDES, FOR DRAINA UTSIDE OF DUMPSTER AREA. 2. RE: CIVIL FOR DRAINAGE. g SCREENED REFUSE ENCLOSURE FOUNDATION PLAN C-4.1 NOT TO SCALE H:\M1665050RAWING8\PLAN SETSIINITIAL SITE PLAN\V796505-ODP-O.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:04 PM LAST SAVED BY: GJOHNSON 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. 6 e�P6 �10 L6" THICK 4000 PSI CONCRETE APPROACH PAD WITH #3's @ I 12" ON CENTER EACH WAY I 0 O m JOINT Or -- 19 REFUSE ENCLOSURE FOUNDATION PLAN (ALT C-4.1) NOT TO SCALE Y fsFF ro' A cRo 2 0 \ \ AWN � Fqc { \ \ z'q y y of o°F JS \ O 1 ,gyp GO G OF / AGGREGATE BASE COURSE SEE NOTE #1. 1`Z 14 DRIVE-THRU ISOMETRIC 17 C-4. NOTES: 1. MATERIAL. ID POLYETHYLENE 2. WHEEL STO LOR: YELLOW 3. MANUFACTUR LASTICS-R-UNIQUE, INC. y 352 MILL STREET WADSWORTH, OH 4 CONTACT - BOBBIE PE 330-334-4820 PHONE 330-334-4720 FAX 4. USE ONLY MANUFACTURER S IED LAGS AND SPIKES 5. PRE -DRILL HOLES THROUGH PARK[ URFACES (3/4' BIT FOR LAGS AND %" BIT FOR SPA 6. FILL PRE -DRILLED HOLES WITH HEAVY D �L Poi CONSTRUCTION ADHESIVE SUCH AS PL400 �� 0 6 / / / / / 7„ C-4.1 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TC FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATE OTHERWISE OTHERWISE 2'-0" 2'-0" 2„R z'R 6" 1„ 6" 1„ 1Z'R 12'R a ° 3/4' PER FT. (O ° I� ° %a" PER F-. a a a a° i a. ° , ° ° LIGHT BROOM FINISH OSPILLING CURB AND GUTTER 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'-0" 9,_(J„ 7 1 7" �6 �„ 6, z„R zR d 1z'R 11'R c, MAX. 5.0% MAX. a . a a � a'. N to v 4 4. °4 a° 1" ,n d d n h a. a 4 LIGHT BROOM FINISH LIGHT BROOM FINISH ODEPRESSED 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. DA 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 -0" J Q c� SAW JOINT w 6" THICK 4000 PSI CONCRETE APPROACH PAD WITH #3's @ 12" ON CENJ ER EACH WAY 7 3 1/2" C.,1 /2" GATE POSTS `O 3 I 00 FOUNDATION _ RE: CIVIL 2 0'- - u.., ' . • ,' \ TYP. J 0 y - •. TYP 'r EDGE OF FOOTING �.' BELOW o 8" .\ +6" TOP 8" 0 q o - :t 8„ F SHAD a o a ao PIPE BOLLARDS EMBED f ` °0 BOLLARDS IN 18" DIA. x r 3'-6" CONCRETE FILLED ; HOLE - 13'-4" 8" 00 -9" 4' 0" 9'-2" 4'-0" " 00 8" 25'-4" 16'4" 8" 34'-0" CONNECT FLOO IN TO STORM DRAIN SYSTEM, OCAL 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 "v N (3) 8" LAGS FOR COWETE PAVEMENT OR 12" GALVANIZED PLATE KES FOR ASPHALT PAVEMENT REQUIRED FOR EACH L STOP. SEE MANUFACTURER'S INSTRLWONS 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. EA AY m NOTES 1. PRE-C 00 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 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. 18 ROLLOVER/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 W WITH CONCRETE Uj PAINT BOLLARD WITH DARK BRONZE TONE EXTERIOR ENAMEL PAINT AT DRIVE THRU. p PAINT BOLLARD WITH BRONZE � COLOR AT ALL OTHER O LOCATIONS. U) U) W • J Z ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2'-0" DIAMETER x 2'-6" DEPTH q EXPANSION JOINT 1 • co C_, ASPHALT PAVEMENT CONCRETE PAVEMENT/ APPLICATIONS - SLAB APPLICATIONS •;'. 41.t .d ' A. ` 1' III -III -III -III -I -_I I ��� I I I� I I 1=1 I I� I I I d'• '� '��' �•• :' ��. t. I -I 11=1 I I-III-III-i I I -I 11-1 I I -I 11=1 I I ` i' �� f �� •� i I i I-III-III-i i �-I i I- =1I : , III -I I1-11 • -1 I I=1 I I • `: � � <. - � ' ' � I -III -I 1I- .'; III=III-III -_ : • . • d : I -III -I 1I- `° I I=1 I I ' . �• �• � � � �. � . ' �I I I -III -I CONCRETE BOLLARD NOT TO SCALE NOTE: BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW 11 1 1 5200 Buffington Rd, Atlanta 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 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09125/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 12/412020 JCW SIGNATURE SUBMISSION Q� I o y V JOHN C. WRIGHT .� Lic. No. 046960 �r At z Z w W � U' Z 'WYw a. Z W W W w U ¢eg 0 O U• N fn ' ~ o zryff) U� 12 BV 1 1 -L.r -l..t R 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 06123/2020 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 AND BASE COURSE REQUIRED AT ALL JUNCTIONS WITH CONCRETE 21A 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 r X X< d X• .ate_ III=ZRI =III -III -I 4" AGGREGATE BASE COURSE SEE NOTE #1. SUBBASE SEE NOTE #1 ;ONCRETE PAVING DRIVE-THRU LANE NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION OR MATCH EXISTING, WHICHEVER IS GREATER. U W O z VERTICAL SAW CUT URETHANE W 8' WIDE (MIN.) JOINT SEALING COMPOUND L o (TOP 4' NO SEALING COMPOUND) J z W Ld� o w Lu I LID (Y d d F-Iv d a a d d d a a d Q d d ' d a a - I I I I 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 4000 PSI COMPRESSIVE STRENGTH CONCRETE 4' WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN a' FROM TOP. SEE PLAN FOR SLAB J 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. w C-4.2 NOT TO SCALE U W F- (D O uj U o � Q z W U � a PROPOSED in CONCRETE PAVING a d• NOTEs: 1.34" Handrail height to be used along open sided level walking surfaces that are located less than 2-6" above a floor or grade below. T-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 •1/4" X JEL LING POST- J BLACK, TYP. 'KET, TYP. LS 1-1/4" X JEL 11N. DEEP _YURETHANE SEALANT iGRADE ELEVATION RE: CIVIL IN CONC. FOOTING IPER POR-ROCK 'YP.) UVLL o�JEWALK 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 2' SAWCUT LINE KEYED CONSTRUCTION JOINT NOT TO SCALE JOINT SEALANT SAWCUT EXISTING ASPHALT (AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN FCONSTRUCTION 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 a 4 d d < °•. -r aPROPOSED PAVING ,' • . \ d. EXISTING PAVING i • 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 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. (CONCRETE PAVED LOTS U W F- LU O Lu W o TOP ' NO SEALINGUU'a a UND COMPO U O ULl a LD � W q ELEVATION RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH SECTION 405 & 505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. ETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND RE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER E EERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRO US INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. PAVEMENT THICKNESS s SEE NOTE #1 24 C-4.; PAINT HANDRAIL 11Ri TO 12 0 I li 1 M � \ ? Q /HANDRAIL DETAIL "A" 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 24" LUBRICATED SMOOTH NO. 8 DOWEL BAR r- VERTICAL SAW CUT 2' (MIN.) URETHANE JOINT SEALING COMPOUND d i _ X• <• X PROPOSED X $ EXIST( O . < • : r ' d PAVING P VING ' <` • A. 1'-3" MIN. #3 BARS ON 16" ON CENTER EACH WAY LUBRICATE DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, 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. LONGITUDINAL BUTT JOINT NOT TO SCALE S GTH CONCRETE SPHA VEMENT AND BA URSE #3 @ 12" ON CENTER /-EACH WAY FrAI'I I Mo. WRIA111011- To 6 : - AA.0 le 0111. pzwimmmoz- if, _III- _-1 _1--I_I_I-. I I 1 ` 6" SUBBASE 12" 9" SEE NOTE #1 - 6" AGGREGATE BASE COURSE EE NOTE #1. #4 RE OR CONTINUOUS REINFOR NT OF THICKENED EDGE NCRETE APRON @ TRASH ENCLOS NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. cc d a 12" HANDRAIL- _ / W I I°••dad.•° 1 (- 8"SQUARE DETAIL "B" SET PIPE IN 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 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 605 * "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. U W F- O to O W o 24" LUBRICATED NO.8 SMOOTH z DOWEL Q O W URETHANE JOINT aO d SEALING COMPOUND Ll U I LO � o nj I" MIN. X��2"(MIN.)-{ CLEARANCE a_ d da d da#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. '" DECK-O-FOAM EXPANSIO 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 V HAISWI6650SURAWINGSIPLAN SETSIINITIAL SITE PLAN1VI96505-0DP-0.DWG PRINTED BY: GJOHNSON 12,02.20 @ 3:04 PM LAST SAVED BY: GJOHNSON PAINT SOLID MULTI -LANE SPLIT PAINT SOLID RESUME TYP. CJPATTERN MULTI -LANE MERGE MULTI -LANE DIRECTIONAL GRAPHICS NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING rJ SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. 01- to/LJITC r33 CROSSWALK DETAIL NOT TO SCALE NOTES: 5 1. REFER TO PARKING LOT STRIPING SPECIFICATION 2. CROSSWALK ALONG AN ACCESSIBLE ROUTE SHALL MAINTAIN ACROSS SLOPE OF 2% MAX AND A RUNNING SLOPE OF 5% MAX. -4 1/2" EXPANSION JOINT MATERIAL C-4.0 (SEE FDN. PLAN) TOP/SLAB O z SEE FDN, PLAN FOR WALL REINF. d 4 • 6" MIN. 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 4 2" XPS RIGID FOAM INSULATION 16 MATCH SIDEWALK SECTION FOR AGGREGATE BASE (4" MIN.) IQ 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 12' EJ ISLAND CURB PLAN ISLAND CURB ELEVATION RESUME TYP. CJPATTERN )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 (2)ASPHALT PAVI C-4.2 SECTION. SEE SANITARY CLEAN OUT AND COVER, P-15, PRIME AND PAINT FLAT BLACK. 8" 77 PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. COMBINATION, TYP SAN. C.O. OUTSIDE BUILDING NOT TO SCALE NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL OVEN FILTER RIC OR EQUAL ASHED STONE 1" DIA. WEEPHOLE (4 .) (3 REQ'D. AT CURB INLE 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 C-4.3 NOT TO SCALE T CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. 12-18" in 3' LOOP r 1.5 x 5 FEET D.]1 PLAN VIEW MICROPHONE SPEAKER ISOMETRIC VIEW MENU BOARD PARTS LIST DRIVE THRU LANE 2" CLEAR BETWEEN CONCRETE PAVING LOOP AND SURFACE 1Q PREFAB (FOLDED) LOOP (1.5' x 5') CONDUIIT FROM O 1/2" PVC COUPLING BUILDINIG O3 1/2" PVC SLEEVE COUPLING 1/2" PVC TUBING (3' LENGTH) 1 O 1/2" PVC CORNER FITTING © 1/2" PVC 90° ELBOW VEHICLE LOOP LOOP I 7� 1/2" PVC TUBING (2' LENGTH) DETECTOR SUPPORT MENU BOARD FOUNDATION SECTION VIEW 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 RODENT SEE NOTE #1 1% MINIMUM SLOPE 101 45 BEND SEE NOTE #2 STORM SEWER PIPE (SIZE VARIES) r (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 r FLUSH DO TYPICAL SECTION AT MANHOLE I �TION -FLUSH J ASPHALT PAVE ASPHALT PAVEMENT AGGREGATE COURSE NON -WOVEN FILTER FABRIC 1" DIA. WEEPHOLE (4 REQ'D.) TYPICAL SECTIO AT I ET/CATCH BASIN 39 TYPICAL SECTI AT INL CATCH BASIN DETAIL C-4.3 NOT TO SCAML 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. 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know what's below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. Its the law. REVISIONS; MARK DATE BY A06/23/2020 JCW PER COUNTY COMMENTS MARK DATE BY 0912512020 JCW PER COUNTY COMMENTS MARK DATE BY 121412020 JCW A SIGNATURE SUBMISSION Z V JOHN C. WRIGHT a .p Lic. No.046960 o 12/4/2020 z tr W � w W W z 2�'�® n. a z U yl F 2 (� N 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, VI!RGINIA SHEET TITLE SITE DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL 1K FOR CONSTRUCTION JOB NO. ; V166505 STORE ; #1856 DATE ; 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID ; ODP-0 SHEET C=4m3 HA16\V766505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V796505-ODP-0.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:04 PM LAST SAVED BY: GJOHNSON Tech cal D t Sheet Vp 6 motek • POWDER COATINGS 11 POlyarmar@ G 17T Texture General, Description Size: 23„ X 34„ H A functionalized polyethylene copolymer based thermoplastic powder coating designed for maximum mechanical performance, impact resistance and UV -stability. Polyarmor0 G17 Texture is a non-skid protective coating. Weight: Material: Mounting: Pipe Size: Standard Option: Premium Option: Metal Armor: Powder Coat: Champagne (51) Blue (0) 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 30 IbS. Surface Preparation ChemicalPretreatment -Muiti-stags phosphate conversion coating rnaybeused - Metal Armour Coated Steel Mechanical Preoaration - (SSPC-SP6) 2-3 mil (50-75prn) anchor profile using clean, sharp edged blast media NOTE Properly preparing parts before powder coating is essential fora qualityffnish. This includes cleaning,: rinsing, drying and insuring the Surface substrate surface is free and clear of any contaminates. Fluidized Bed For fluidized -bed dipping, preheat, parts to 45aa. F (230'C) adjusting for part; thickness., Dip parts: in fluidized -bed of PolyarmorO, Q 17 2 3/8" O.D. Texture for 8-10 seconds. Allow excess powder to stand for 1 minute then carefully blow off the excess material. Post bake coated part c@3804 F - 400° F (193 - 206T) fair 3 - 4 minutes.. Important: PolyarmorO 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 not water quench cool Polyarmor(D G17 Texture. Electrostatic Deposition Polyarmor0 G17T can be.applied via electrostatic deposition with orwithout pre -heat. When not using pre -heat, the powder should be applied to achieve a thickness of 8;-1Orris (203.- 254Jm). Recommended voltage setting when using Corona equipment is 40 - 60 kv, Post -baking at 350 - 425°F (175 - 220°C) 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 400°F (205°C). Deposit PolyannoO G17 8-12mils (203 - 300pm) or higher if desired. For improved surface finish, pars,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. Galvanized: Hot Dipped Galvanized MADE,IN, wAUS: Site Furnishing ,Division POBox] 520, Wausau,W154402-1520 (800388-8728) 10 Wausau Tile Date: 12/01 /11 BIKE RACK ON CONC. PAD No Cure Time Thermoplastic powder coatings need only be heated enough to flow outthe,.coating,,nothing more. Overheating may cause degradation or embriftlement of the coating. Coating may be put into service when cooled. .Powdet�Pro`ertie"s �.�",�.,„ a .r�.sr;,-e��-�.Pa-,..�.,.M,���.,..�as� Coverage 100% efficient 25.65 ftz per pound 8mils 5.24 ml per k 203 m Particle Size Available in fluid bed & spray grades, VOC Content ZERO: Thickness (Recommended) 8 - 30mils (203 - 762 m Storage Stability Store in dry area below 00' F, keep container closed with liners sealed and out of direct sunlight ,and anv moisture or external contaminates: Always use good. manufacturing practices. RerfoTlaace Praperxles„ s," ti, t;. r s r t Melting Point 221°F (105`C) Specific Gravity ASTM D 792 0 95glcm Adhesion ASTM D 4541 800psi (5.6MPa) Impact Resistance ASTM B 2794 >320 in-Ibs'(35,8 Joules) Vicat Softening Point ASTM,D 1526 162°F (72°C) Tensile Strength ASTM D 638 3482 sr 12MPa Elan ation % ASTM D 638 13% Humidity Resistance. ASTM D 2247 No blistering or loss of glossafter 1000 hours Salt Spray ASTM B 117 2,000 his. no significant. change in color or gloss QUV ASTM G 53 2,000 hrs. no significant change in color or gloss raberAbrasion ASTM D 4060 26mg loss,'CS 17 wheel, IQCmg loss, CS'17 wheel Flexibility Conical Mandrel Bend ASTM D 522 1/8in 3.2mm , no cracks >32% Glass ASTM D 523 12 Melt Index I ASTM D 1238 20 meaeuer renuars au ieu aai auv ce .uieuu ", —v.• '!o. I•wr. o.=-- � -. -. -•••• •••••------^••-.-•--•_.. ._ _ ------_' �ersons having skill and know-how et their oven discretion and risk Seller assumes no responsibility for results obtained or damages Incurred from their use by Buyer In whole or in hart Such recommendations, technical advice ar:services are not to betaken as a license to operate timer or lnten.Oo to suggest infringement of anyeissting patent, O Copyright Innolek Powder Co'abngs,1 LO All rg11 tsReserved' (800) 753-5263 • (432) 267-1318 Fax • www:lnnotekllc.com • 340P Was(P 3treat • 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. CLEARANCE BAR (6) 1400023 375 X Y LG. STAINLESS STEEL CONCRETE SLEEVE ANCHORS 1200665 (1) LOOP �O I BIKE RACK 02 3/8' NOM. I I 21 7/8' 27 1/2- ►2 3/6' 21 7/8- mom, 1200666 1200666 (1) LOOP (,) LOOP BIKE RACK�� BIKE RACK (6) J400023 (6) 1400023 378 X 3' LG. .375 X 3' I.G. STAINLESS STEEL STAINLESS STEEL CONCRETE SLEEVE CONCRETE SLEEVE ANCHORS ANCHORS 0. i8` IYP. 08' TYP. 27 1/2' tPAVAYIL l E I- ft. Rl N&UME (M/ SIIY-19* a"®a'se unaoirm Iff M j"WN IU- im In ,re .non , _-- -- -- ' 1/4' - 1' N��6e�ajoaig;�� °pE 5/10/11 RLV OESCfdFM NIT£DATE :Xmi'"06 ID Immwoo PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION LANDSCAPE AREA 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. EMPLOYEE CURB RAMP NOT TO SCALE 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN) I 5200 Buffington Rd. Atlanta Georgia, 30349-2998 s � Know what's belOW. Call before you dig. ALWAYS CALL 811 its fast. It's free. Its the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 12/4/2020 JCW 4A SIGNATURE SUBMISSION F,p+L Op Z V JOHN C. WRIGHT ,p Lic. No.046960 12/4/2020 t1�� �SS�O1 N& Zc Z � Z ZZ di j L) Z W $ J V• yZ_y � U � W Z g :sl W S W 2 �6a Z o w $C �® a Z 0(n03N > Z �9 w BOHLER E N GI N HE 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 06123/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID ODP-0 SHEET C=4m4 4. I ...1h HAIM1665050RAWINGSTLAN SETSIINITIAL SITE P1_ANW196505-0DP-0.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:04 PM LAST SAVED BY: GJOHNSON � E11A I' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL V TYPE "K" --. SOFT COPPER NOTE: NO SWEATED FITTINGS "x1"xl" TEE DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND COUPLING 0 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. K_ 2' FL COMPRESSION x 3/4' MALE PIPE COUPLING APROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE I I 12"-16" I _. LOCKWING I� —METER BALL BOX (INLET & III II fl•L OUTLET) i 36" MIN. �I COPPERSETTER ��" I II iill METER \---CORPORATION STOP = "'`" `•'1`.' '`I' - BRICK AS ••'r.5 ��1.i..: a''v: �:. >>�`" NECESSARY SAND OR DUST UNDER ;': '` "':• ; --- VDOT SPEC. 203 NO. 57 BOX AND SETTER (2-INCH ?y •; ;' •' a; 4� = :�". AGGREGATE MINIMUM THICKNESS) ;. ?: t+� Y , '^� �. ;;' TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1" METERS) NTS FIG. W-6A A TD-10 METER SIZE DIMENSI❑N DIMENSI❑N DIMENSI❑N A B C 1 1/2" 311' 510' 318s 2' 1 311' 5100 1 318' 3" 5' MIN. 10, MIN, ' 4" 5' MIN, 12' MIN. 61 MIN GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES — — — — — — — — I I I I LIFT HANDLE L— — — — — — — — — — — — — — — — TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW .75` DIAMETER DRILLED 1❑LE FOR TOUCH READ )NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH I WATER MAI VARIES ftrZ)IMI HNIr-L) IJUIIN 1 1"11 IIINVJ _VE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x411 TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 • 9 C 41 .4 a V 4 •_ 4 % a• " n •• v v• ad 4 n •. 4 A + 4 4• 4' 4 v A , 17.5" 6" MIN. 6" MIN. IL 4 A •. 4 • v :q A ' • 4 'ac e'. •.,4 .. v .v 4• v' 4. �L 36" 4 a 1.4 -A I�i�lil{{i0 -+y--17.5" �'T A 12" MIN. BYPASS 44" MIN. •4 A:. •a• 37" MIN, A • e. e NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 2) METER NTS FIG. W-7B TD —15 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8)2 — 1" METERS} NTS FIG. W-7 TD-13 5200 BUffinglon Rd. AlionIG Georgia, 30349-2996 k Know whaes helm Call before you dig. ALWAYS CALL 811 Its fast. Its free. It's the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW PER COUNTY COMMENTS MARK DATE BY 121412020 JCW A SIGNATURE SUBMISSION Z V JOHN C. WRIGHT .Q Lic. No.046960 12/4/2020 z w � 2 L j j Q V W y 0 < � a ww BOHLER E X 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 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID ODP-0 SHEET C=425 1 A11 H:\16\V166505\DRAWINGS\PLAN SETSUNITIAL SITE PLAN\V796505-0DP-0.DWG PRINTED BY: GJOHNSON 12,02.20 @ 3:04 PM LAST SAVED BY: GJOHNSON Ift-'q�W141 0 CIO L� s l PK NAIL FOUND \y \ \ \..v I UP W Ofl-10 APPROX. LOC. \ \ \ 15' CITY GAS LINE EASEMENT \ \ D.B. 1597 PG. 302 \ 22' STORY DRAINAGE EASEMENT• D.B. 3242 PG 490 'o, � \ \� \\ � \\ I \� ptl-''•.../ UP iVD-08 -, /dN E! \ \ 0 4` \—UP RArVS \ \ \ \ \\ \ .I \ IOD-99 \ 1 \ 0 \ 0 \ - \1 \\ \ \ _ JV \\ \ \ 4 'PK NAILS' \ \ `\� " \ '� (BENT) FOUND �` \ \ \ \ \ \ APPROX. LOC. 20 \ VIRGINIA TELEPHONE & MWERUNE EASEMENT \ \ `� `' 4 \ \ TELEGRAPH COMPANY EASEMENT D.B. 1673 PG 193 / \ !\ \ D.B. 320 PG 198 ion 0 A , CD �—si NO 18Q TP 001�LOW--�—LOW---L 11V--LO L04V�-LON1----'� \ i �* , j� co \ - - - - - o 001 20' WATERUNE EASEMENT r�--rF \ TP 8 D.B. 33I3 PG. 303� , O — _�_ _ �C,. I III o oll I _ -� .. QQ. •�n-i'a�.c,;..ny4�._J' ��_ ° =' �- `j..4\,,.= 1 1°:._ �.� 4.-°.Ts.,��� �. rn �i ,�. \ �' \ �� �\ \ I -!, LOC. PERMANENT EASEMENT FOR I \ o I \ \ r\ o \ \� \ INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM 0 oil 01 _ W \ \ '� \ DOT RW-202 PROD 6029-002-F19 \ 20' BAN LAC EASEMENT ° ' I I �� o I a lI�`' I ir, 22' STOR,i! DRAINAGE D.B.3242 PG 490 ° L ;-..; .r S � . °o ,xr.:. / �• � o �,.:: EASEMENT D.B. 33I3 PG 303 X-CUT I FOUND \ \ \\ - \ �• 10 -, \ V: g ACCESS EASEMENT �' ,-' TP • '. i�', :• RKO r \ � D.B. 3242 PG 490 \ \ / ��;, / \\ 1 '; ` TR, 1 TP =,P 5 L0 ICH 40 2'0 \ 12 °.Q A.—�:_• -- ,`� .off. �L�r� \ 'e—=r;+ x 11 �'F'1 RKO (; $ o p o Ao I DL: \ ICH Cop --LOD o� /22' STORM O✓7ralNAGE % — — �'� D.B. 3242 PG.,L - 7 LI ~ f >O" APPROX APPROX. LOC, 20'-�- �\ /' - ~ 20' WATER NE EASEMENT SANITARY \\ �� /�✓ t OR 10! 26 d \ SEIIER EASEMENT \ 5 PG / / TBR D.B. 1078 PG 26 / u = — 10' STORM DRAITI-� UP NO EASEMENT r- 0 " / 4 D.B. 3242 PG 490 —_ Ali 20 ♦ 8" ° E I \ 0 I G TRI T N LAN N \ \ \ 30 BUILDIN c'V r _-_----- '-yy-�� '//J APPROX. LOC. SIGHT PARK, SET gA�K5_ _ --' T_ DISTANCE EASEMENT > 1 1 -G _ D.B. 1038 PG 95 QP2 ——0--p---1 c—\ — c — 1 JV �OOD �5' WIDE Rp�pUBLI 2� M PH. QP2 ASPHALT PAVELIMIT POSTED SPEED ,I \ 08. 2m N APPROX. LOC. PERMANENT EASEMENT FOR INSTALLATION & MAINTENANCE OF SIGNAL SYSTEM DOT RW-202, PROD 16029-002-F19 PROPOSED LANDSCAPE SCHEDULE KEY QTY, BOTANICAL NAME COMMON NAME CAL. / HT. CONT. SHADE TREES QP2 2 QUERCUS PALUSTRIS PIN OAK 2112-3' CAL. B+B SUBTOTAL: 2 ORNAMENTALTREES LI 2 LAGERSTROEMIAINDICA COMMON CRAPEMYRTLE 1.1112-CAL./8-10' B+B SUBTOTAL: 2 EVERGREEN TREES JV 3 JUNIPERUSVIRGINIANA EASTERN RED CEDAR 7-8'HT. B+B SUBTOTAL: 3 DECIDUOUS SHRUBS RKO 27 ROSA'KNOCKOUT KNOCKOUT ROSE 18.24' HT. & SPREAD #3 CAN Si 18 SPIREAJAPONICA'LITTLE PRINCESS' SPIREA 'LITTLE PRINCESS' 18' HT. & SPREAD #3 CAN SUBTOTAL: 15 EVERGREEN SHRUBS ICH 8 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18' HT. & SPREAD #3 CAN TBR 5 TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 18-24- HT. & SPREAD B+B SUBTOTAL: 10 PERENNIAUGROUNDCOVER LM 50 LIRIOPE MUSCARI LIRIOPE i QT. CONT SUBTOTAL: 50 LANDSCAPE PLAN 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. 20 10 5 0 20 1 '= 20' 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know what§ below. Call before you dig. ALWAYS CALL 811 Its fast. Its free. It's the law. REVISIONS. MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/2512020 JCW A PER COUNTY COMMENTS MARK DATE BY Q12/4/2020 JCW SIGNATURE SUBMISSION C R RS ic. No. 040 001810 09/09/2020 �scq � Tp V z w W Z N ~ z 11 oo�a�� o M o zd o� t8l� N PI �� s� BOHLER ENGINEERING 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 0612312020 DRAWN BY MEG CHECKED BY : JCW CAD ID LSP-0 SHEET 1 HAMV1665050RAWINGS,PIAN SETSVNITIAL SITE PLAN\V766505-LSP-0.0WG PRINTED BY: GJOHNSON 12.02.20 @ 3.05 PM LAST SAVED BY: ADAM.ROGERS 0 O PARCEL A D. B. 3242 PG. 490 LANDS N/F LOWE'S HOME CENTERS, INC D.B. 1573 PG. 453 PID.• 45-93A ZONED: HIGHWAY COMMERCIAL USE- RETAIL Gf0 I r - IEX. THUJAGREEN GIANT' N37053'05"E (R) �X. VIBURNUM RHYTIDOPHYLLUM 125.64' (R&M / EX. ACER RUBRU 1 I EX. PYRUS CALLERYANA I ' I EX, QUERCUS PHELLOS I f I IEX. THUJA' GRE N GIANT- O 1 PARCEL A EX, THUJA' GREEN GIA D. B. 3242 PC 490 LANDS N/F \ LOWE'S HOME CENTERS, INC. D.B. 1573 PG. 453 \ PID: 45-93A ZONED: HIGHWAY COMMERCIAL \ USE.' RETAIL R=1365.00' (R&M) A=007°53'28" (R&M) L=188.00' (R&M)______ CHB=N01 °47'15"W (R) CHB=NO3°32'06"W (M) CHD=187.85' (R&M) i >T \ \ I \ \ I \ \ I \ \ I \ \ I 1 EY f I I 1 1 1 \ 0 S60-10`39';E (M) It ; S65°30'00' E (M) t 1 20"E'(M) % 81.13' yR 174,99' (R&M) EX. ACER RUBRUM , IEX. CORNUS KOUSA 499 IEX. GLEDITSIA TRIACANTHOS VAR. INERMIS I `EX. ACER RUBRUM R=895.77' (R&M) A=005°14'24" (R&M) V�► L=81.92' (R&M) CHB=N53°14'58"W (R) CHB=N58°34'19"W (M) CHD=81.89' (R&M) r" 1 RUO V%LLCR 1 F111H O�pR\IWAY nRO 1_Q R � j;DWAY V ' WID A,IRDGPOOLI 25 M.P•H APpHALO SPEEDOSTE, LIMIT —EX. CORNUS KOUSA S32°33'23"W (R) S27°14'02"W (M) 32.80' (R&M) .,—EX. CORNUS KOUSA LAGERSTROEMIA INDICA ,,--EX. ACER RUBRUM PYRUS CALLERYANA yfA o ap �a a oos G m, C.n M roo-� TJ s y � C. PYRUS CALLERYANA ACER RUBRUM S76°57'39"W (R) S71 °38'18"W (M) 128.37' (R&M) KOUSA DOGWOOD ACER RUBRUM EXISTING LANDSCAPE SCHEDULE QTY, BOTANICAL NAME COMMON NAME CAL. / HT" SHADE AND ORNAMENTAL TREES 20 ACER RUBRUM RED MAPLE 6.12" CAL 4 CORNUS KOUSA KOUSA DOGWOOD 6-10' HT 5 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 6-12' HT 1 GLEDITSIA TRIACANTHOS VAR. INERMIS THORNLESS HONEY LOCUST 10" CAL 6 PYRRUS CALLERYANA BRADFORD PEAR 6.18"CAL 4 QUERCUS PHELLOS WILLOW OAK 6.12" CAL 3 THUJA'GREEN GIANT GREEN GIANT ARBORVITAE 20' HT + EVERGREEN AND DECIDUOUS SHRUBS 5 CLETHRAALNIFOLIA SUMMERSWEET CLETHRA 36, ROW COTONEASTER SP. COTONEASTER SP, 18" HT 3 ILEX GLABRA INBERRY HOLLY 36' 16 ILEX CRENATA JAPANESE HOLLY (HEDGE) 30" HT ROW ILEX SP. HOLLY (ROW @ PARKING ISLAND) 18" HT HEDGE ILEX CRENATA JAPANESE HOLLY (HEDGE @ WOODBROOK DR.) 3T HT HEDGE ILEX SP. HOLLY SP. (HEDGE @ RT.29) 24" HT 9 JUNIPERUS SP. JUNIPER SP. 24" HT 11 NANDINA DOMESTICA NANDINA 24" HT 5 TAXUS BACATTA'REPANDENS' WEEPING YEW 24' HT 6 THUJA SP. ARBORVITAE SP. VHT 20 10 5 0 20 1 "= 20' 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 Know what§ below. Call 6efote you dig. ALWAYS CALL 811 It's fast. Its free. Its the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 121412020 JCW A SIGNATURE SUBMISSION v- y R RS ic. No. 040 001810 9?'�S 09/09/2020 `�0 cq P RG� z z t 1�'Y 7.4 F`/y� >h a N g�® !✓ zed. 0 o N a zU rrTT77 1� n a BOHLER ENGIN EERIN 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 EXISTING LANDSCAPE PLAN DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL ® FOR CONSTRUCTION JOB NO. V166505 STORE ; #1856 DATE ; 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID LSP-0 SHEET Cm7ml H:\16\V166505\DRAWINGS\PLAN SETSMITIAL SITE PLAWV166505-LSP-0.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:05 PM LAST SAVED BY: ADAM.ROGERS 7, •�� �� �. 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 (I"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1%", 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 1. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER'/2" CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A%" 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. 0. 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. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF WRAP TRUNK ROOT BALL PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS _ _ 4" BUILT-UP EARTH SAUCER GREATER �, 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. ' i -11 I=1 11= - UNDISTURBE ,1 I I=_ -I — —III-I I — — _ 4 6 DEEPER THAN ROOT BALL SUBGRADE � i- REMOVE THE TOP 1/3 OF THE WIRE BASKET -1 -1 I I=1 11=1 11=I i 1= =1 11=1 11=I IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER 0 o 0 0 ° SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE ° OR WRAP TRUNK , ° FOLD BURLAP AWAY FROM PREPARE WIDTH OF ° °o TOP OF ROOT BALL PLANTING HOLE 6 FT OR TWICE THE WIDTH OF oa SET ROOT BALL FLUSH TO GRADE THE ROOT BALL; o o ° 0 OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1 PART COW MANURE 3 PARTS TOPSOIL BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR UNDISTURBE RECYCLED YARD WASTE TO BED SUBGRADE _ _ AND TILL INTO TOP 6" OF I=III - PREPARED SOIL. DEEPER THAN ROOT BALL DIG WIDE, SHALLOW HOLE __—_ —III-1 [-1 11= —I 11-I 1 1—I i I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES ——I I 1=1 I I— ' t I— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE PLANT SHALL 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 WAS] TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TI- WIRE BASKET IF PRESENT. Al' AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURL/ SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH —� FINISHED GRADE OR CONTAINER -GROWN HRUBS, USE FINGER OR MALL HAND TOOLS TO PULL HE ROOTS OUT OF THE OUTER AYER OF POTTING SOIL; THEN UT OR PULL APART ANY .DOTS THAT CIRCLE THE ERIMETER OF THE CONTAINER " THICK LAYER OF DARK ROWN DOUBLE �HREDDED HARDWOOD 1ULCH INISHED GRADE LACE SHRUB ON IRM SOIL IN OTTOM OF HOLE. NDISTURBED UBGRADE OIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL f : ;;. `:.`. i EXISTING SUBSOIL .III_---III_I I_I�,�•,:ii�:l �I;�.;.;•��i:i._.,I..I I•`��I�I �•����II =III=III== =III -III -II TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 2/3 TREE HT: 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL G `o ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED ° 0 TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. III -I 1= 3" THICK LAYER OF DARK 1=1 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" IJ 111=� I OF PREPARED SOIL. � _REMOVE THE TOP 1/3 OF THE WIRE BASKET .III IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND, TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. ANON -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 CULT] -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. 5200 8uffi7g10n Rd. Atlanta Georgia, JOJ49-2998 ifliaw what§ below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY A09/25/2020 JCW PER COUNTY COMMENTS MARK DATE BY 4 12/4/2020 JCW SIGNATURE SUBMISSION T: RS ic. No. 0406001810 7, Q 09/09/2020 � Z W -> f .2 zFFjj 33 z d U p 0 U ,< 2® a g f� z ~ WU F � N 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 NOTES AND DETAILS DWG EDITION 02.4 PRELIMINARY 1:1 80% SUBMITTAL ® FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE 06/23/2020 DRAWN BY MEG CHECKED BY : JCW CAD ID LSP-0 SHEET HA16W166505\DRAWINGS\PLAN SETSVNITIAL SITE PLAN%V166505-LSP-0.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:05 PM LAST SAVED BY: ADAM.ROGERS 3 2 E Schedule Symbol Label Quantity Manufacturer Catalog Number Lamp Number Lamps Lumens Pei -.Lamp. Light, Loss . Faci6r Wattage 2 Existing KSF2-400M ONE 4o0:- 1 320,00: 1 924 01honia R4W (,PROBE) WATT CLEAR Lighting ED 1 -28 METAL 0> EX-1 HALIDE, HORIZONTAL POSITION. I Existing KSF2400M ONE 400- 1 32000 '11 1386 LiftnIa R4W (PRQQE) WATT CLEAR 0 > I-Jgbt1nq ED-�-8,METAL a 1-1 > EX-2 HALIDE, HORIZONTAL POSITION. Existing KSF2 400M ONE 400- 1 32000 1 462 Lithdnla R48C (PROBE} WATT CLEAR A Lighting ED-29, METAL EX-3 HALIDE, X HORIZONTAL POSITION. 3 EXNting KSF�400M 5- ONE 4.Q0- 320.0.0 �j �924 Lithonla . k4SC (PROBE)" WATT CLEAR 0> EX-4 Lighting ED7- 1 28 METAL HALIDE, HORIZONTAL 7 LSI SPL-CRUS-SG- I 42QQ 1 33.0 QRQ,S, INDUSTRIES, LED42L-3I0-UE- z INC WHT Statistics Dekeip tion Symbol Aug Max. Min Ma'xjmih Avg/Min Calc,Zone 1.1 I'd 24.9 fG 0,040 NIA N/A #1 Lot 15.1 fc k4.9fo 0.0-1c N/A N/A Summary EACH OUTDOOR: LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,OOQ OR MORE INITIAL LUMENSSHALL,BE A FULL CUTOFF WM INAI RE AND SHALL BE.ARRAN.0ED OR ,SHIELDED TO REFLECT LIGHT AWAY FORM ADJOINING RE81 DENTIAL DISTRICTS AND AWAY FROM ADJACENT RQADS. THE SPILLOVER,OF LIGHTING FROM LUMINAIRES :, ONTO} . 'P(JB+LIC ROAD$, AND 'PRdPERTY I IN RESIDENTIAL, OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE, THE LIGHT LOSS FACTOR FOR THE FIXTURES WAS, ADJUSTED TO BE, f.-O IN ACCORDANCEWITH COONfY' REGULATIONS. '0 'Vo 'VoVo 0.0 '"b'.0 'b'd -r6,. '0.6 "0. 0", �V Vo "6. 0 0 '0.6 +6.0 i" Q 0 0 !,0..0 +0,Q +.O,o +0.0 +0'.0 +0.0 Vo 'Vo +b. 0 +,0,0 +0.0 +0.0 +,0.0 +oil +0.0 "'0'. Y, +0,-0, +0.0 +610 +6.0 +0.0 T0.0 +0.0- +6.0 t0.0 +6.o +0.1 -6.1 +0.1 +Q.1 +0.1 + .0.0 0 ++.00 +Q. 0 +0. Q .0 +.0 +0.1 +0.1 +0. 1, +Q. 1 +0.1 +0.1 +01 +02 +1 Q +0,0 +0.0 +010r -ro.0 +0.0 +0.0 V11 +0-.2 +0.2 +0.3 +0.3 +6.3 +0.4 +0.5 +/3 +00 +0.0 +00 +0.0 +.0.0 +0, 0 +Q. 0 +0.1 +.0. 3 +0.6 +0; 9 +0.9 +!.! +01-0 +0.0 0.0 +o. 0 +0. Q +0.0 +0.1 +o. 1 *0.0 +0.0 '0.0 +0.0 +0.0 +m t0.1 +0.3 +0.0 +0.0 +0.0 +.0.0 +0.1 +,Oil +0.2 +0,0 +0.0 +0.0 `0.0 +-o,-.i +oil +,.,3, +01.10 +0.10 +0.10 +0.0, +0.1 To. +0.0 +0.0 -Vlo +0. 0 to. 1 /0. TO +0.0 +0.0 '0.0 +0.0 +0,0 +0.0 +oil, +0.0 +0.0 V1 -ro.0 'r0.0 +0.1 +0.0 +0.1 +6.1 +010 +0.1 T0.2 +Q.0 +oil +0.1 -Vo +0.0 +0.1 +0.0 +0.1 +0.1 +0.0 +0.1 -Vi +0.0 +0.0 +0 l +0:0 +00 "'0.1 +0.,0 TO..Q +.oil + + 010 '170.0, 0.1 +0,0, +.QQ +,oil +0,1 +.0 +0.0 +0-0 +0,0, +oil +0,Q /0 + '0.6 +0.0 +Q.o +0.0 to -ro.0 +0,0 +0.-0 40,0. /+ 60 0 +0io. +0.0 +0-,Q 0.0 Q 'ro. 0 ro,o +0.0 +0.0 +0.0 +Q.0 +0.0 +9,0 +0.0 VQ ./.k t Q,Q + -0 0 0.0 +0_0 +0.0 +0.,o +0.0 +0.0 + 0.0 .00 01 0, + 0.Q o.a01Q + +Q.0 +0.0 +0,0 0.0 0.0 to,Q., Too, 70.0 Ta + +Q.Q +Q-0 +0.0, +0,0 +0.0 -r0.0 + Q:Q+ +0.6 0 010 +0.0 +Q.0 +0.0 +6.10 +0.0 �+t Q,Q ,0.0 b.Q Q 0 V+ �0,0 +6,0 +0,0 -17o -ro.0 +0.0 +0.0 +00, +0.0 +0.0 +0.0 +0. OL 0i 0 '0.0 '0.0 0 0- '6. '0.0 '0.0 +0.0: 'o. +0.a '0.0 Va '6.0 "0.0: '0. `0.0- '0, +0.0 '0.0 0 0 0 0 + + +0:0 +Q.0 +00 +0.0 `0.0 +o.0 +0 + +++ 1 0.1 oio +,Q.0 +Q.0 +0.0 +6.0 +Q.0 .0 0.0 0.0 0.0 6.0 +0.0 +0.0 +0.0 +0.0 +0.- +0.0 +0.0 V0, +0.0 '0.6 +0.0 +6.0 +0.0 +0.0 Va +6.0 +0.0 +O.Q +0.0 +0.0 +0,,Q +O.Q td.,o +0iQ to"o +0.0 to.,Q +0.0 tb,Q 60.0 -"o 0 �+ + _,0,0 +0.0 +6'o +0.0 +0,.0 +0.0 +0,0 Vo +0,0 �0.0 '0,0 Vo +0,0 tolo +0,0 0.0 + 01Q + +0.0 +0.0 +0.0 +0..o +0.0 to.'o +Q,o V,Q +O.Q +0,.Q +0.0 Vo 0. Q to "o +0. Q a Q .101- '0 +6.0 +0,0 T0.0 +0,0 to.0 +O,Q to.0 +O,Q �0.0 +0.0 to 0 +0, 0 �0. 0 to. 0 +0, 0 0, +00 0 0 .0 ELECTRICAL SITIE PLAN SCALE., 1 = 20'-0" T 0 -0. 0 +0. 0 -`0. 0 +0.0 +6.0, +0.0 +0:0 +0A, +6.6 +0.0 +6.0 +0.0: +0.0 '0.0 +0.0 T0-0\ +0.0 +0.0 +Qff +0,0 +0.0 +0.0 +0.0 ),0 +0.0 +0.0 +0. 0 +0. 0 +0-0 +Q-0 0 X0 0 + 0 . T00 +0.0 +0.,0 +0.0 A +0.0 +0.0 .0 +0..0 +0.0 C Vo +0.0 0 +0. 0 +o. 0 Vo Vo +Q-0 +0..01' +0.0 +,6,,Q Via +u to, G +0, Q +Oio +0+0 +0,1 0 +,6 0 0 f IB +0, 0 to.0 +0,0 t6.0L +6,0 +6..o Ta Q +0..0 +0.0 +0.1.0 0 +0,0 to.0 +0.0 Vo +0,0 0!0 +oio +0.0 +0.0 +01.0 *ow -0 to.0 +0,0 -Vo +0.0 to.o +0.0 +L7.,o Vo +oio +0.0 +0..0 +0.0 +0'.0 0 +010 tolo + 010 tolo +0,0 0 +0,0 . +0.0 +Q.0 "70L.0 +0.0 �0.0 0 +0.0 '0,0 +0.0 +0.0 +0.0 +0.0 +0.0 +Q.0 +0,L0 +,0.0 +0.0 +60 +0,0 +0.0 +0.0 '0.0 +0,0 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349 ........... Kurzynske & Associates CONSl1lTlht0 ENGINEERS 2900 Lebapan Pike, Ste 201 Nashville, Tennessee 37114 fqtephono; (015) 255-5203 Fax.- (6115) 255-5207 Emalp mail* kU,.ynske.dom > C) Lw N umrat 0 �d oil, 0 A Akkk 0 0 AN" "Ron LM > 'a 0 M 0 0 0 0 0L. LO F 16 BUILDING TYPE 1 SIZE. S06C RELEASE, 11.2019 REVISION SCHEDULE No. DATE DESCRIPTION CONSULTANT PROJECT'# 19210.HF.R PRINTED FOR PERMIT DATE 01/2012020 A DRAWN BY ML kifornjaUorl container) 66 tlils drivArig and !(I a3digital files P[qdUGq w.,d ,ducad In IT' P eA-al cooswitfrom a0w(61 PfLq44,e,Pfe,5Qnt0bP-9, SHEET PHOTOMETRIC PLAN CL El 3 2 SHEET NUMBER E 1. 5 �/�Jqqiv IES ROAD REPORT PHOTOMETRIC FILENAME: 6PL.-CRUS-8C-LED4200L-30-UE-WHT.IES LUMINAIRE CLASSIFICATION SYSTEM (LCS) Lumens °/v Lamp °fo Luminaire FL - Front -Low (0-30) 549,2 N.A. 13.1 FM - Front -Medium (30-60) N.A. 27,0 .1132.8 FH - Front -High (60-80) 399.8 N:A. 9.6 IES ROAD REPORT FVH - Front -Very High (80-90) 182 gank-Low N.A. 0.4 13.1 PHOTOMETRIC FILENAME: SPL-CRUS-SC-LED4200L-30-UE-WHT..IES EL - (0-30) 549.2 BM - Back -Medium (30-60) 1132.8 N.A. N.A. 27.0 Sept 9, 2020 DESCRIPTIVE INFORMATION Photometric Fite) BH , Back -High (60-80) 399.8 BVH -'Back-Very High (80-90) 1$:2 N:A. N.A: 9.5' 0.4 UL - Uolight-Low, (90-100) 0.0 N.A, 0.0 RE, CFA IESNA LM-6813-2002 [TEST] LED-74 UH - Qplight-Hj9lj (100.180) ¢.0 N.A. 4,0 SPL CRl1S SC LED 42L 30 UE WHT [TESTLAB) LSI INDUSTRIES, INC. Total 4200.0 N.A. 1 QO:.Q [IS rUEDATE] 941/2920 [TESTDATE) 01/05/16 BUG Rating, B2-U0-G1 [MANUFAC] LSI INDUSTRIES, INC. [Lu,mCA-n SPL-CRUS-SC-LED-42QOL-3G�UE-WHT [OTHER] Fart # 725582 LABSOLUTE] NOTE: DATA SHOWN IS ABSQLUTE FOR THE SAMPLE PROVIDED. [OTHER] pCALED`FIR M QRIGINALTEST DATA [OTHER] TEST PROCEDURE, IESNA LM-79-08 L;SEARC:HTSQURC1ETYPE] LED Project: Chick-fil-A in Charlottesville, VA L;SEARGFI APPLICATION] outdoor To whom It may concern: CHARACTERISTICS II The.following canopy fixture that wlil be pre -set -at the factory to 4200.1umens nominal and with IES`Ciassification Type Vs. 31000K color temperature. Longitudinal Classification Very Short Lumens Per Lamp N.A, (absolute) Total Lamp, Lumens N.A. (absolute) ;Ys Luminaire Lumens Downward Total Efficiency 4200 N.A, (absolute) , Sincerely, Total Luminaire Efficiency N,A. (absolute) z� Luminalre'Efficacy Rating (LER) 127 Jim Masten Total Luminaire. Watts 33 Product Su PP ort, l51 Llghting Ballast Factor Upward Waste Light Ratio 1.00 0.00 • Maximum Candela 1348.468 Maximum Candela Angle 90H 5V MaXlmum Candela'(-�90 Degrees Vertical), 1348.468 Maximum Candela Angle;(590 Degrees Vertical) 90H 5V Maxii-num Candela At 90 Degrees Vertical 0 (0.00/6 Luminaire Lumens) Maximum Candela from 8.0 to <90 Degrees Vertical 107.475 (2.l5oB Luminaire Lumens) Cutoff Ctassiftoat on (deprecated) N.A; (absolute) .•, ,- .- .. ..... .. .: - .. _ . -. _ _ =: - n bhi 4 2 f, ` 36-7 00 vvww.isi,in ust les,corn LSI Industries n i+ 1t70.Of} Alliance Read !: ine ri .ail o a. !#491 4. $_ d r I t I t .., , _ G I - .. -20 .. 1Inc. Rhotornetric ToolboxA Copyright:20021019 by Lighting Anatysts, In . Pa 1 9,9e Calculations based on published .IES Me#hods and recvmmandatlon5, values rounded for dtsplay.purposes: .hot etric...Oolbox0 Copyright-( 0 -2019 b U htin. Arlal sty Inc., .. P om, Td0 2 Y Y Pa 2 Calculations based an pubifshed IES Methods and [acommendaUons, values rounded forrdlsplay,purposes. R4suits.derived from content of manufacturers photommetric file. Results derived,from content of manufacturers photometric file. IES, ROAD REPORT IES ROAD REPORT IES.R©AD REPORT PHOTOMETRIC FILENAME: $PL-CRUS-SC-LED-4200L-30-UE=WHT:tES PHOTOMETRIC FILENAME: SPL-CRUS-SC-LED-4200L=30-UE-WH.TIES PHOTOMETRIC FILENAME : SPL-CRUS-SO,LED-4200L-30•UE-WH.T.IES CANDELA TABULATION CANDELA TABULATION - (Cont.) COEFFICIENTS. OF UTILIZATION Vert. Horizontal Angles 30.0 1244.170 1.0, Angier 32.5 1217.169 0 5 15 25 35 45 55 65 75 85 35,0 1.186.462 0.0 'E345.821 1345.821 1345.821 1345.821 1345.821 13458-21 1345.821 T345.821 1345.821 1345.821 37.5 1151.519 2.S 1847.939 1348.468, 134,8,468 134.7.410 1347.939 1347939 1,347.939; 13.47.939 134.7.939. 1347.939 40.0 1113,929 0 a.t} 1347.939 1348,468 1348.468 1347:410 1347.410 1347;939 1347.09' 1347.939 1347.939 134.7,939 42.5 1074:222 C-F# 7.5 1346:351 13 46.351 1346.351 1345.821 1345,82<1 1346.351 1346.351 1346,351 1346 351 1346.351 46.0 1:030.8,08 10.4 1342.6r45. 1343: 174` 1343,1.74.1342.645 1342.645 1343.174 1343A 74 1343.174 1343.174 1343.174. 47.5 98.1..041 0 8, TTI 12.5 1337:880 1337,880 133$A09 1337.880 1337.880 1338,469 1338,409 1338:409 1338.409 1338,409 5Q:0 928.4.08 1a:4 133i.527 1331.52? 1331.527 133.1.527 1.331.527 1332056 13,32.056 1331,52? 1332.056 1332.OS6 4,. 2 52.5 8,7 .6. 5 17.5. 1323.5$5 1323,5$5 1323.585 1323;585 1323.05,6 1323;585 1323.585 1323.5$5 1323;585 1324.61 55.0 :316..917 0 7 20,,A 1314,055 1314.065 1314:055 1314,065 1312,996 1312:.996 1312.996 1313.526 1314A55 1314.5$5 57.5 754.443 22.5 1301.878 1301.87.8, 13.0,1.349 1,301,87$ 1300,290 1300 290 1300.819 1301.349 1301,.349 1301.878 80<0 689.323 25 0 �1286.525 1266.525 1286.525 1286,625 1284.936 1285.466 1285,466 1286.525 1266.5.25 1286.525 62.5 621.M 27:5 1267:994 1267.994 '1266.936 1266,936 1206.466 1266.406 1266,936 1267,994 1267,994 1267.994 65,0 547.964 0.6 30 0 1245.229 1245,229; 1244.'1,7C1 1244,170 1244.170, 1244 170 1244.699: 1245,229 1245.229 1244.sg9, 11 67.5 469,.608 Ccl f 32.-S 1218.228 1217.698 1216.639.'1217A69 1,217J69 1217;69$ 1218228 1218 757 1217.698 1,21 698 70.0 3:94.4.28 gS 35.t? 1185.932 1186,46Z 1185.932 '118.6.462 1186.46.2 1186 991 118Ca.99 11188:0so 11$6.462 118,6,462 72;5 315;543 Of 0 5 HS 37:5 115 519. 1150.990 1150.990 1152,a7$ 1153.107 1152 578 1153.107 11.63..101 11.50.990. 1152.04& 75.0 23,5.598 Utiliz, 40.0 1111.811 1113.929 1113.400 1115.517 1116.047 1115.517 1115.5,17 1114.988 111:3,400 11 1.4.459 17.5 165:1.83 42..a. 10.71.574 1073.163 1072.033 1074.751 1075:281 1073 692 1Q74;222 1073.163 1472.633 1074,222 80.0 102J81 45,10 102$.161 1028,690 1.628.69(3 1031.867 11031. 867 1 Q29;749 1029,749' 1028,fi90 1029.220, 1 o30.8O8 82.5 54,002 0A 47.5 980.512 979.982' 981.041 086.806 983A 59` 982.630 983.159 9182.630 981.041 981.041 85.0 21.177 50,10 930.216 929.686 929,167 934 0,80 932.863 931.274 932.863 93Z863 929.686 930,745 I3?.5 5.294 52.5 $76.743 876.213 875.684 878 331 876.743 876.741 877,802 878.860 875,684 875,684 90,.0' 0.000 0.3; 55.0 a19.1564 810.'64 816.917 819.Q34 817A46 817.976 81.8.505 821.682 818.505 817.446 57.5 753.914 756.-032 754.973 758.150 753.914 754.973. 757.091 701.326 756.,561 7.54,973 60.0 688,704 689,323 `690.911 691 97Q 6.$.9:323 688.794 6 1,.4,41 $93.559 0,91 A41 690,382` 62.5 617,320 621.556 6124.203 622 085 620 497 6'19.96-1 618.90a 622,085 625,2612 622.614 0.2 65.0 544.258. 544.788. ;553.768 549 553 546.905° 545.31T 645,317 547.435 553.788 549,553 6.7 5 469.6Q8 470,667 477.549 473.314 471.726' 472 - 471.726 .469 Q79 475.961' 473,314 70.0 394.958 395.487-398.064 393 369 396,546 307,605 396.546 302.840 398,664 3916.01,7 p.1 72.5 319249 320..308 321-36,6 3191.778 320.308 31,8,719 321.896 318,J1.9 320.$37 318 719 75.0 239.634 242:481 24.0.802 '244.699 244,069 243.540 247.246 246.716 241.951 238 24 77.5 164.654 168.889; 165,183 168360 170.478 173.654 172.595 173.125 167,831 167.831 Q Q 0 1 2 3 4 5. $0.0 99.004 104.29.9 102.710 105.357 106.946` 105,.887 107.475` 106.416 103,240 1,05.887 82.5 51.885 54.532 54.532 55'.061 55.591 55.0611 53.473 .84b02 55.591 66.649: Street .Width / Mounting Height 85,0 20.648 21,177 21,177 22.236 21.707 20.648 20.648 20.648 20 64t3 21,17787.5 5,824 5:824 5.,8,24 5.824 5.024 5,824 5.294 5.294 5;294, 5,294 90.0 0.000' 0.000 0,000 O Q00 0.000 0,000 0.000 0.000 0.000 0,000 FLUX D4STRIBUTIOtV Vert. Horizontal Angles Lufnans Percent Of Luminaire Angles .t? 90 �345s21 Downward Street Side 21OQ.0 50.t); 0.0 1348:468 Downward House Side 2100.0° 50:Q 2.5 Downward Total 4200.0 100,0. 50 1348468 7.5 1346.361 ., Upward Street Side 0.0 0.0 11D,0 1343.174 Upward House Side 0.0 D.o 12.5 1338.09 Upward Total' 0.0 0.0 15 0 1332:f156 17.5 1324:644 Total Flux 4200:0 100.0 20.0 1314:585 225 1301:349 25.9 1285,995 27.5 1266:936 0 9 b Lighting Analysis, Inc: f?hoto�n®tricToolbox�5)Copyrigfit20f12,2 1 Y�� n9 Y$ Page/ 9 photometric ToolboxO Copyright 2002-2019 b+ Lighting Anat sts, Inc.: `� 9_ Y PageY photometric Toolbox0 Copyright 2002-2019 b Lighting Analysts, lnc.: 9 9 ,. Page 5 C,alcutattons based on published IES Methads'and recommendatlons,.vatue� rcunded for d(spfay,purposes: ` u t n based on b1 shed E otho sand reco manda#lvns Cale. ,Iat o s s" d pu I , IES M d .,. m. « values,rounded focdta to ur ores; p Y P p a d ca ends o s hiss rounded for display ur ases Calcuiabons based on ublished IES Me#hods , n re _ mm tl n is oun ed o dl ! P , _, P Y.P P Results derived from`.contentof manufrrtctureks Photometric file. Rosults derived from content of manufacturers photometric,flie: , Results derived from .content of manufacturers photometric flle. 5200 Buffington Rd, Atlanta Georgia, J0349-2998 Know what's below, Call before you dig. ALWAYS CALL 811 Its fast. It's free. Its the law. REVISIONS: MARK DATE BY 06/2312020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 1214/2020 JCW A SIGNATURE SUBMISSION f a Z {Z W W Z � Z_>Z W F W W W W Z "d 8 2 a a Z�� U f�l B®HLER 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@BohlerE'ng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE PHOTOMETRIC DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL ® FOR CONSTRUCTION JOB NO. ; V166505 STORE #1856 DATE ; 06/2312020 DRAWN BY MEG CHECKED BY : JCW CAD ID ODP-0 SHEET El 6 H:\16\V766505\DRAWINGS�PLAN SETSVNITIAL SITE PLAN\V196505-0DP-0.DWG PRINTED BY: GJOHNSON 12.02.20 Q 3:05 PM LAST SAVED BY: GJOHNSON IES ROAD REPORT PHOTOMETRIC FILENAME: 8PL-CRUS.=SC-LED 4,200L-30-UE-WHT..IES POLAR GRAPH 13 -�T Maximum Candel4 =134a.468 Located At Horizontal Angle =.90,, Vortical Angie =,a # .1 - Vertieal'Plane Through. Horizontal Angles (90 - 279).(Through Max; Od.) # 2 - Horizontal Cone Thraugh .VerticI I Arigle (5) (Througi� Max. Cci.) IES ROAD REPORT PHOTOMETRIC FILENAME: SPL-CRUS-SC-LED-4200L-30.UE-WHT..IES ISOFOOTCANDLE LINES OF HORIZONTAL ILLUMINANCE 3 2 1 0 1 1.75 2 Z.75 3 4 5 Distance In Units Of Mounting Height Values Based On 10. Foot Mounting Height 112 Maximum Candela Trace Shown As Dashed Curve (+) = Maximum Candela Point c tool boxg) Copyright 2Q0 -201f b Lighting Analysts, Inc:. Photometric Toolbox�9 Copyright 2002-2019 b Ll i PhotQm@trt ;o I2 Y. 9 a Y Page C_, Y, 8. Calculations based on: published IES f lethod and recommendations, values.ro.unded for display, purposes Calculations based on published IES Methods and Results derived from content of manufacturers phoiomelric file. Results derives( from content of'manufaclurers pho r] IES ROAD REPORT PHOTOMETRIC FILENAME: 9PL-CRUS-SAC-LED-4200L-30-UE-WRT.IES LUMINAIRE CLASSIFICATION SYSTEM (LCS) GRAPH Luminalre,Lomens: Front: Low=549.2; Medi.tlm=1132.8, High,3,99.8, Very<High=18 2 Back: Low=549.2, Mediurirl=1132.8, High=399.8, Very High=18 2 Uptight: LQw=0,0,1High=0.0 BUG Rating : B2-U0-G1 Page 7 PhotametrlcToolbog Copydght 2002-2010 by Llghtlng,Analysts, lncs Page 8 purposes.a culia f ns based on bl shad ES tet o s and r co enda Ices values rounded for i la ur ores: values rounded fordisplay, C, ( t o a, pu i., i N h d e mm , t a u d a d sp y.P P Resulits, derived from:content ot;manufabturers photometric Ale. 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 a Know what's below. Cell before you dlg. ALWAYS CALL 811 It's fast. It's free. Its the law. REVISIONS: MARK DATE BY 06/23/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 09/25/2020 JCW A PER COUNTY COMMENTS MARK DATE BY 1214/2020 JCW A SIGNATURE SUBMISSION Z a M w w Z0 0�W ~ HFFyy V xl $,1 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 PHOTOMETRIC DETAILS DWG EDITION 02.4 ❑ PRELIMINARY ❑ 80% SUBMITTAL ® FOR CONSTRUCTION JOB NO. ; V166505 STORE #1856 DATE ; 06123/2020 DRAWN BY MEG CHECKED BY ; JCW CAD ID ODP-0 SHEET ■ +\16\V1665051DRAVVINGS\PLAN SETS\INITIAL SITE PLAN\V196505-0DP-0.DWG PRINTED BY: GJOHNSON 12.02.20 @ 3:05 PM LAST SAVED BY: GJOHNSON