Loading...
HomeMy WebLinkAboutSDP202000006 Plan - Submittal (First) Initial Site Plan 2020-01-10ONT "ACT I NP RMAT1 N REFERENCES BOUNDARY & TOPOGRAPiHIC/ALTA SUFWEY: ENTITLED "BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY CHICK-FIL-A, INC" PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV166505. DATED 8/29/17 BUILDING PLAN: CAD FILE ENTITLED "ZZ 19-428 A -BASE 01856" PREPARED BY HFR DATED 12/24/19 LETTE_R OF DETERMINATION - PARKING REDUCTION: ENTITLED "LETTER OF DETERMINATION LOD201900033 - CHICK-FIL-A, PARKING REDUCTION" PREPARED BY: COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT DATED 12/16/2019 GO VER NING AGENCIES ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT CONTACT: FRANCIS MACCALL - PRINCIPAL. PLANINIER 401 MCINTIRE ROAD, NORTH WING CHARLOTTESVIL.LE, VIRGINIA22904-4596 (434) 296-5839- E-XT. 3088 (P) UT-i'LIl-'IES' AL BEtvIARLE COUNTY SERVICE AUTHORITY 168 SP01 NAP ROAD --- --- CI IAR.LOTTESVILLE, VA 29911 (434) 977-4511 (P) DOMINION POVVER 1719 HYDRAULIC ROAD CHARLOT ESVILLE, VA 22901 CONTACT: KELVIN PARKER PHONE' (434) 972 - 6738 E-MAIL: KELVIN. M. PARKEP@DOiV]! NION ENERGY.COM CHAR0,01TESVILLE GAS 305 4TH ST NVV 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 INITIAL Pl.....AN \ -1,101\00-11 �`\\\\ An, S FOR LOCATION OF SITE 'ALBEMARLE COUNTY, VIRGIINHA 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 WARRENTON, VIRGINIA 20186 'hone: (540) 349-4500 I-ax: (540) 349-0321 c NLRA NOTe VA@BohlerEng.com IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PEVE ALL OFTHEDRAININGSAND SPEC IFICNI IOrI ASSOCIATED L'VI FH THI PROJEIT \NORK SCOPE PRIOR TO THE INITIATION OF CONS RUCTION. S i:,UI D T iE CON P,ACTCR FlDID A CCNFI IC F'VVII I I TH DO(.UhIENTS RPL,`.Tl4E TO �4 THE SPECIFICATIONS OP. APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN C 0 N TA (✓ J O H N 1� y WRIGHT, 1AIRITING PRIOR. TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU i E ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO C061PLETE THE SCOPE OF THE'NORK AS DEFINED BY THE DRAWINGS AN I IN COVER SHEET OENE-:FtA L NIC)TES GENERAL NOTES AND I C E j BOUNDARY DEIMOLITION PLAN SITE PLAN GRADING AND DRAINAUE P1_A?- � ! EROSION AND ,!n/ F ,_)I 1 PL `;N I ER0 310N AiN S_-DIi',tw is 1 Crjr I rl_ ..._._.—__._.—�_...._......._ .,...___..._-._ __._.___._...-__ P .__wiL3llNG SITE: PLAN I SITE tDETAILS LANDSCAPE PLAN LANDSCAPE NOTES AND DETAILS. C-2.0 u 1.0 5200 8iffinoton Rd Atlanta Georgia, JOJ49-2998 ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY Z_\ MARK DATE BY MARK DATE BY JOHN C. WRIGHT � LiC. No.046960 01 /10/20 z_ r g — T `J. �� C Z F; v ti g z'� �� ' _ f `\\ \ e _ \' b\"J Ar,iw \. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540)349-4500 Fax (540)349-0321 VA,64�f3o}7lerEnlacoat STORE SERIES 0 ¢C 350 NOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE COVER SHEET DWG EDITION 02.4 ❑ PRELIMINARY 1180% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 ©ATE 01/10,1120 DRAINN BY : --MEG CHECKED BY : Jcw CAD ID : SDP-0 — SHEET u=010 H:A16A,YI66505VDRAWINGSTLAN SETSONI FIN SITE PLANVV 16o50SSDP-0.DVVG PRINTED BY P,1GI5;:ON 1 09201, 431 PM LAS f SAVED BY iNIG18SON GENERAL NOTES (Rev. 1/2019) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED 1-0 BOHLER E1111GINEERING, VI 111, � G HIN I A (HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. TH'E 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 1--IFREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICUI - A. -FED 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 TH,E INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS -THE CONTRACTOR's RESPONSIBILITY -TO REVIEWALL 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 COMMENCENIENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR NIUST CONFIRMWITH 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 ,,,vius-r ENSURE THAT A ILL 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 PERWITS 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 ALI APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOU F 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 PLAN S A IND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHiTEcTuPAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINT S, ELEVATIONS, PRECISIP BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING \1VITH 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 DRAWIN(3s DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMEN 7S ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR NIUST MAKE CONTRACTOR's OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMEN T OF ANY AND A ij - CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDEkICE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY S'UCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPEC! FICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK.D IF A GEOTECHNICAL REPORT WAS NOT CRE A TEDJHEN THE CONTRACTOR 11 I MUST FOLLOW AND COMPLY VVITH 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 SUBSURF A C-_ CONDITIONS AND FURTHER L1,53 NO 11 - LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON , A BOUT OR UNDER THE PROPER FY. 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 PA.VEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THFz FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE T HE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE _LO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON -THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREIIJILINTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICHHAVE JURISDICTION OVF-r.'J HIS 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 1-0 -THE OWNER UPON REQUEST. . 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, Al L DAMAGE DONE TO ANY NEW OR EXIS FING CON!STRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAIVIE 1-0 INCLUDE, BUT NOT BE LINJIFFED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. -THE CONTRACTOR IS RESPONSIBLEFOR AND MUST REPI ACE ALLSIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT _11_0 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 NIUST BEAR ALL COSTS ASSOCIATED WITH SAME, THE CONTRACTOR MUST, PROMPTLY. DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRAC FILIAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED 1-0 SAME. THE ENCINEER OF RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD's AND BOHLER ENGINEERING SERVICES AS RELATED -TO !HE PROJECT. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE -TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME, 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER ENGINEERING, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD,PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR's FAILURE -TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR, OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AIND 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 ALI UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POI ICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNEF,s, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND 1-0 PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE -THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR FIEREIN. ALL CONTR A CTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIF1 CA TF:S OF INSURANCE AS EVIDENCE- OF THE REQUIPED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE EN-1 ]RE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF C014STRUCTIOFI AND AFTER ALI PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT -THEY WILL, TO THE FULLEST EXTENT PERM,ITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARNILESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, sERVAINTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANIS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, 'm ATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF AC_f ION. LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED -To, REASONABLE ATTORNEYS'FEES AND DEFENSE COS rS, ARISING OUT OF OR IN ANYWAY CONNECTED'AlITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAINIS BY THIRD PARTIES AND ALL CLAINIS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO AINY TERMINATION, SUSPENSION OR CHANGE OF 1-1-S INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOP, CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, NjIETHODS, 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 DETERMIINING 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 vVI-f H JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY 1-0 EXERCISE ANY CONTROL OVER (OR AINY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEAI_TH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOP JOB SITE SAFETY. -THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FRONI ANY LIABILITY -TO BOHLER ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OIRVIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NO-FES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST INIANYIP BOHLE ER 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 ENGINEERINIG'S SCOPE OF SERVICES CONTRACT WITH -THE - OWNER/DEVELOPER, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACIOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DAT& WHICH THE CONTRAC FOR IS REQUIRED TO SUBMIT, BUT ONLY FOR -THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH -THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONITRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH 0-1-HER TRADES, 'AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRA CTOR AND BOHLER ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR 11 I SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEWWITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, NlUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 3OHLER ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR IMUST, 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 SUBivIISSIONS 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 Al L 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, NIUST 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 01\1 SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR's SOLE RESPONSIBILITY. 2T OWNER MUST NPIAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOFILER ENGINEERING PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER FENGINEERING 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 A ND CONFORM TOAPPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENITS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS 1-0 SAME. 29. THE CONTRACTOF� 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 FOP, OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND -THE OWNER MUST INS -FALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH NIANUFACT URER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOIN -FLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEN/INIFY, 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 COMPLANCEWITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (-I) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, E WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COIVIPI E:TELY RESPONSIBLE FOR FAILING 1-0 DO SO. 32. AS CONTAINED IN -THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE NI\JORDS'CERTIFY'OR'CERTIFICATION'CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD's KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMIAON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUIMSTANCES. . S I T,F, L XV0 T%__�[ T N 0 T E S - (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 FHESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMVVATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES'GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECT IONAL/TRAFFIC 'SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING -THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DI ME NSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION is Tc,,�\ 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 R AD 1 N (3` N 0 TE ,.-'_Is' (Rev.1/2019) 1. THE GENERALNOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUNIENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER 1-0 THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. -THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY %)VITH _A LL 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 RECOIVIMEND/�,]_IONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCE,'; 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 FULLYRESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR -1-0 CONINIENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. TIHE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACTALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE)A/ITH 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 wrrH THESTATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS A ND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS, SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORTAND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AIND 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 E-XISTING 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, REQUIREINIEfNITS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN THE EVENT OF A DISC REPANCY(I ES) 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 DISCRE PA NCY(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. ;(-I AC Cri S"113-1-LIT-Y DESIGN GUIDELINES (Rev. '1/2019) 1 . ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, -THE MORPE 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. § 41:51 ET SEC.); 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 CONSIs-TENCY WITH INDUS-FRY GUIDELINES. 3. THE CONTRACTOR MUST EXER�CISE 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, PUB LICTRANSPORTATION, 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 TOTHE FOLLOWING� A. ACCESSIBLE PARK] NG SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS - SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED,1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP rvius-r 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%) SCOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-11NICHE�.'3 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 LANDIINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH Or' TRAVEI ­ THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA N/IUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCIANSI Al 17.1-2009 AND OTHER REFERENCES INCORPORIAT ED BY CODE), F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE CON,IPONENTS 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 DESIGNALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. -THE CONTRACTOR MUST IMIMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY \AIAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED INIPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FRZEE 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 N)VITHTHE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. - -DEMOLITION NOTES (Rev. 1/2019) -1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIR�E DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULI Y COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAi\JIILIAR WITH AND ACKNOVVLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT DEMOILITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALI - OTHER A DJACENT FACILITIES. THE CONTRACTOR MUS-1 OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE C-,OVEFiNMENI-ALAU-FFIORI-I-Y(IES) PRIOR TO THE COMM ENCEMI E NTOF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO -FHI---- 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"(1MUTCO), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS IN -FENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDI PONS REGARDING ITEMS TO BE DENIOLISHED, REMOVED, AND/OR TO REMAIN. A. THE CONTRACTOR MUSTALSO REVIEWALL 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 THEvVORK. ALL IVIEANS,METHODS, SEQUENCING, C I I \ 41 S ,A TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDAN E AND CONFORJMA\ CE P TH ALL T,TE, ND JURISDICTIONAL REQUIREIVIENTS.THE CONTRACTOR MUST COMPLY WITH ALL OSHAAND 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" NEG, - SSP�RY -1-0 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, IMUST REPAIR ALL DAMAGETO 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 ENGINEERINGAREI NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE ( �ONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND (,;ONTRACTOR SAFETY AND SAFETY -TO Al L PROPERTY ON -THE SITE OR ADJACENT OR NEAR -1-0 THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH ivIUST INCI UDE, BUT IS NOT LIMITED -1-0, THE INSTALLATIOr'] AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE A ND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR T HE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR NIUST, IN WRITING, RAISEANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED -TO -THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER 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 NIVRIT-1 EN 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 DEMOI - ITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVA-1-10N 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 OlNE-CALL DAMAGE PROTECTION SYSTEm FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES. INCLUDING BUT NOT LIN/IITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. wi-rLm".1 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 U-11 ILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN - - - NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS, H� ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIREDTO BE PERFORMED "OFF-PEAK" IS TO BE PERFORNIED AT NO ADDITIONAL COST -TO ]-HE OWNER. 1. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS NIATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN ' THE PROJECT PLANS AND SPEC I FICATIONS, OR THE CONTRACT WITH THE OWNERIDEVELOPER, THE CONTRACTOR IVIUS F IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER ENGINEERING, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CON FAINING NIATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF 11\1 ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFOR'M 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 �/AJALLS, I FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESSSAIME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT -1-0 -THE WRITTEN DIRECTION OF THE E 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 1N.11PROVEMENTS AND MUST BE PERFORMED IN COMPLIANICE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED I[ -,I THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES NJUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. '15. EXPLOSIVES MUST NOT BE USED WITHOUI PRIOR WRITTEN CONSENT FROM BO FH THE OWINEP AND ALL APPLICABLE, NE-CESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSI-ALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE 1-0 CONDUCT AND PERFORM ALI Ij\JSPECTION AND .SEISMIC VIBRATION -TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. '16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STAND A RDS, -THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERII',IG IN THE AIR. AFTER THE DEMOLITION IS CONJIPLETE, THE CONTFRACTOR MUST CLEAN ALL ADJAC ENTSTRUCTU RES AINID IN11PROVENIEN FS -TO REMOVE ALL DUST AND DEBRIS WHICH THE bi:�_IOUTION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RZETURNIING 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 OFTHE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE RPIVIOVED FROM THE SITE AT -THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT 1`10T LIMITED 10, 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 DOCUIVIENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TOTHE OV\1NER/DEVELOPER UPON COMPLETION OF TIFIE WORK, ALL OF WHICH IS AT THE CONTRAC FOR's SOLECOST. -19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM -THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUINITY AND LOCAL REQUIREMENTS, PRIOR -To CONTINUING CONSTRUCTION IN THE A;REA AROUND THE TANK WHICH EMPTYING, CLEANING AND RENIOVAL ARE AF THE CONTRACTOR's SOLE COST. LGN (Rev. 1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUNIENT 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 FAMILIARWITH AND ACKNOWLEDGE FAMILIARITY \!%.,,'!-FH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NO FES. 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 NOTE[) MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LANIPS, 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 NO -FED. 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 RES P ONSIBILITIES SHALL BECOME SOLELYTHE OWNER3S. ' 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILI - USTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES. UNLESS ACTUAL FIELD MEASUREMENTS ARETAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES,VVEATHER CONDITIONS, ETC., ACTUAL LIGI-IT 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 LUNIINAIRES. POWER SYSTENI, CONDUITS, WIRING AND ' OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECH ANICA L ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS, THESE ITENIS MUST BE INSTALLED As REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLAT ION OF LIGHTING FIXTURES AND ' APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. S. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATION's THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD's ATTENTION, PRIOR TO THE CONjIMENC ENfi ENT OF CONSTRUCTION, 9. -THE LIGHTING CONTRACTOR MUST COORDINATE WITH -]-HE PROJECT ARCHITEC ,T REGARDING ANY AND ALL POWERS SOURCE FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY fO IVILET THE DESIGN INTENT. -10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR POT,,\TED OPTICS ARE INSTALLED AS INDICATED Oil THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. Q01f EPOTION &SEDIMENT (_'ONTROL PLAN NOTES (Rev. 1/2019) �-j _Lj : � _!-,� ) �_:) _ I ------- ... 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUNIEN-17S. THE GEENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY'011 TH THESE NO_FEf.-3, FINITHEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY I WITH ALL Or THE GENER)"LiNOTESAND ALL OF THE PLANS, SPECIFIC NOTES. 2. EROSIONCONTPOL N,I EAs,'URES i`v1 LIST CON FORM -To THE VIRGINIADEQ GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERV�IISP NOTED, OR UNLESS ENGINEER CLEARLYAND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. IINSTA.LLATION OFIEEROSION CONTROL, CLEARING, AND SITEvVORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION SRUCTION NOTES. 3. T'rIEDI�3-FUP,BEDL,'-\INIDA'F�E.'kOF-FrifF��';!rElFjAF'PROXIM,',,'rELY?),2:,,', ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: 1) 'E/ EXIT TEIVIPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED A. ! TABILIZED CONSTRUCTION ENTRANC - A 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 AROUNDALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEIINIPORAFZZY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABrTC1 DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SE-DIMENT. INSTALL TENIPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND T'HE LIMITS OF DISTURBED AREA. -3. INSTALI ATION OF EROSION CONTROL DEVICES MUSTBE IN ACCORDANCE WITH A LL OF THE MANUFACTURER'S 11 I-' ,---COMM ENDA-rioi%is. 6. THE CONTRACTOR MUST IINSPECT EROSION CONTROL MEASURES WEEKLY. THE CON TRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED Of,] THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PRO-RECTION. 7. THE CONTRACTOR MUST APPLY TEIMPORARY SEEDAND I'VIULCH TOALL DISTURBEDAREAS THATWILL NOT BE BROUGHTTO FINISHED GRADE AND VFGErATED VATHIN 7 DAYS. WHENAREASARE DISTURBEDAFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME VVITH GEOTEXXTILF FABRICAND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST AGET E " 8. -THE cu�rTRACTOR MUST 1INISTALL ADDITIONAL E EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE Or' SILT -LADEN RUNOFF FROM EX,ITING THE SITE. 9. THE CONTRACTOR MUSI SE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE __ - UNTIL PERMAINENT PNANG AND TuRF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL IMEASUREStAJUS71 BE INCLUDED Ii,,j THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CON FINUF: TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL -THE COMPLETION OF CONSTRUCTION AND THE ESTABLISFINIENT OF VEGETATION. i t -THE CONTRACTOR MUST IRFIVIOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED N,`IETHOD OF STABILIZATION. 12. TFIIS PLAN REPREISENT-1:3 TrIE MINIMUM LEVEL OF INIiPLENFENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES ANDSTRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARYTO COMPLY WITI-1 ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RIJINOFF FROM EXITING -THE SITE. '13. THE C0\NTRACToF,, imus I, PRQj_EC_1 - ALL MISTING TREES AND8HRUBS.THE CONTRACTOR MUST REFER TO THE LANDSCAPE ANWOR IDEN11OLITION PLAN(S) FOR - TREE PROTEcTioi\i, FENCE LOCATIONS AND DETAILS. I 4. -THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. '15. -THE I' ,ONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF- --SITE AS THE JURISDIC FIONAL AGENCY REQUIRES, BOTH. AT THE TIINIE OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROI MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERWATION IN ORDER TO MAIN FAINTHE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 1 7. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE I TORED. WASHOUT AREAS AND ANYOTHER LOCA7FIONS WHERE HAZARDOUS MATERIALS ARE S , D R A. -I __N[ _/_',K GE A N D lul' I iLy I T'Y N 0 T E S (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THF_ GENERAL NOTES ARE REFERE*NCED HEREIN, AND TFIE CONTRACTOR IMUST REFER 1-0 THEM AND FULLY COMPLY VVITH TIHESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTE-S,L\NDA,LL OFTHE PLAINS'SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING) AND PROPOSED SERVICES ARE APPROXINIATE, AND THE CONTRACTOR MUST INDEPENDENTLY 11 --------- VERIFY ANDCONFIRN4 THOSE LOCATIONS AND SERVICES WITIH LOCAL UTILITY GOMP,', NIES PRIOR TO COMMENCING ANY CONSTRUCTION OREXCAVPOFIOINL THE CONTRACTOR MUST INDEPENDENTLY VERIFYAND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL 01-11ER UTILITY SERVICE CONNECTION POINTS IN -THE FIELD, PRIOR TO CONIMENCING NY CONSTRUCTION. THE CONTRACTOR MUSTREPORTALL. DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR IVIUST VER FICALLY AND HORIZONITALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, VV.-,',-FEP\, ELECTRIC, SA.N'FFARY AND STORNYi, TELEPHONE, CABLE, FIBER OPTIC , CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE 01-3 WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE,REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CON FRACTOR IS'r-�E,'DPOfIl�c-,'IBLE'.--'OF','r�ZEil'Al'r�l[,IG ALL DAIINIAGE -TO ANY EXISTING UTILITIES V\IHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE ()WHER ANDAT CONTRACTOR's SOLE COST AND EXPENSE. -THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATE� ' ) wrrH DAIVIAGE TO A&I'(F-XISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4� THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND ' ' U-1 ILI TIES BY USIING ATEST PIT TO comFiR'M EXACT DEPTH, PRIOR -1-0 COININ/lENCEMENT OF CONSTRUCTION. 5. STORNPAJATER ROOF DRAIN LOCATIONS APE BASED ON ARCHITECTURAL PLANS. -THE CONTRACTOR IS RESPONSIBLE FOR P VERIFYING LOCATIONS OF'--,-`,N,II-_ BASED UI ON FINAL ARCHITI-f TURAL PLANS.-D - r: �; 6. THE CONITRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUNIENTS ANDARCHITECTURAL PLANS FOR EXACT BUILDINI-�� UTILITY CONNECTION 10CATIO-MS, GREASETRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARC ,HlTEECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WFI H THE INDIVIDUAL. COMPAI\IIES, TO AVOID CONFLICTS AND -TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRA,-, *I_O;R IS RES'PON-SiBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL �HLITY REOUIRE�vilEi,,Trs OF TIHE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STAJ UTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNEC F;ON,',`_'� PRIOR TO CONNECTING TO ]-FIE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND -THE- ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIF-FE-R, THE CONTRAC FOR IIJIUST IMMEDIATELY NOTIFY T'r-*IE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COI�JJPA 'FI(_)iNj, ,�,,'qt) BACil,'FILL VIATERIAL�l REQUIRED FOR' UTILFfY INSTALLATION MUST BE EXACTLY AS PER THE C I RECOMINIENDATIONS PROVII­ DED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLIC,ABLE UTILITY COMPANY SPECIFICATIONS. �A`I-IEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND CONIPACTIONIMUST, AT A MINIMUM, COMPLY WITH ]-FIE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT HAS NO LIABiLi I Y OR. RESPO�NISIBILITY FOR OR AS RELATED TO FILI ­ CONIPACTION AND BACKFILL. E 8. DURING -THE INSTALLATION OF SANITARY, STORiM, AND ALL UTILITIES, TH' F CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOR01 - �GFI RECORD OF COINISTRUCTIONTO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRI ACTOR MUST CAREFULLY NOTE ANY INSTAd-LATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE II`,,IFOpivw,Tic,N coiNvi-Aimc-D L,i THEsE PLANS. THIS RECORD MUSTBE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH THE CONTRACTOR MUSTPIROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR NJUST ENISURE THAT ALL UTILITY TRENCH ES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORNII SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THIE: C011,1FRACTOR MUST COORDINATE 111SPECTION AND APPROVAL OF COMPLETED WORK WITH THE I AGENCY WITfl-I JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTII ITYPOLES, ANDI OP POLES -TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE - ' RESPECTIVE UTI urry COIVII.3,11,NY, REGARDLESS OF WHAT THIS PLAN DEPICTS. -1 1. WATER SERVICE MATERIALS, BURIAL DEPTLF 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 CONSTRUCITION, � I . I , I , __,�� "I'--, 111-11-111-1 5200 Hufflaqtop Rd. A11GntG Georqiq, JOJ49-2998 I "� _� Maw whaVs behq%M gill befue rm &g. ALWAYS CALL 811 %, It's fast. It's free� It's the law. j REVISIONS: MARK DATE BY f_11 A MARK DATE BY A MARK DATE BY A , &&Am&&A�, - ^ - 11 . `1 - . . CJ JOHN C. WRIGHT *P .0 Lic. No. 046960 OPI 1/10/20 A _. AL - � I � " :E 1 " 0 IrkN001 N I 1) 5 � � 11611J64 4 1 z � _:� -_ �� " 1, DzA 81 �� � � � 11k " 11 � 0 :_� .,c 2 �. ,I �, �. - 24 E " 'N� 1 �.11.11 N W 2 8 W - 2 , � �_, I- _'_ q L ,I pq p%kqN, I �' - u F� D ,, U _. 4 �Wl ,_ 4, �g I7 -- '3 �� � �, -� " � I IN' z �6_116_11_111 �_l - ,Z I 6 4, ,� H W '! �,, !� � 2 �� I t.4 ,o­­-­'-k\\ ,� I I 0 pe :� �,;, - ;� ,Z4 < � -_ �-E X - C�l I U C) N��-_ �� � \N�, I ,x z 0 p , c', I 2_1 _5� 44 - �� ,s �� 6 1 0 ;�) � � �; � -1 .11, 1� p � ?�l - , �:4, a, � � ,4 .� , �, � � 11 , ap",&"�! N . u _. W I- -� i- 6 � ,- _- rf) -, -. 6 � � - 2 � � . w - - I � 1, �, � � . � , _� p, , _', % , . .. _,� ,_ T 's. y-, -'l-­ 1�\�11 11 , � , u , , ") I , J t-il 1, J11 - 111K �zz ; I L, N G 1. N H L" 11 ( 11 G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 k VA@BohlerEng.corn -) STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE NOTES DWG EDITION 02.4 11 PRELIMINARY 11 80% SUBMITTAL D FOR CONSTRUCTION JOB NO. STORE DATE I 01/10/20 _ DRAWN BY : MEG CHECKED BY - JcW . CAD ID : SDP-0 SHEET cm0 I 1 HA16kV166505\0RAVVINGS\P LAN SEFS�INITIAL SITE PLANW166505-SUP-0.1)WO PRIN FED BY NIGIBSON 1.09.20 @ 4.31 I'M LAS T CAVED BY. MUBSON 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 I ' EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTiAThON (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 I'VIETHOUS 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 rvIAXi1VIUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASON -ABLY 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 MAJNUAL FOR UNIFORM TRAFFIC CONTROL 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONS (RUCTION INDUSTRY (29 CFR PART 1926). VSMP &SWM SUMMARY THE SLIGHT INCREASE IN IMPERVIOUS AREA (<600,SF) DOES NOT INCREASE THE OVERAL, 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. 'vj"fO llifin G, COLINT'V0F A1,V,UN,1_,,"UAi' 401 ,N-1thithre RumlvNorth �Virlg Ch a rfo('; *�svfl] 1Q, 1111one (434) 296,5183,� (434) 912-41,26 December '16, 2019 John C. ��Jrk\jht 28 Blackwell Park Ln Suite 21 Warrenton0, VA 20186 Letter of LOD201900033 - Chk;k4­`fl-A Piarking Reduction Parce i ID 04500 -6,04X") -09 '1300 (1 .2-9 acreel 350 Wo odbrook Dr C harlottes-Oville, VA 2290-1 Owner - Chi ck-F-fl-A inec- 5200 Buffiric gton Rd Atla!nta GA 10349 De,ar T his letter is in respomse, to your request f Woodbrook Dr, In accordance With Sec.tion 1(8-4.12 of the Albemarle County Ccode the Zol-ung Administeator may vriodify the number of parking spaces r-equired by S',e­,Aion 4.1 2,6� Youir request is for a reduction of the minirclum parking reijUirement from 60 spaces to 62 zspaces, a reduction of 13%, Gross, Floor Area, 4,614 scjr.iare feet Re,staurant Use Parking Requirement (4.`M6): '13 spaces per 1100c) £,f of grass- floor area Total requirod spaces. 60 Space s provided: 52' As outlined in $ecl:ion 4.,12,, (r.) the Zoning Administrator rnay reduce the rriinifnium rlumbel- of parking spaces if he finds that the public, health, safety or welfare would be equatly or better served by the reductionBased on the available alternatives to parking, trip get-leration rate,., and deseriptions of he site outfined in the attached report, `Repcirt Sirpor-Ury Request fkx Paddriq Reducticln,' it is my official ,,1e1ern-iin=a6(.,,Irf that a parking roirlivnWil r`ednc,;kkDn of '!T',,r vo 62 spaces will the p,,,tblic health, safety or vvelfz-ire requirernent aind provUe St. fPcierit parld1r1g rt Chic !<,-,V1-k If you are, aggrieved by this determination, you have 4 right fc� appeal it 1.Alifthin flhir+1 1310) clays of thi,, notice, in �x;or ancr with Vir� yinja Dc�dca § 152-22'31 1. if you do riot file't a fir"'iE.,ly at)pe,�,,11, tl&-1 determination shall be final arrd unap, e-cal An appeal nriay be talken only by filing -in appeatj applic, tior, the Zoning Administrator and tcZsI.et43 ,flfg hBoard of _oning Appeai, n accorclancwih 3.of theZ)rra fee of $258 plus- the act, al cost of advertisinng the appe� cl G U A for public. hearirlg. December '161, 2(Ag Chick-Fil-A Parking D"Acirminatiorl Page 2 Applications foAppfl of 'U-ie Zoining Adrnin1­,,V-31t0­`-, awe available ai ti-te rjS LJO ��; t Departrnent of Commuruty Development [ocatead at 401 McIntire Ric -,,a Virgink..l 222902 or online at w\,%�w.alberiiarlec)rg.lcdapps. This form applies to the appeal ofa deci-sion of the zoning acirriinistrator or any other.administrative officer pertaining to the Zoining Ordinance, Regulations pertaining to the filing of an appeal to the Board of Zoning Appeals are, located in Chapter 18, Section 34.3 of the Zoning Ordinance. They may be reviewed online at vvvvw, �Please, note that our onfine documents are in Adobe Acrc)bat PUF forrnat and Friust lit viewed with the Adobe AeCrobat Reader of an equivalent. A link to the frera j-'flug-in is 8vailabff--_-i at the bottom of Plezise contact n,v, 4 you have questions or require addiflorizal inforr-nation. Sincerely, Kevin McColluffr planrier Designee to dhe Zonint. Administrator 9 Attachrn(,,,nt-1 Report Supporting Request for Parking Reduction _W_ I N G _11� E G E 1\1 D STA-14DARD DkA FOR ENTIRE PLAN SET LIMIT OF WORK --- ---LOVV-----LOV•1---- LIMIT OF DISTURBANCE -----LOD --LOD---- F1,1ST,0VG NOTE TYI--'ICA!- NOTE TEXI_ PROPOSED NOTE ONSITP. PROPERTY L1111;E IR.O.W� LINE 5/64! C, X "I IN ,,� a g I _ IR Y I PROPL. I _INE INTERIOR PARCEL LINE LINE- S E-I BACK . ...... LINE CURB AND GUTTER E SPILL TRA&1SITION M CONCRETE CURB F. GUTTER DEPRESSED CURB AND GUTTER, Li-riuTy POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY 0 POLE TYPICAL LIGHT ACORN IJGHT TYPICAL SIGN PARKING c o u i,11 Ts —Ax SPOT [Fc�51'6.0c, 0;vTrcr­ ELEV,',,TIONS IBC5-15.55 !(5,13.02 --I SPINFI: 'AIRY s A, [,I . LABEL LABEL SANTARYSEV'VER LATERAL UMDERGIROU[N9D WATE.R IL] PqE: UNDERGROUND _L ELECT RIC LINE UNDERGROUND G GAS 1 INE OVER'l ]EAD WIR E U N D E R (3 R 0 U 1\111D __T TELEPHONE LINE UNDERGROUND C14-IBLE LINE: STORM SEWER SANITARY SEWER HYDRANT SANITARY IN,,j , A HHOLE okcj) STORM J�jj A NIHOLE a WATER i 000 NIET'ER AIATER VALVE GA' S JillV.c GAS METER -AILEND SECT IUfJ HEADY'JALL OR ENDVIIALL ",TE INLET CURB F15"I INLET Ci EAN 0 OUT ELECTRIC MAN-11 IOLE 0) M,NNHOLE ELECTRIC BOX ELECTRIC — PEDESTAL. NION11TORING WELL (n 1z:7 TEST PIT - BENCHMARK ---BORING} STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK 81- BASELINE BLDG BUILDING Bill BUILDING BENCHMARK BRIL BUILDING RESTRICTION LINE CF CUBIC FEET CIL CENTERLINE CNIP CORRUGATED METAL PIPE CONN CONNECTION CONC CONCRETE CPp CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED Dip DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER ENJV END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE Gr: GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL GI. GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE Mi MECHANICAL JOINT 0C ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN P! POINT OF INTERSECTION POG POINT OF GRADE PROP PROPOSED PT POINT OF TANGENCY PTCR I POINT OF TANGENCY, CURB RETURN PVC POLYVINYL CHLORIDE PIPE PV1 POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE RET WALL RETAINING WALL R/NjV RIGHT OF WAY S SLOPE SAN SANITARY SEWER SF SQUARE FEET S-1 A STATION STM STORM S/W SIDEWALK TBIR TO BE REMOVED TBRL TO BE RELOCATED TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL TYP TYPICAL IJG UNDERGROUND UP UTILITY POLE W WIDE VVIL WATER LINE WIM WATER METER PLUS OR MINUS DEGREE 0 DIAMETER i! NUMBER 1 5200 Buffington Rd. AIIGnk Georgia JOJ49-2998 Call Wfow you &J. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY A NUthilOF Q JOHN C. WRIGHT .0 Lic. No. 046960 0A 0, Xk,, ► 01/10/20 NAL A Z � F6 9Z z P z in 3 K_ U, P4 Z zP) f c 1 IN i". i". R i N 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 11A@BohlerEng. coin STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE GENERAL NOTES AND LEGEND DWG EDITION 02.4 0 PRELIMINARY X 80% SUBMITTAL 1:1 FOR CONSTRUCTION V JOB NO. 166505 STORE #1856 DATE 01/10120 DRAWN BY MEG CHECKED BY JcW CAD ID SDP-0 SHEET C=012 H a16W166505TRAWINGSTLAN SETSUNITIAL SITE PLANW166505-SDP-0 tMG PRINTED BY. NIGIBSON 1,6920 @D 4.31 'Id LAST SAVED BY: P141GIBSON I NOTES I� PROPERTY IS PARCEL C A' S RECORDED IN DEED BOOK 3242 AT PAGE490 ANDBEtNG THE LANDS OF CHICK-FIL-A, INC,. AS RECORDED IN DEED BOOK 3251 AT PAG E 6m, ANIONC3THE LAND RECORDS OF ALSIENIARLE COUNTY, VIRGINIA AND HAVING A PIL) OF 46 93 D PER THE DEPARTMENT OF ASSIESWEffrS, 2� AREA. 56,054 SQUARE FEET OR 1 �287 ACRES 3, LOCATION OFALL UNDERGROUND UTILITIES ARE APPROAMATE, SOURCE INFORMAT ION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED, EVIDENCE OF IJ31LITIE�� TO DEVELOP A VIEW OF THOSE UNDERGROUND UTIUT IES, HOWEVER, LACKING� E,)(QAVA,T!ON, I , THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT 8C AGGURATEL" COMPLETELY AND RELIABLY DEPICTED, WHERE ADDITIONAL OR MORE DETIALED INFORNWrtoN IG WEQUIREID� THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY APPROXIMATE LOCATION OF UNDERGROUND UTILITIES IN CLOUDED AREA ARE SH!Y,A`N PEF, ' T PRIVATE UTILITY MARKOUT PERFORMED BY INSIGHT ON AU' USI ,02, 201s AND FIELD LOCAlT ED WITH CONVENTIONAL FIELD SURVEY UNLESS OTHER�'111815-, NOTED, 4, THIS FIELD SURVEY VNIAS PERFORMED LITIUZINGTHE REFERENCE MATEPIAL AS LlSyr,U HEREON AND DEPICTS BUILDINGS, STRUCTURES AND O'PHER iNIPRC)VE�MEN'rS'l",'k,,IE'-,.E-ON, ON AUGUST 06, 2047, BY BOHLER ENGINEERING- 5, THIS SURVEY IS PREPARED WITH REFERENCE 170 -A TITLE" UPDATE REPORT PRkE_,,PARE_D BY .FIDELITY NATIONAL TITLE-: INSURANCE COMRANY ORDER NO 2JQ0 1754 SEARCH PERIOD jkkY 18, 20063 TO JULY 14 2016 (NO NEW ITEMS OF RECORD) OUR OFFICE HAS REViENVLD, I -HE SURVEY RELATED EXCEPTIONS PROVIDED BY F01ELITY NATIONIALTITLE WISURANCE COMPANY VitflCH WHERE EXCEPTIONS VVITHIN THE TITLE POLICY (NQTPRaWG,E,!_)y 6- THE EXISTENCE OF UNDERGROUND STORAGE TANKS iFAMNY. WAS NOT KNI30011 AT TrIE, TIME OF "T'HE FIELD SURVEY, NO PHYSICAL INDICATIONS OF SUCH VVERE FOUND AT T HE TIME OF THE HELD INSPECTION OF THIS SITE, 7, ElEVATIONS ARE BASED OjN NAVD 88 DATUM AND TIEU INTO NGS NIONUNIEN fOUMBER HWI 01 7 PER GPS OBSERVATIONS WITH A PUBLISHED ELEVATiON OF 544J6 38 FEET 8, THE PROPERTY IS LOC,14TED IN OTHER AREAS ZONE X (AFEAS DETERMINED TO OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED "FIRM. FLOOD INSUr,kNC* RATE MAP, ALBENIARLE COUN'ry. VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLaTTESVILLE', PANEL 278 OF 675, MAP NUMBER 51 003CO2780, EFFECTIVE DAT E FE13RUARY OfA, 2005, REFERENCES� � \ � i \%___v111 A � '*-A, I l I ­,�"­ I , __,-, - 1, 1)" 1, \ I � I \ � t _� - - ­­--­_­_,, `­i,_­�,r,4-lii'1-__1_1 , , "I � -1 --�_17 - _-, __ � ,� - k) -, ,r4a 0? ___1 "I-,, \ w w/Im _ N ------f,# I , ,"', 1� �­­ �� I , _�_._____,6w______.__ � '%�111 " , � ,,, I " 'I-, I \ m. Wz'/Dff'm- l MIN, \� , "t I 1��_ "'ki _jrp � 111%R,�\�,�,��111k�l __jj !��,_ / i - , , ,_____-1_____1_11 I -I- , , \ " A \ � ��,, " ,� � Is pw-10 � " , \ I " ,_ ", '' I I � I ­,�,\, �,� - '\ I � " \ 'i \\\ ��___­i=­ - -, �5 (� I � , �, � q, I ­­--i' - -,= � 1: s , %­ j I " - -, "­ '­ "I - \ , 'r 11.11-1-1- ­�,,,v z�- � I , , � "Al - -11 _� I � k, i '�?VIMIOINI 3 %\'Ilm 11 - �_�_, , , -, I .� IN:,- � r" - I I 11 " \\ I \ ((7 ) ", 1, , �, ,,% \ \ � I � , m ,� , LIN A �, � A mvll_'�,, lk, R 11 � I", yj gl',"'­ I , "� \ I -, 11 _­'­1,0`I \1 i I " , , ,�­ 1', �A � '__� _�_, � I ,`��­11­ Z,"_k N", PMU 2', A 17", ''. , � \ � , , '? "I i 11 I � 1 _r_c _�_, , � � ..... �_\\_, , ___ ... . ,�, � ", � , - � m , - �, '_ ,�_\_ _\'a ml� � \, \�,' � i, , __,", �_ A\ A � i % � -ki APPROX, .4ner\ ­ ��",,`pl�!i' _� ­ ­ 7'' , , tt� , ',"'m , ,� - , - I 111\11, , , , _.,__,\\� � � - � , , -'a - - ,,, I - ,�_, � _ ...... e _�111 IL 'I-, , \ \\ \ ) �,x A �. , '1� m,__., lum I � 11 � a,,m_ '61 4 "I'm - - , �­` +rlww .101 , ,_ " RR J242' P 9V 1. 4-111'' ' � / I I , '111`61� "It " i " \ 1.1 I " I 11115, 01p, 1015 U.'NIF � f \ "In W_ , �, , "', ��, �, 'g" A 545BBT ,',, �_' � "I I I 4 0�, 1. , " .1 ", I il , � I --, '_ p I %, , � R 511 f597 rT-, , I � " �1- �j 1 1 I 1� xn�q \\-�, ,� � �\ � I "',", "I r" , I I , I / /, \k 51 " - � \\ � 1� I � .. . �­,�, 1, ty I , , _A� 9 'IF ,_ � - \ I . � I "" ,-NA, , 11 N\, � , "\,\ I , �, I 0�,,N, � I `_ __-_1 \i�� " ltgOl , V __1 � I 11 I L., �Z,1111_111z�!`,�`11=1 ,,,\��,,,,,"g� LAA I � goPI ,6 � I I � �\ \ "' 1��­"""',` �,,,�, , I � ��­��1­11'11�1�1�1'i " - ! . k­ 1� IkAel I , - _f N-1-W111� �. IL , � 11 ,Io� �­? 11 � ", I , "" � ,,,,�l 1',,2 "�.-,R-Q H."'m"t, hIvIc-, '4_ __11, X --, " \ , ,� 11 i""�"\"",,�,"�,,�""",,-,�', *L " , - '� 1-1 li " \ ,-, \ ,I , / � - ! r, 17)" �111. � I zl'�Ibl 151J R", 4.5i � 11 1_" 1-11 / _z _-, 1� 'L � � � I \ � � \ v X , - 11 I , I "t �\ , 1� ; I "I '� R_0,� 45--,19J4 \ '\\ , I � f`,�g "" , /"",, \ I I 11�lt '', I", .1 �, , , \\ �� ,\ 11 . Ilk, '1� _�\ � I." \ N i % \, f , W,0 - 11� ��_, � \� \ , \ I " �'�11 I �,, -,e'­� "', I ',,, - � , 2, 1�,, , \ I \ " �__r,�� I �"`-,,, � e, , , . �'�_, 4 , '' , / - .I,j� � " __ - I -1, I ­ 11 k, � 11�1 _ - , � � � � 11� -I'-' I I �11`,, 1-11, I 1) " 1�� , \�, ,� I � \ 11 1�14 , . I l \ I �', '_� __�,\ I I \ � 11 I N , , � , � z , ,fAF'4ftff ��__A,Sr "�17_4___, � - , . 'Ic 22' S T6Q V j%. \ 1� , I LI-q J_'14,� � 49r, _­� 1111�1 \ I \ 1� I � IN ".-, z1Z I � I \1 � / I t" ,- 1\ i \1� � __­� : 1%. k" '� \ .- \` 'i 1414-- 1 \ " " . -1 I �, � � \ 11 --- - "If : 1, \1=qz.__�_ =3 , - I i I . , , �� " � I _,", � ) k ,-'-, � __1 , � .__�,=­_, 1, zt"A.� --, \ i � I � . .. . �1� _om k � '­--�7--, : I I 11 � W , , _w . 1. I z 1, �_, I � , _­ � - - . " "" N . I I � � I I f� 1�'_ - . q I � i � z I 1', . � � � ,_ t ; I , z - I ,�� -1 \ - N � I , -� � k f I, � r \ � 1 �t -I/ I 1- , � � I I 'I- q '1�v -� v�r,I -�_ I 1=11- I - I � -,,,,-, '1�z 'N I , � '�11 ul � 114,11 gi C �, ,�, A�,� � , ­­,i--­z�,­�, � -)' �, - I tz \ , I -1 I I t I,,, , /C 479 Ze \ \ �_ 11::� " " ,_�­,, � � / � 'P - �0 - , _­ 1�,�, 1 ,17 k ,,A_,,�� ,,_ \ i� \ �__ a �,_ I ek tw�__--aw, ­v - _� - _4 I �k "I'll" , , f�p,-k "I 11 I- , - a �� �;-A )��A - � � V - _ A f_FR\'Y_'_11_, \�e-) 111�&,� \ --,�� q , � I �� - -,� ') V.-­`� � 1, ef, �_ "') I \ �- � i " ­�X I , �_�, , ­__ , ", r_ � 1, � i� \ A 1 1� I'll, � �iI ;, , . � Ill - _,�� / '� " <�_, F � .k Id-1, � � 11�i � , '� � 1 l I I , ; Y 11 A / 11 ,,,� � i I i )��_"lN I . ,___)_,,.1 ,V-;) , / �'r) l � I I ,, I r_`�, \ --� ",z I --,16 498.14' ' , ;i,70- " � . - - -- � t I I I ___ ,,,� - --- �17 -4� " A "' I", -1 " " V� k \ 'r � � 6'-, , �6 1_____� , , y�,, 4, � I � � ,�? -,, , � ' ' � � t \ :,,_,�, , � 1 � ­1 " . ___ __-, - - ..___­_--__11 _�__ � _q , , - �` , , . 1 1 1114 S'� \,\ t-� ,ma -11 ---iP I �, , J 1 I 'i � , 11VA'6 \ ,� � ----. - ­ ,,� , - A �- ,�� �,, � I I 1� � I "� L,5A .1 in I �, .jj� � 1� � , , I �\ % � , e - ______ , ,( 4`11, � I i , � "_ 2- , , I �� � I 1, � m lrl � z - 'P , , - " 1� 11 Vk i � I I - � � ,66`50. 18 11 1�1� :1 � _', - "'I, k -J , ,� I I 1, 1Z C-11 � 4 - � 01 61 �?',5 -A -% . /0_99� �'A,�- - �', I 11 ,"I ), %A i""? _1 � , r �b � '� -Z LS.A 0'_'k, " � � , � 7 z 1, � I � � \ " - ( � , -) �� IJ iz � I , , I � \ S32"33'23i'W (R) x 'g, I "'! "I �, �1� - , , I I - 1, � I I I 'N' , ,� , " I � , , �_,­ 1, " � \1 � q- 11 , - m f­\, , - , , . ,� � � , N "'. " - I _� 6� 49,9_1z - I � �\ � ,t'� �� � 1- , I I . I +�V_i �m , I ­ I 1� I ; 11 11 I _i, ___�� ��',, P-i cu I -1 1) \ �, ) ..; _" �, _ - " � i L " ­­,','�­ A " , � ) I , - I I - z z X� Er - P � !,� ,�� N -, � 11 ',� , � � � . - I ,", 1� , I 1, ,� k � [ -1 " I I ��, � � . �, I _� z k ,,I � P'1? �"�`, �� ", P111, 671"', I , , 56,4,5, 22 1 � � �, I � (m) � \ I I \ I �,�,�-----..�l---.�,�-,.".�"-��'..�.11--1, ._______,__ I I � ",� ,"'W'22 \1 .. , b I ­11-111 ,­_.­­, ­­­11-1 ------- 1­11 ------ � , I ', - I ) : , ­� \ � ,�F - 1� , � , 1��, , 1\ 32.80'(R&M _ , �_t k I r, �66& 7? !1� : I 1-k , , � I '�- " I \Ivy. � , 1, , � , ", ,_ I \ - I \ � " �\,\, �-,, IVI) _ , ___ ___.. ___..,_._,____. __. '_ 's . � �� �Ij .- I W 4ia I'll ',�,� \ � � \ S21"107W ' �'_� ,'�'r" e� ;,�:,Vl -, 1, 11 R__ � \ ll -1 I I � S6001 V39",E "", � 7 , I , - - z , I , " .�, , �_ , \ [ , � ", , I _k \ �� , ,- ! �` � , 1� , - , n I \ I I I B IV! p �_`,ililj.D��Y I,44,l .'TENAW'F I _� -JA I I I i", � , . I -,,, �� I , , � 'k-1 - _T1_ . , , ,� �� _� I _i, � I,.1 ---� . I _, �, z " to. I I _z) " 0 I- � I ­'�, � \ i __ � �� , \-, ,�� _1111 , gt � z z-1 65 3 W"t (M), !L ,��,,--_I,- ?, I , � "I \ k z � - I - I i "I" I I I . 9,9 ��_� I , , 1� '� I i � I � I - � I I � .... - , - 1% 11 I ��,R`EA DE1,4,k � ,Q� � �� I I � ��, I . � I � 7C , - , � " " k z �, " , ��, \ . i I 11 � I � I � � I I � "I I i 1. ��`, 1 8fAl (14m) , I -I I ____ ��`, �' � I � W) , � ,4 1 1 z a .5i - I � I I \ �, 1� , � I � � � , z � 1:�. -Al E 1.1 __ � �\ i i I z I z � � �\k � ,..� �­ - � � �i � �� 8471620"E't ,I, , � I I - '�11 11 i, � _ � 1� � z I - �, -A I . I � � . I "I � � z I I . 80 1�11, " I z I � �11 \ � I I � l� � , , 11 9'(R&NI) z� z � I , � � I ,\ I , � � � , I ,,�� ,,, I 1;�� 0 1 -565TE (R) T74,9 1 � - �, �\ l 'b � N, , I'll, � __ -, � � I I", I "" - t S41 I I I � - \\ \ p I -­_ \ 11 � \ � '� 11 40 - I z I I I I I Ic Z i I ­1 I �, " r e - t,\ I ��� �'� 11 1. . - _,_ - - \ _�; 11 I \ � -- - - ­_"­__­,._.7 � . X 499 /� 1, "q , '%l I \ \ i r �z _o.4_�� � - (_�.mj � I I ,_� I II Ir I'- - , I ,p 11 � ,) h- '560,184 \1 , \ 1cb , �, l')� I - FY A11-11ill- , , , - 1`� 1, � \ � ,. I \ ,� -- ,,,, , , ----,--fw-&;,) � z 6 � _T1 I � �­ I'- - , , " ') 1. � " \ _� - _1 ,411,15_1'714 6 ji'v"j / 4 Z'�, �,�' fa*0 'i I ,,, I - I., � , 'z \, � , � �, � , ), � 1� _` I , , ", i \ 11 I ": I \\ 'A - ) , ­`­� \ 'DW(101 ` " " "I � - I - 1� Q�11 I � 1'� I t* , 111:, - � / , � I � � ' - I I 1*0 � I \, V\ I 'Il � I , Z" I APWX 1, W. 2 O' , � , \ y I � I � I I � I I I I : I I l, \ I \a, \ ��, �__� vAyl'1611411 ��&[Avavz ill t '' Wlwff 6m 4WR It. �, \ \ -, , I - �+,5,a� 1 1 ASAWLT +601.0 NAMW I -1) "I I I I " ( + 4�, , &r --A , . ,�, � I I �, - - 11� \ �, � A�, � v 'i �,, l - - � '� � ,,- a"'o 'w ""a -,,-una I � PA V&A'f , I AR 167i fr,�4, a .. � \ \ \rI - mp wwvy ��;c_ - 41e5V "I'll A- �' �, � , , \ , _�__ " I I'll ,:g,T I �' "I , , \ \ I 911 ­71 , � I 1� 11�11' I � k 1�, �\ �zl 1'� , , -_ , , 'I All 19� 1­1 I 1, i , , I � �, I �:* I b a 'All U , , 0 , . l, 111-1 , 1IF", I � ## W 1 �111 � - , I - I , I I I I'll, I'll I I I 1, I '1� - ­� 11 - __1 I 11 � _1 I 11, "I I I % 1, � I ,� ,� , I I . - - , � , ��,,, , 11 _z � . fic � , , � I , I ,, , , � I 1, I " \�,� � , � I 11(j VER � re, � 45-058 1 1 , _� - --- '' iz� �, I � � 44 T , , I \ � \ , � � " . , I I \ � -, I I I I I 11 1A, I " � \ ��, 1 I I . 1, I 'r '5015_�"! ,'I , 1� I �, I \\ , �,, I I , I I R 0 11567U.07 o 'I'gail , -_ 1. �A,­­ z � � ­1 9 - I � I z I I I I z � \ _4_4499-;�,_18 , � � � "w ; ,-:1-11-, I I t � I 11 . ,� -) I �, � , I I I I -1 I I 11 I - � � I I : 'j�--��, ;� � z I i " �,' , \ �� \,' " �­ , - \ 3­1 - I 11 I ­- 11 ` " c 4�,�2� � I ," \'_ .� I I - I I z I � � -, - \1 � 1-111 I , t I � I � I � 506J4 - I , ,l�-v z 1_1�_, I I . � I z , k- � : I z �� 11 , � I I I z I I � " , , l I L � " L% - l "I � " I z I " "I ; I z � � z �� ", _� � I n l z 't ,� I I , 11 I z z , , � "", . \ R',,' 5055�� . ,­11 \�� I � _�� i I z I � , \ , , � \ I , - "A , z � I ; � z I z 0 I � I v I 11 I I � � z . I �', I i I I z I , - z I c i z � 0 �, � z � L, " 1 1 � I I � I " , I I'll, , , S-11 , I - z - � , � z z z I I ,,, " N, ,\ i / '11 7",-`"�"��' ';1 �,,___ - I I , , \� " 1, 1�5; � I : � z � � �, 11 k \ I y , , A` � 11!;�e 1 255� �" ­ 6, I z I U, I � I � I \ , \ , v , "I 11 e� -1 6 I , \ "",f \ ,r,',� ,jg�, , A I I I"5555, 6 I 11 1\ . il ­;i � "t, ,41, _' , � t zz' , , - �_ , � I I z z I I , - , ,, 4� � � I I 171?r - - 50. J2 ... i � , � , � z I l,�, � I \1 , � I z I I � � ,- i TO §W ZY - I � I 1, , � � : "'i I � : I " I � � . , I , z ?j " , ", I � , � � � �,,14 � � \ \ _,, G, - 6 �,,�, 72 TO, 501 64 � Z� � � , ! � , ,�� � I \ , fg '� ',�, � ,� I � I I :, ,,01_16 � � � "I � 11�� w I'' &1i 't , 0 , \, �,---i,, I C ," 6 1 __ ! �F,�9,;�- 0 ! G mol , I \- k I N � , , , , , - I �________ I ", I I \ , - " I , I , I , I , , 11 4�,­ , I � I � ,,�l LV()"�5` 6'�"?i� *V?` i"If"ER i ",-l"', ,,, I I , I , 1\ I "" I'll ME 4 WA ) - V \ " " , , " � I � - I I I , l I 11 A , - 0!5 11 I " q6 ! , ,,, �_�' -, al - = I 11 p� =-_-*­ � ,-I 5 , , t - I I I �,:�, , ,;� -,-= __ _� : T_111� , ,t�_-,�� __ ,��, _,,�, z . �,x­ �, � 1tv , (,�) , _� �Z�,_ _=� �� wmF ,�_,3;�� � �_ . ,/, i � 4tz�­��== k ,q , _77�___� 1,11, - \, A , ��,_\ T - I , -- � - I , ,� I 1 -2,� � " I; C, , - I . ­� , X � :_, �, � �) z 'O \ I ,,�),�.�,, , �� - I '� I ­� , , ...... 1 N17 - �, -, '. , \ 14� 1 1 ��, , \ -;� , ,"I-- - - , � ,��], ,�' A -11 , 13 � , " ' 0 � �i�� ' �', li_ 'p­\I� "', , , , I 1�_, , �1 "t� , -11 " " � - ,, �,� ������ �­�� Nil " 6 � \ 6 ,F�A 17 "' � - - , I 11 I 11 I 11 I T - � -,,,,,, ,,, - - �� _77 _�, , " - ') , � ....... 11,­1_1 I ­,­ 11 , _ 'J,� - �\& �, - � - �11 ,I' � � I , eX 11 1, " , � � " \, - A�, \ k, I __T ,; T, -/' ,, .� \ - - 11! ': 1, ,,,, I I '�; 15, `7� i�e� , , , ) � Z-� " � �, , - I " I - 11-111 � " , I I , , � I � , " I � ­ . � " 11 � , , , , � , Z . . . . . . � , "', " ,,, �,�=11­11111___ I �111, � , �l -/ - �, , , "I I � I I __ , k \1 \ , , 0 �, ��:;; "; .�,��_­Z.; ,--- - \1 - � �! � l - , ,z� , ,�,�,� _� �r4-", A4�111 I ��, 11� , ^�,,,-o re�l*)tAtq - ,-16 .50"J", I 11 ��Iv 11 \ \ � ` ,11 �,,, 'i �� , � , I I � � � I � ;��,jl �� 11 � -- � , - , , LOCATION MAP COPYRIGHT201',J DELORME vmreT ATLAs USA 2013 SCALE� Vil--2�000t !�\ , - . � � � I I I 3a, 1, - I 'J'Vf- � I ` , I I -11 " \ , V11 - �� � �_, I ("L. -1-1/ -1 - _' 1, lq� 409�99 I. , \ , , 2 � "I --1 I , 1� ,,, ­_ - � " - '44 - I !,,,',,I , �,i , ,_ . I 11 � \ -I , ,�k � , �11 , , � 1, , I I , i " � I It ' - 1- . - .1�, , I I r D' �� " �� 1, 11. . 7 149Y� 150 " \' , 'I" 1�\, , "7_",\ " , - - ,,�j Z ___�11111, 0 a IV) -11 _11� -_ ,\ � " , -, EN � ,,�, " u LIC&2_�-', A ��,,,`,�,-� ' � 1111z" llz, , ,,�,�, � I _',� I --1 -,,,,� , �o 111-1­1 11 I I 1-1-1111- � � - I - I'll 1-1- "", � , ,3 1 ,�,�K , k I I �� ,� ,�) " \ 1� ,��, �,��-) , - ---- I �,� ­�, "I �� 'k, ,U�,� � "'" � , I , Z, �: , RD , I ,-,, f� , , I � ",_-_ I , " I � , - LE -,\ A \, � , 6 50,04 i _? 11 I ,,, OR , I I I I �11 \ ,,,'� '� i I '564, v/ G 501-N9 � ,� Q 1 1 1_`__ �. ,� � _ . . - \ � ,�� A- - I -, �� , , � - I c �, 11 _­­ , I 'p 1w � ,, j3 , �\\ '* ow, , ­ , � X�11 I PAT I J , I , , �, \, 11 Mir I 11 _,, � � I 1-1:1 � \1 � ., , Si 11 I -�, - 11 A I I I � � , , , , ,\ l�� , \ I I I I � \ rij .�­,r, � WE . I� � , �, ,� I'll , 1, 'Y , , \ , � � " ------ � V, �,j , -, \�� , 1, ,111: 1�i OR47C 11\ � _,�� It, I - -- � " " I �Ili � , , � \, x �, 'YQ 4�, "" -,:A ,\ . ��_ ,�, � , 1, , � � I - , - ,�, \11 41,_. 1 - ", � 11, 1 '74, "' 'T� " I'll , z , I I � � ,V\ I � ,/ "I "I'll, - 1, � � _­­_ k, 11 A I'V, " ,�� 1� - I X, I \ I "I , l I � - - - EXISTING CONTOUR , , , oftf- I � _� , I , i l, \ � N` \ z ,%, - '? 1_2�;'­ " 1\ " I I I , , \ __ , , \ ,/ , I I w IV � I ky L, , 1:�' - I . I , z 4 �, ��, � I I � I le I � i � � �"\N_,�� 11, A 11 I , , � " ," 4�l 1"', � , ,, \,-,-\ � 1"i, , � '. I W A=6Z � % � , ,, \ \ I ?p I \ �_ I ";0 � \ % 'I', '1� t ve � ,,- ��, V, , ,� , , , Ok q . �� I 1, � �, �, �",; 4c� - �- � ,,-,-, , I , , % I \ I , Mll 4� U, -- V, I I � , k � \� 1'� , , 1, Z , I , 11 I , I " " f2i 45 L k' \ I -1 , I ,,, i A Q, ll�­ _, �,' /, I 11, I � �X�1� \1 11, 3 a', , ,�,.,)_f x EXISTING SPOT ELEVATION - ,6 '01 � , ,,_, I � I � , � __ " , � �._____ � _* 8=m� � - kN ,_ - , 'k, ,:�Z=,,­�=-_--t=f�_ - " , t , . �� , �.! 11 , " k � " ,, , I 1��-'l% � I � c -4, 1, _1`_ - j - - ,�Tl - � T t I - � ,� " � �, , ,i " , l -1-A , �a I � I , \ �� _ � ­0 , �', _ ,49 - ,� � \ ­� I t��',' � z V ,05, ,i, , l - W , - I I - , ,k\ , �" I I ­­­ I ­ I � 0- I - 1�� � 11, I I � l'," , Z7", - " ___ L� ,W/4 Mn "',", rC ;OL, I i� I \ � , I ,� , "X. J, \ , , 1� I I I , , . ", - � � I I Ic 505 a_Q 'A ,- , - �,, "A f,l , '�� 110 - , i_60 , t87 X , \ " A ,�� l% , \ �� 1� , I � , I � I '\ -1, \ 'Q, ­_ --/'I' l � , I �, I .1 , � 11 , -� ­� '�:It , Ili il I � I I I mt-,wa�, 11 I I 6 _601'1�f I ,,, I A , 1� � I I I '--j � �!') I i �,�, r,I , " 0� , "'k ,_`_ �­�,'�, W �2,� 45 E' IST TOP OF CURB ELEVATION li�l , I � "I ,� ,"A , I , I l I 11 2, �:, ,ASRWT ,��\ It S_ _0 -63' " '_� I- . l, '� , . � - , , - - - ,, ''I ,", I \11,�, ­--Ir ------ , - � . ," I ", � \1" It-e 11, "' N i -�o �� � - 1 1702 34 11 - I I / I � ��- , \ � , � � ''I \ ­_1 "�, " � - -1 1: v I I ''I I k__� __ � �', - � , I � I ll --- �z)l ,;,,,,,,, I I , �jp I � - 1, I , _hT I ­ �� , � � ) - - � , I , 1 ltt,�A_14_r N W-64AO7 PlIpSiff , \ fr, irg I W ": - , � , I � I , - � - I - I f) , � " I N3 7"'T05"r- R) , �,,,_ I , "(1 '1= � I _t t, �p ,,, 11 _'_,,l,� \\,��,� I - "-"\\ "I'll "I'll, ­ 1-11 ­ ­ I � I - I V, ,I ,I. ,k, " I "", l z , � -,',, . x, 6 12�,p -43 EXIST. GUTTER ELEVATION � � 1 .4 ,-��,, " I A vi-wi, yr k-��\, '­"`­"\�%,, ""' 'IN- " \\, I 11 .11 I 15, 64S Lm 11 1, , ".v," -a I \ , �"rq, ,;� , , , - " , ­- N\, 11, ��,� , -, I �A , � �� l" \ l IL ,,v ,� , ,7,� , I I � � � \11, , , I ,% I I ,.A "I I � "Ill' ,\,\"\ '�cx,io' kv 1,,-�wr � �Ivv,11;4 � I I'A I � 11 k I - , " ­'­\ \,X - . �\ \� 'y "­ ", , , I -,,04,04 1, 1 4 � 's 11, A I 11 -, V111i, I ��� iN,1321"33"AT NM I I I I ip ,_ ­­ I z I 0 R, 1591 X M2 , " " ) I \ , " 1\ , 11 ,�, ,­­­-,N\ ____<___1\% """" I ) -1 I 0- f,- ,� , \\11 _1� � � � 11 , '/' , i � , �, �, , �, V , �\ I � . ��___ -,--.--, ' \1 ( \ � " z"', ,�, I �, _,l , - � �, \,'­� �, 1, 'l , \ " -, ",l-'k , ", \ 1, \ �� , , �, , , , I , , � \1 I" 11,� 1`11 � � " I ,,,, � li- , I - NO, -49 I , � I I I � � , \ � \ I �, �,, I .,.­__­_"_','­>,�, I I � / z ,4`_ " l, I � I 1� 0.111 WATER VALVE I , I �,� ,� I - �, - , �u , � � I -1 , I I , � � " , I , , , \ 1, - - I k 125.64' "R&Im� � , - , ­­___�� - caw, , , I) 11 I "ev, X1309W, mStAklyt- I 11 \ 1"', '' I \ A , / , 1, � \ � I 1\ % \ I I I 0 � 11 � V "'A � I �', IR � \ =_­4_111 I- '�N­, I I �, #4)F-k I COW- A,-?,-, _____ , � , , I 1� / 11y, I " joi "1 I , - , , ,,� I ,li,� ,�A-z , , - , � \ T, � , \1 �',�'�: I / , I , , \ � � , , ­ I , , , I I r,n "A ,,, , ,,,,, % , I �&, , � � 11 71 ,,\ I 1, _11542? a _UO RX -- � k 11 _11-1 71 , It 1, I � � I ", ,,"�,` IV -N - ,�,�­- f \ ­"� , , ,��,�,� "',-, , , :) , I --- 'i * � � V*jt, " � I , , I �­ � - \1� oe, � \,­,,%S �,4_ �-,"-i"', ,7" ,'I - V' i,�, 5/ - _? \/ 1 , / � I �1� , ^ , , 4 " ,j I _1� ­ , 'o-, , , -" , , '.,I ____ 61w, ____ OVERHEAD WIRES ,�, 1 � I �, , l� \ '�� `�,-' lx'_F�%� , � 'I 11.1 1Y " � , li - 11 I <D � "I " �`�,�: \\ , , '', I "I � \ 1, i� /I � I , I , 11 - I , 'l, , " � "l- , 1, � � I � _&yp I ,,, - / "I I "!_ 11 , � , , � � lt� J�A,L,�"L'W � �, 4'' �, " , I jj; - ;14191 �, ,, f "'T (I -0 I - f v , � ,Kl " , ��11 - 117 (, �' \ ­­2 , , � - I f, " I I , , 11 . *k '1151f) ". - � "", - - - X% ir ,\ '4 �11 ­�,' ,\ � 1­64)71' I _=L__�?15 i"y - - ? - 41 I A \16, "I, - � \N ", �, `� ", v, � � , , I , \ ,�Dl \ �� � ,W - , F" I , 'i, ,,, k 4 I'' ,,\ I ,__��, 1\\� " i -I_ 0 5_1'1�0 ; l , ,,��,,` - ',�.� k N , � , � ) � � I I - - - 1�_5L�` I � ,,,,, I I :) � �, \ � ��, ,,-- I I ,_ _,�___ "I � I � I 11 , F_ , � , , 1, '\ I ,01 , \ � - 11 � I , , 11 I 11, �. - � � 11 1, , " �- I " I I I � - , I , I I � I"\ , - 11 , ,�\, ,-,, ,,� )I , �r�� I I , /�-___ , )A ��'� " \ I ,'IN � � ,-,---,--W----,- APPROX LOC. UNDERGROUND VWI�TER LINE PER REP # I , " '� �,. k, ,�, , -F I 41 , � " I , -1 I n I I " , , �,­`� , , �`, 1, �V�y � ITC 543 4 02 11� I I I I I - � � "' � � '_�',, 1% I 1�1�1, 'k , \ , , - - , " �,� ;4K I 11� A" , , , , t ,� 'u \ 3��-Iv�- �� , � I ,,,, ,% ," � " , \ , � , , l' " \ � � ... � ) I I 11 - I I � \ il I Z, , `�- � ��,�, p �_ j �, , , "-, , 1� N, \ , , I � 'j', �, S4 �� , I " ,,� - 7)� , K :,�,� � � -�11, , � I I , ��*_'!_,',­ ST ,ixr� , � I � A', "' & , \ - , �, � . � b, " i 'I ��' \1 1�_A ,\ 'elt" \,'�,�_, � I I I ,1110 - �,,� 11� , ,�,<�� I , " I 11 l ,�;�7 ,'.e-a 1�1 / 'll I , , "A\ , , p , - i I I \�� 11, � / ", I", " "', 101' I " � ) I - _­� I I , " ,T� " " -" � , ,, ,­-�­ � , I - ��,'� ;4"hs�,,,�­V� � 11 . 1, 17, 1 � I I I I - � , ,,� __ ,1 I �: , -l', ,,:, ___1 01-1-1-- , I I "t , , " , , ,,, " -"- I <�,�' \ m �_ _�,, �_ -, ', UNDERGROUND WATER LINE PER , UTILITY NIARKOUT I , , I 'AlFr � I I /I , I I , \ I I \� - k-4- � � R111 - ", , I - I � - '� ,/ , / I 'I" -, I I , , L � "m " �, �, I \ * _' _�� I '0 , "' - ", - I , � - l, � I I - - � 11 , �"" � j , , , " - 11 I I I I 11 I __ I I - , , , I I � -A - , ,,, 11� � '27 " 1, I I � � . � -- , -- �_, ,, � _,fi',`,ii� � I V n� � �,� I \; I I z I __'�'____#__� ,�- -\- � , �,� � 1, " , � � '\ ��,-� - I I . , - \1 I k , , \ ��, -- � ,,, __� , , �, , 1�1 . 11 " I � 11 ,\ � ", -4, ') '1� � ', ".1 -1--1 ,­t,,--_�.�:, $ / <S;', - " APPROX, LOC "I It & ,1,4f, t,C_,r',4EAe'7 , _\IIA4 11 I ,�� .", 11 _'i�" � � , , _��_! I ­1 -1k, " � �, �� I _)�, � " 1-1 \ I I '� , �4, "�,,�, --- 11 1 S�&. , , � Rp '1124;', 1 z I I I'll, -7 1 1 , � , � � , __­ I - � , , 'A'k"Al l­ ul I-AV"Aie" �,,, � , I , ` � ,,, I e/ � , ",.- I � '4� , Z, ,i- " ,,, " " k , , � _A-, �,''�, 10111 �%i'�,Ji_ r�; , I I .11 1_____._0________ APPRO' X LOC, UNDERGROUND GAS LINE PER UTtLITYNIARKO r 1, f I \�� � I I I I ; I , " 1\ \ , ,� , , I � A 1, , _�`101`_", I i _','�,111, 11 'it" C11111111"", - �','Iilll, , r, 0 , , � ��,, 1, _; - I -, Ji - ,�,,qv --t � \\ I \ , , ,J\, / 1/1� # .,i�,�, - \ �, , _� fy�' " R-1. 1 \1� lkl � �"l 111"'t /,� 4, zazItc _4 , , �,�, ­� ", k \ �_ 11- .. U, �, � , I f,',�, � �, I l 6", __1 ��% % - �� I 1\,� 'I',,", I , "', , ,� "'y'), ,� �� "I k � , I I - - � �', i, I - "' �11;g , ­ I` �-,­\ , � , . , � , � � ...... , , \ � I I � --.J\� ", " 1�1 ,- �-A­li F \ \ , 1� i � 1___� I � kOL I I ,,\ � +1i I � 't_1:zzk\1 " � 1 I - I , - ", -, � \ 3, � , , a, ti, �,�--& -, , �'l I �, , - ,� \ n�, - , :�'t -, , � " I � � � I , "*�,,, A I ff-6-5031,76 11 1)2, V�11 ­Ir- �v�,, I - � -, , � � , , "p � 1�'. \ - ,:vx!A 1�0 ,� I �\ , �­, , �� , - � � % � � ,� ,,,4-,--,-. �,,� ��- � � \ �� % �, % "I , � ,� 1�1 I I _-L-2, \ - �e ,� ,,� , , L� 0 502 27 .. .... V� � , , , , -----,r------ APPROX, LOC ,. UNDERGROUND TEL, LINE PER UTILITY1MAR-KOUT � 11 - 0 I- �, 5- I I , .\ 'p, I , 1 I 1� -,----- 1�� __1: �1� , " Z; ,\ V 1�, 1 '' , I t , � 1, y , � " ,, ) , - . �? l0vt, ,e \ " �� v­'-4 , , I I fq, I I I\'i" I I ,: � 1 7 r � �,� ,,�.j ,4L - I 11 _r -- I � A � I � "' " , -� �,,, � , I ke� I I �, � , 1� % --- , , .. 0�g �, �, k , , �� 11111 ) j', , I ,� � -11 , 1 7 , I I k , I , � : `­t�' 'I - "') 'f __� I � , , ,\ I - -�,` , v , � 1�_ k , i , �"\ I l �, I" , , � I '11'� � , 11 � k �, I I 1 .. , � I . - - ____ ' -RGROUND ELEC. LINE PER UTILITY MARK,OUT I 11 l � 'l,' ,� I - - 'i ,��, y ,f § " , -� 5Z - '-"N�. ' ' �ii,):,�,- . � I I � " \ , . I , , 1k � \ I I - I) � ,5� �e u � /, , ,,,, -, �2Y+ .--k I I iO �, , - I � ,�v I , I � � , � - 1� APPROX, LOO. UNDIS X 11501,5� " 1, 1 ... �, I , I �� I i , , � \�, � \ \ , , - I I � � I , \ �, � - - 'kl I 'A 11 \.., 11 ­ �_­ I \ � I I 1-11 � ` � I I- � I �� � � ,� %, , , , ��' " . � , \ I "­ � I � , , 1, �q_ - � 1. 1, 6 z '01 � � , ,,, l , ',,, � k_ I \1 11 I I � ,. , z , '1104A,0' f ,,, ,� .'_ � � �___­ � , \ I '9 � , '�, �, . ,� � `�' " I -1, � I ',�. 1-11, �­05=5'70,94 1 11� c� � � \ \ - `A 1, �, " I ', , �;, , " 11, \ �/ 1�) � _, � ", , : X�4 YEA" I I 1�t k \ , 11 ­\�, , , '&�[MiI I _7_1 , , I I I V I 1� , � � I \ ','� .'4 �l , '' i", I, I � X-C"'l-e- ", bil I \ - , " , � , I I , l, - X " " � ; I , ,)S=,,56(X,12 ,:W 4' 1� 1, ,1� I ... �, , 11 , �_� _% 'al I S 1, A 51W ml--__�� � , " \ � , " I", 1 `,7 , ;1 I I \ -a-- UTILITY POLE - , I ,- , T, - I ,\ � 0 I k, '�e I IN,- I f-, �, -1 -,�,ur � 1, / " ,`WI) 1-11 I �� I 1 --.11-2 1 ' - I �A,v L1?4414,,� ,� k\', � I A -__ e.% I . - -, , I � asi "tir 1� A �� , _� �,,� , �\ , ,�� " k i" � % , , ­b, ", , - I � F lk4 I \ � ,. �i' ____11 � �� , PUM"'1111 c _1� ��, , W=491, -1 , \ , " / 1� , � �', " I I I � I � � AL 5�� 1 , X - \ �, % I .., �-, I TRAFFIC SIGNAL \� I 11�k I I I I - , \ 11 I " 11 Ij! Iz�, , I , 11, "" � 3, \, O�,�f )�.� .11 I � I I � � - I - 1 0,8. JAIJ, r 0 -, � , �, -1 I D. � , I , , i l � , ,�,� �, '11, I "" " � , z -4 - ql�q ", , - , � I - - I, �0� "I k ,\ , ,/ , � � .'\' i 1, X, � ��, ll� ff .valy; m \ i iv, , - 4!i , \ � b. mt I X , 11, , , � I I l - , z ­v 11 \ I I ,< I - 1, ,� ��, z I" I CZ1 I I � , �� " �'. , I ,, , I I I 11 , � I � I - ,� , �,,� \ � � I I 1�.� -,,,. ,� / J�l 10 , - l) . ­ \ , " I I - �, ,�� N. � \ 1� � �, N-x \\ ,�� , 0 .N1 I I \ \1 -"e I ,I, I ,& � �,\ " I 1, 41 I I'll � V \ i , I � � 1_1 -, . �li "I'll" I - I , , "I " ,-,-- � 1� \ i '.:;;411;11, - a f � lff-­125' 'j J11- � \ " �,i, I , � � � � l �,, ,� MONITORING WELL . - , " \ �a I -SAORY 1 'v _1 . lf 1',� � a , , \�,­ " I ­_______ - b4l, I - I � � I , , I 1 &16f56 bistAk , ,,,, , �, I I - _­ ,,,, �� � \, - " I �� L11.9 132421 ,"Y6 41 1_,­_i \ , NN �--�, , N \ - �, I LIND15 Op &Off bUtA*'G I " . I \ , __ I , 101 I I - I I \1 " � \ ­0_ __ , i 0, \ � ev \ "I � '_1 - NAP # 5 _,_� �' � � --- �_ � \ � 0, - , , N ,� A� , , 1, � � 1'� ,( _11� 1'_� " , � - _11`�,Pl . "I . y , �, ''I �1� I l, , 1� : , , A, I . _11. - - _,!�, - � , , - � kl­ ,� , , , , - , 4 l I A0, � � ID, " - I , � , A� J ?f:)i a ELECTRJC METER 11 z I I "I a 1� r I \ i --- � ; � , " I - �, �, I , - - --- � I 'i 'L , , � - - , �� " � � , , , "' I I ZWK-f7l ­X ­r I I -1 - I I � I r "I I � I lk , T. mi a4,+', /,'� , ej (Yf1MF1L,,A, LAY -I ," \ � 11 " ,,, z'a"'. �' I 1, - - - ­- - I , , � � , " ", I I �� -,Nt '� -,, ,�,, ,j--,,, � ,", �: 11 � � 1�1; I cz, I 11,11 PU9 PArf&f I, - �, �, �:, �1,j��110' f"I'w��,?,_1,6z, �l I G - I7\�,, - -<-��, , , I I x'-4 , �015,', I / � � - � "I - �__ I I " � l, �, \ I l� � - DI? IMPG 619 , , 40 SF 11 I , - \ , " // ,'� , , " " , , ,4 � "., " 1, ;\ , ,�,�, 4' , A \ I aw,-, 00 N � �' _� - lb 12 b, 1A, / A _% '\ I � ; . , �, )[9111,14 PIC J49 SANITARY MANHOLE 1, r , � E ,\ I , . I 111��,�'111',l�e � _� . "'v , , _. - I 11 � A"" '54i) 1, 4 1� �, , ,59, 'l, I � � , , �7 1 1­1 � � I �� � I I � � � 05 �' , 1 4, 0 :pz - -.--- I - I" � � � , \ 1'�, I I , � I � - - 7" -ORVER - � � ""I , 1 11 , I I , , ,�_ 4 I N l, , I , . ,­ v � I , - , , � � " , - 1, 'I, , " , , - � � , <,q, ­u , ,,, I 1 I I , I , l � ­11 -, ,\"\ , ,\,"', � ,�) , ", ,,z:, , ,,�_\ I I I ?D IV , t , N \�, � � ,,� I ,% I , , " ONVI , - , 1� 1 , , -, - , � f - , c / lk" . , , 1 i "i, l'' c ", " �, ; I � �". 1, - \ \ . ', I , Iry i _,�pl �� " " y V " 1 4 �, ,I " alvy 60, y 11L)"i IS Z Y"Iy n ,,V, -_.��, ... � , 1, t7 ��z , : I �' STORM DRAIN MANHOLE, '(,,!�_ I rreklgcul I I "'?, I \ �N -4�1 " ,��'� I ,�', 'I C-�) ' - �, " I 1 ml­"�J4 I, ,,,c ,,,,a,-f,l ; ,/ .1 I I � , � - , , , \ , .. , �v 'A / 11 11 I ­� " \ I � V � "� , ,_"V� 1 �,56u, 11 � i - -.1 _x � � I I � � , , � � ,,- " \ ,-, , / __ '[, �� � � , /, U - , ,, ,,4,RE+ � V-�, o.5 v \s F oR zzv 4,1 c . oujif) , W , I k , " e 'I" I \ , . 1�, �11. 01-492W I / � -��. 11 11.1 I fir", \ �,, '1� 1, � i , - 11 , I "" , / 1�1' \ I . - � I " 1- � - � �b,\ , , , I I �\ i, lh%� I , , . , , � ) -+1,61f, z'R'i ,I 4a�' '14, ,�,ff�, 'r I , � I - . � � I I I I � " 1, 1�­, ' � S '11%, , . � I i I I I I I � I "I 11;� '�� - �­�4'___1___1__4_,.4, ­1 t - �� � , � , 'V � fc- - � , , � � � , " ,�", � , �, ii, � Z'� f � U 37" 9 ... 11 fR) 0 ,� -141?Cr L A : I - > 11 ,,I I \ �,,, / I 121 `�* 4 / // , , , Oy­ ­f' it, e , 1, � , � � � ,� � �,\ '\ , \� fl`5 J 1,� 0 � WATER METER , / I I , - I I 4J 4' ,� 1j. -, � � __ �� i f/ , 1--, - `� \\,\-, ., ), � t wv,��j - a- - 0_1 I I �Iff� I 1� "I I N ,, O.R ,W42 kt;� 4, , ��-e, " I � -p IPI �, l I � -- , , 7 o ,� I ,�,',".',' t ,� ,./ � , �, \ I �, 11 _­ % � , I � ` 0611Y � , , ,",b,1, - I I 1z I '_', - � � ,� ',�ll,�\-'��Ill,"---S7��"38'18"� IM) , , AS METER I I 11, 47" - >< ,\\ �� . ... .. ,,`,'�, - 7715ZU , __ , , �\\ � "I All � , � � z 'I� , � ; � �� i _61/i � I r, z - It � I 'i I " k \ � 0 1 , 10", , � ,� , ) \ I ",4 � , i 1� ,,,, X, �z I", : �, I � " "r , - 1�1 ,\ / ', � , I , � � , , ,_ , , , , b 1�\` - 0 &Z!8v z 42" 5,10RU DR4016f v I � I , , I \ � \\\'_-, ; , dawl) V V, z , I'll, N, C, , , sf(141 � ,� � tv / I ,,, I V � Iz k, wvs�(,_ v -1, _�� ­­ --- -� I I � � 11" , i�, I ,I I , '�, I I P, i � # � I-' I ,�� I , , t_ I 1w I "I 'tf I � I l � . -128,37' 'r- s0v'h 641vvs '11161r \ I �, , $ 11 E45EVEW ____1 , / §11, 11, I \ _vj- ��,­ � �, , \ ,� ,� 1 _114- SIGN , ---�- � 1k 1, 11,� � , , N�\��. , �__ I -�' - , W TE #w-4T , "",-r- 1�/ Of � -----4 .1 - 1 7z, +A 26 Aw aa 'J242 Fr, 490 54 1 �_ ' W­W 6' ` " � I I � ��" _.-,- I \ s I I � 7 1 1 1 1 " I v _,____,� � '�l � 'w -- .11 . ­1 I - - - # \ ,*­_ t, � i,,,� �\ , I , I , , -� I ,,, � 1� I Z::-� ' - 't7 '" 1z 1w I / 1 7 , \ 11�1 11 I , X% , �. 1, 0 BOLUARL ,�� ,80 � 11 , =,V1,0 - I � ,I I - _= � - = I" _� I \ ,�" _­ -i­50 -j A I—," I If--,, " F 6&vh , /Ovc', I . ",',�� \ W � I t oi, t ,41 , _Tn, A. WY A- ' 'd / , N , ... .. ... "I'll 11 � I I - , - I I 7, " I : ­ , , � \,­ " � - I I \ I . X ,( I lkkl� $� I Ij III I I \ I �,l a I 1%l-1 � 1k - Z­ A ___:��, , 11 � q I , `, ��, � A I L�l t,q 15,��, Vt;. 45Y \ I f , A , Q/ - ,� I / 111. � W-4,0Z 10 -1 ca1c, , 1 - , 1� " I `3' &P A, '7 _"ky 9-- " I , � � � I � , �s � 17 - _` 11 II A . Z:t�� ,\ I X �. 4 , - I I ' lh/� ,I I'll, I I I , i� �' - " -,,,-- \ , 1�j I , I , t I - W , 50q t, il ,4 1 1�� A, : ", " I � ^ 1, '�,, " I _____v I - ".. - � I I-, .1 �4,2'��h I'll, 11.11- - I 11 I I I I , , �/ I Z ,V.�, i , , � I I '11� i k�l "M �110_1�1i�1_11' �, I - I I I � �� �' I ____1_____ METAL GUARDRAIL I 1�,� I � I . , " I \� ,, - i ),�,,�Kl* �ALI, "I � kz � I ", I & u, , 11 - - � I I , 1?1 I � Af "I 1 I , � I ,AV � , � Al � , "I I I I =__ " " , ) : \11 � -lv,6, ;z", l �� . 10 _� � -.-.--,.' 11 - I ___ " C"41 ul �7.� IR - -'? , 1� , � Zc ..... . Z -wr, t - ,41�'r, ,? , \v !w/1 AW -S., ,:;_J� L&-xvv t I , 1, j'? � �;�, 6"I's# 'PlIZ, 45-0 � Irl; -- 8 - I I aao'- �,� z � ,`� - -IL I---- 1____� -,+,h le� � 11, � )�, , , � , i 1. "I �, , _____ I ,`� A,l _5� , L� 2& : 11 iq - I "", ��v � I ), 11 - I ,� iO� , I ", z I � , �, I �,C;l 1, 't ,i� , , I I f 11 , I , - I - , 1!11 I I&L , H , \ I "' - � I \ I IV A 49Z 115 � ip � rc , , I - ­- nf;? 11 ,7-��427' �, z I , ...... I , " � __ I - � � , j, , , ,�I, �, I I - I I I , _�,,�, ,,- ----A I , -* ,t­ '5; � ---- � ,'.,--, 4i'l ii � I "I ,%, " I I /,, I ,� - 1! __ - - ­1 ..... ­11 ir, �j , ,,, � - . ,�11 I 1z . I . . _e - ____ � NA_ /r, '/' mf ;>� 4ip _', , z ­ , �, - - . - "I'll, - I -`t-". V i I I I 0e 4,114 4�,�_ - 'I-) _ i /' 41 i , _-, -, " ,___,� , ­� �'-­ "` I � - - �\ , , a 5 , y \11 ,� * V7;� '_'___.._ --- i- , , ��'IIA 4,'____ T7� ,2, : , , �4� 1 lb � 1, ��t,,_ It' I - _____,*­__­__ PENCE , I \ �� KW! 18 ,51 ,\ , G 5 � A , &�, I , I -, W 4fid-i - 1W 75 1 111:"_­, _­ �_", I , , _111111__� �, -- - ,� 7��,� " I V� , , , I I I - , , �� , , I I I i _,V1 , I _0 , I � " ­w­ __1 � , -1-1 "w - 'go " -, 0 �_dl 1 �_,_ �� , " bAvv I \\,�� I Iz 1�1, e,s* - , Vz4w, 1w � �, 11 _�__ _ �� ---. _�___, __ I I I " 11 �1111 :, I I � I , � - ,j I 11 - �­ D f \ v r- 49Z - ,_ \ - - - I , RN-60 10 , t R=136&OLT (R&M', __� , �,�_,_____­_' , 'I'll"' ,-­�� � ,,, �� "a,� I e - I .1 \ ,III , � I - . -, , - -1 I -, I � T� ­1 � 0 . , �,�, % � - < Ill I __ , I I I � - I A,, 66V� __­ " -,-- , � � I � % , 1�. � V �,'�f �� ; ...... --- _i, , - __ �.5,�� LANDSCAPED AREA I 1­1 _1__ - _�, I -' #W A=4906 I , " V, I-, ­_ - � , , t - __ I,--,"- - --- ___ - - --- - � 1�� k \S_.,:,_ �' 62 �� -, .." , - ­ 1- .��, 41 � `� f L\-, _' d" 1__� - ,_ 11�\\11___ _111� __ - 40 I , e-­ �, --- - z i, I 1 ,'4 " - ----' ­­ ­­ ____007�53',, ' (R & V _\\\1\\\.__1 1�\_11111\11__ " - - I , " - , � - ___ I _,:4: I I � ,,, 'i �), � , �,, 4­i� - ) ." �\� _­ %,!�#i_ , ,--u?A r1c 21 & , - TV 101,15, I I / -", - _,�_ 11�� � _1 I 11 � I '­­ 1� � � ��W�111_1%111 __u F �,� 1#01 0-0116107 , 0 - "ItV I I - �, , , � W. � , � al . ' i V , , , - - . , - , ­_ , , l' I � ..... . " I I �, _, � I -",;, _- - - , I �' 'AM , - I I � 1-1 '--, 6,' ,%V! 14 kl., __ , �_ , I _-, '� -Ak R t6t, I .f i , �, -------- ­--­ _q ,� �r__ . , 61z 1�0 -- -_ " " - 111­ i �% z -).q - - _� 11 - 11 I 1 '4-�­ - t� ,�, _�_ ,� '' �,, 1_5 " 11 " , -1 "' � ' I - (:­ �, �,,p �� � I -, I , AREA LIGHT ,_ "u-, .­�,',g, Lc�,', 4N"­,�,- - - , ,\ , ), "I, (il ------ 14;� I , �, f,I! h - v U __4L11 - ` � __ � ,�t.lq , 1�� >i��', � " I � ,, I I'll �- L- 188,0V R&W I ____' - - -, � - -, � - _N " - 5R 'u6" I v I - " , I , ,'� " ,\ ; --dr W � � I 11 __Tl \1 k�t�:n­ -A, I - ��� - -- Is , �; ( r � 1 � A' ,TA7fX;1,Nf t5f ,&Nf )"� � j 1�� , � . I I ", , , � , - " il f J�_� S, ___ �,, - , , --' mtv luj/ z OWT hWIT-%\ f j , , ' - XCAW K . I I � I � � � - I ;- � �_�",'_'i_�,,� , SNMI'Ap --- ��� N - � . � ly A� I - ___lG?A � , , i / � � i? z � �a, A" � _� , � I . i�, I I I " 1_0 I ____ 6, '01-22 , " I&' hva'f ),! I " , �-, : bs to/-$ mis : ­­ ,a'-,,",` ,11 * 1, I - - �, �0091` � ) �N 1, , I " � 1, I I-VU 1, ,,� - ­6,�`,k' I' - S, ' I , ., � , 117, 1 ,­ , �4�,t!�6 , hlhv�lwl, - 49 1,_`__\� ,,�_a, AM'd "Irl-0/1 , 11 , I , I ,��,�'.��,­ - ." t � lj I'M - ,� I -1-1 ,14 , , , \11 � ­11Q 11`�' -4p. I= 't a "! , - � 6� - I - �, RAOSRA 90, \ ,­ <, "I , I _� , X " CLEAN OUT .1.1.1.11 I * , 1\� A.T'P 01si"'C'Mr, '� I ___ el 16v'�, a , (16 `HB=N01'47'15"`W R) "I -,,� � \ - ------- A, ',�� , , I'll I- ___ no I , - �,____ -I\k\ xv= 14y'd ,14 11 , , I 11\1 "'� "� __11. � _­­ - - - 7:;7- ,­­: -,',' �­ I 11�; I , ; I (`HBt-NO3'32'06'W (NI! ,,� "',"Ifil" loi? R11," "?r,l 11 " � �'Vik,m, '. I ��i� t,�� ,0,w__-;vd 18, \1 ,"'/ " �'----ablr, &f V =,50`2_21? .1 , 41 _ __ --I',-- � � !_,Oir�4 61� , \� - �' ., -, _____ ---`� ,�, , I \ 1�' , I,-, 11 , 1��L - ___11- - 1111-`_ 11 I 1, , �' , , I "v , 1 " � , I --�__ � ,�__11 _111111-, ----- ­ , ­ � __ I I I � - I I \1 - " - -1, 11,�Ik 11-0 '" � .�, ) � - --- ---- - � �, � ,,,� -�,, 1',�� '/� A �L , , " - I - I I I '1� � I I " ,� � �­ - � '10'�� : '5� , l"-' � "I - I I � I 0 I �, i _ PAINTED ARROVv'S e� - " I 1, 1 �11 1\1 � I '�? - ,F!, '. , , - 4� �_,,, - �gI I 11� I ,',;, ,;`�t",7'-; -::,n�,� tl�,,�\ ,,�, lyr 54111 1, 8_! I \ �\ " � I ,I - "I z- �, "I'll I I up ��v - -'1�'�l z,' r k, � . � � 'm __ ___ __ I y, �,,,` ` <�`,��, - - \ - I _�' � ". WcH \ I I �,�, �, I �, I I P i� v - - - - I -1 -11, ____ "" ceg-�-,,� \,, , ,\ ' %��- 5,y, '17- " 1, , CHD=18" ' (ji ---,-----' A ­ � -1-11 \ -1 - , , ,--,,, ,_�_ , I I A- _,� ...... � - -,,-- - - � _, , I - \,\ " '' ` I 1, � I z , I - �,,,,', " = " I I 11 4�1 ,, "'w"V/ .�_�,, � 11 �, �,' I �� ,_ - z 11 I 1� -111 'I', 4, 'i�� , �- ­­ 15" CX,Aff 669V ;V/;" GUT,r,rR , 'c 17101-116 _,�_ ��' I" 'i- - I � � 11 ` .,-- " / V� , I I �� � � I ,� - : " � � V, "I z I , , I "I, I ` . I I I I -, � __ ,� �� _� - - , '�, ; , , � I ­ � ��_ "� �\`, __ � � , '� , - - ,/,�' 11 m� 1 " � l , k _1__ - ___ -,--- ,,--- �A V, ,V __ I , ` \ ��Oh_y"� - ­-, - , , ­111 _,, , , ex - "" , �� , , - - I'v , ;", - :; , _1 ,, po'. ... � , ",""S \ �7) I � "I'll" 10' STYA41m' XMV . ..... ��­ � I / \0, _", �'PJT � I � I- I � - , I "I , � , , , , l - ' v I I �,�\ ... 11 I �1� 11 ` I'll " I !: .- - i I , , I , I , DENOTES PARKING SPACE COUNT I - , __ 0� � I f "'' ,x " " ,1 " �& 'r, � 8'. 1242"'K' 490 II I - I -I N ..,___::-,'_-' -f �, , ", � Av - , � . )I r -.-r I _= ­1\11==�=f4- I , -1 " ,I- f ,� I I 1� ` I - - ­� ,,, , \ 116 / 11 I i 1, 'a I � I , � ; ,I - �, I r - , - 'T � - \ LITI L I !] E S' � � I 1, I ____ I I',, ,4, 1 -4 1'\ I I - � ,� 11 , V ­ - I .11 I � "I", " - - I ,q�F_, I 'I'M , I \ I I I � 1� 11 j " t "I 11 11 I - 11 I I "" -i � I � ,� "I, , I ---,----, ... �­< I - - -, 1,1\ 11 -, , , , "', � THE FOLLOVVIN(], COMPANIES WERE'140TIHED &'y DELMARVA Mi.'SS UT0 'T If , I ly-ty1f 7121 1 ! i - -,--- �"\ , ', � % i GUYWIRE "I, TELEPHONE ­ _' 9 �� 15%, I ��' ­ � I "I e ... I --- ,�,, 11 i __ I 11 , - , "I' / , " , ," ' 11 � , 1_1 I 1 4z�_­ - " I � -1 ''I - -1 \ , I'l , , , � - � �1 - -, , I \\111' , , , 1 "I ... � " , ", �, , I , - , " .. . .... i'� ,;J� - ,, 'T , ", , fO n I �:, RIMA w � , I .1 - � �11 - � " ­Ar�,,, 1, I �,;� . U I ie I 52- 7001 �, AHT) REOUES,TED FC1 P,AIARK CWT UND-ERGRo'UNI), , , ,v 1 I _11, " I I �� , ". , , efiv - fa 5,, � \ � �,�, '? + SYSTEiP,u� (I Or, � 1� � " a, w 1, I � I , , � "'N"-I - ___�,__ 04, I - - ­ I I I / - , ,��' I \ , I - l """ E - ,1, � -1 , , i� , , - ,- - "', , ­­ , I - I " Ujo "I ­ 11 I - , , , � " ", - , I I --t - I �, . l�, , , , -1 I _F *5POUPNO U'TtUITY TV; 56V - N - 6, � � ""l- , - � ", " -v , . I , , -�CTING AND S,ERVIGING I HiS Si �� - IFFIE UNDER � % \ I � " �,�V .- __ - ;_ ,� -, , , � � O'�, '' , � AP PACILITIES AFFL I . " - l,�,_ - I _­ , �_ � i,,�S's,;:4L,�_-!�,i�,�, 1, ,m, '!"�;,,�Iz �, ,��, '' � 11� - fli�, " " ­ -- , " I , �' I - , �, "'� " ,,, " Z! TRAFr'IC SIGNAL POLE AGENCY- SPRINT I :n 11h, '. �l� � ­ , � I, I - - � � , " , ,� , =j�;___4 - � , " . ' ' " EOfll 4S R -JE UTILITYCOMPANiEb r v I , , ", I -1,\111 , " � , ,,, - _ I -1-1 I __ � i � I 1 - - - ,�11� - , , � I I - , i - fNrC,iRN'ATf0N S110VVIN HERL -ASED UPON Ti - � , 49- � R,T , �,�, "', - - �, - I I I I ll�� � � - ',�T,�'A' " - "", ' ',.'." 9 _-,'If?,;, r , I _',' - 11 -1 _"' I'' il - I" I I ­ � 511t "I I - 1� � �� lq�!__,�� � � � 111-` , � , � "I �, ,',,',­,� 1 � , 2i�`f, ?PlAj �1,��Qz' � -SS� 2�1 1 HYDRAULIC ROAD � -1 ,,,, � ,,,,, 11 ­�A, � I -cc Ajlff­-�.�� � , 11 " - 11 )_,.," 't'L-, - - I � � ­ � I I I - 11 - -_ I ��; �k __',� " , '1� '­ 11 � - - , . , , " 1� ADDIRC - "' ' \ � I I A9 I ,-', __ ,;� ' -ftS REOUF�'_-, I SEA,IAL Nij%AB[`­R� S1 8 7 2 0 7 0 0863 - 0 0 B , 11 1,� "'l," _,'_ - - , �_�� CHARLOTTESVILLE, VA 22906 RESPON�`A TO N 1 � " � I �\ __ -, I �,-�,,,,,,--\",-,--,,,,��-�,,,--,,- I 4'14��%`�­',`, , \ .......... �, , ,v ,",� , , " I -1 I � I .�O_Jl , I ­_­111 I I ;��_`, 1;�rt , , , I 'OW - I � \� , ,� -1,"""'k__�', � . .. . ... _ ", ­Ie��­ � , f , I 'y w, _�,�-:�; ,,--- � ,\,-, 1, I", , - , 1 4R4011", 1 'e, 11, 1_­ - \ -�.��, , X11�111111_Nll­, , \" ',N-1-1 c-11 I - - "�", " � 1, I \ 11��, - k , . I �g, BUSH R I 11 I , �, I I _�� 11 __ '1�', - " I ., , - , ­ _11�1'111 � 11 ­�, ­­ 1, .1 ,� w4a ca, , PHONE #., (QA) 97, 1-260 li - �� "I ,,,,, , - -,-" �, ,�,� , -�,\�,��-,,,-�,,,-�,,�-""\,�,,-- , �,, " � - ­11-1 __ - �,_ - - _�O` ,� ___ , I �:l , , , - t , "-, " � J_ � - � - � ­1 - I - ,,,,, i ,� "'11,111", "' � I 1'��', __ - � i ': - - I I � � " I , , - ,\""��,,��"I-)�""I'�,�"-""�,�"--"�,\ I I �___,�_�, - � \� , �, ,� , '', ', - - -, 1 [I­-7:::_---- , -1, -_ __ ,;�,� �, 1� � � , �' , _�_ I � z , - " ,-7--,-' ----V) , ,z I �lg N@-,@��, TREE ISIZE AS NOTED) 11 , � "'O'' ; - 4d­ +joFo4,,t - ­�� , �_ �",�_ � 5 � , ,� " , I 1 - "I - ` � � �, , - � 11 \ 'Y , C 1, I )I, �� I I ,� , I - - 1,11, 11 I I ._a_� � ,__ � I ,� - I ; 11';�_­ I - _- - " 11 � i � \ I, � ",\ , ,� iJT4LfTYCO%­1PAN P11-Iot-h�', NUNWER I _ , "I _ � I " z __ -__11 , - ,---. - � i - , 1_�, I, I , , "\ � � , - I - - 12' 1 , --- - -- -- I --- - _� - � - \ � - ­_, � I ----- __ ­ ­­__._­ ­_" 11- 111_,_____ ,, , I -, .4 __ "I I - I 1, it - - � 11 , (­f---7� P, ,,;�_ -.- 11 -Al 11 I � --- - 1. I .__111� , , I __ � -,F '' �:�i _�� )), , 11, I .P�l __ r, I - 11 " 5 \� I - 0,17 , � , i - - __ __ - .. .. � __I�a __ I I � __� , � _'­;��p I _1_\ _� ----- " , ",O\ 0.1;1" 9,5 11 1\ �� , � ,.. " I I I �, _� � A L 6 E MA R L E - 1414 ',I L R & SE V V E41", "-,4 , ;,- I - 41 � . ... __ - - , � �,_,­� I , �, N�l i 1� -I - - - -f,499; 47 , "', I "",_ , - - 11 ��� ''I I 11 - 1717, - I I �i -,-,-, - - - I � 11 I �.. I - �� G 44W�3� 4,7 k : � I � 1 " _1 I " ­rl� I 11 - - -� I �� I, , , "' ­ " _", 61 -----' _0 - . 1,4 I I "I 'S , , ,� , -­` ,�', I ,� ,!�� -�-?;, , I - lD' \ I , � ,� " I 11 I 11-1, , ,��,--,� -----, , , I 11 " _�,,�, , - --, -- - _____-1 \ � � I 0C, ,%'�'ff , '­1 � 6. 'W) - __ __ , - -� .... .. " I 11�,�', - . ...... . � MEAWRED RNANNA - v�wr,IER & ��EWER 4`4-9­7-29`�� , __­­ __ Z, , �,,��! � , I " ", � ,,,, .11,11111-111, 11.11,111,11, ........... . z " I - I _� " REFERENCES: , , , 11, Y - __ ,� " , � - ,1�� ,�, __ _ � � 'I \ \ -1 C �4 1 6 I I I ____ -1, 1 ., __;:� '"'I ", """'' I -1 I I I """, I'Al", - - �, - "I 11�_ � 1� 'F!,Y,' &'4­0�­5640 I - __ _7 " ____ I - 11 , 11 ,a-1 .-A, �11 - - - � :_-___ -APAY I I 14 ALBEMARLESCHOOLSY CONPAUINICAT 11'73�­')� -47' �� � . 11 ,wr' 1, I �,� - �1 - I �-11111' 1. - _ ---- OR) RECORD I ��� 11 ,, I- , ��!c,'?�& __ � � 11___� I I __,-� ,T DESIGN UNIT ROW PROJECT 4 I I _11 , �­ " 11 " h_ �__, - _k l CENTU ANK I , - , ,\, ,7- �� V �,� I I , MAP ENTITLED "CULPEPPER DISTRIC , �- " " �� � " - t" 4- -_� "-, -- ,.,--- 471511TV01r k%1E11_r1qT _� I 6 , "Y - - , ­ I \_11111I.- I , I �,,, ,,� �4­' " " C 11 , COMCAS I' 804-562-38,bl , I" 11 - - ��,=C_,;:�, I'll 1111111111- -,__�i ", __,._�' " ��� --' ,, �� _� 19 , - en29-002-F 19, RVV-202, SHEET16" PREPARED SY VDO,T, DATED MAY *B6, FIBERLIGHT 4 1 01_T:14_02�81`1' �� " I _--- 1.� n _�z I I I - f--: I " . __111, ,�� __�_, I I ..... ______11� OR 112119 $Y �'15 k \1 0 REBAR VVI CAP (SOHLER) FOUND UNLESS OTHERWISE NOTED � - __� I I I , ".-- I . - , - _1�11�_ , - __� - 1 4,941.111-y4- - ______� �� - _ll I I 11 , " -, __ I I I - ___ 1 , VA � ,_ , LUMOS NETIAIORK 804-608-516140 I - - , I �___ - -, i '��_ ,­ ��,, ___, , , ,­ ,I - 11 � t, - �, --- - -"�\\\�,,,--"\\"",\,\\N\,-,---",\\\� 800 ­11--t -A-1- .__ �� - - - I I I ''I'' I I 11 4 ': I ,", " - - I',, - - - , , � , , � I (1WE,5T CCOMMUNICATtONS -233-4237 _:=1 71111* I 11, 1, "' ,- I - � '19 \I 11 , , ''I , , "i Y, , , - I __1 I - ­-- 11 - YA - I - � 11, �, 1 4 , - I �, I - 1- ,�;,�', 11 I'll. �� I'll �� a I NN ? I 703-'21B7-9152 -I- - - - _- - -, I I " 11 - 1, I Q"+'.ST GOVERNMENT SERVICES - - - - � _:::�__�� � I e X _07 t5l 1, ­ 11-11 - I I I I'll , - �� � 11 SEE NOTE 3 " 1 �7_ 1 . -, �� 1, . ­7" , ,-_-, - . , s - �,' �, 1 ---- 0 496, -6 -, �, v �-001 WAY , , - , 11' DOM ELEC DISTRIBUTION 804-6018-56110 � 11 , I , � �� ­111, , .­ I - - -r IF 1, \1 .___ - I - R=895,77"R&M) - kA , - --316H I - �L opW.A "I ____ - , , , , , , 1, � � � CHARLOTTESVILLE CITY -GAS 804-86G-7740 - __ �i -A I - �- '11 I I " TC 491 71 k I , , � 0 - '11\1\\-, ...... I 11\�\._.._ , , 11 I --------- __ 1, 1 6 49,1 21 k_j - " 'mor �, , w", pt X- L-1- - I ok� _�N T,1 gvfq 11 I'll, "I'll I'll 11- "I'll '1� A=005'14�24" (M) �,�_111_�. .4�,,���l.tl-"���"U�l-,�.��ll,��, I�Ialt, ... , \ ,� I-- - - ,L_�__ - - �k�,� I , 0PAIJ I ; ,+49Z 4j � L=811Z (R&M) , I H ER EBY CERT � F Y THAI IF � , 11 ,- `,-3 �- 'S'URVE"y H,V_-' BE-1-N PEF."01RIVIED IN THE FIELD UNCIER MY I 111011 \\\\\ BOMA RY&A41?ML T01 PHIC SLw PTY c J_j, T OP NlY KNC',­VLE[)GE,� RELJEF, AND INFORMATION, TI-IA-T- 111111111-1k .......... �­, ''I �_­__� Mr ms m , I SUP-RVISPON, 'dND TO T,,­fE F, �,�zl " THIS I V' - WILITYP�ANIt,M-k I AR 1597 PC m CHB=N53'14'58"W1 (R) SURVEY HAS BEC-i-N PER!-",),'RPA�1,,, IN ;�ICI\"'(),RO,,O���'�!C,',"�--- v'Wrk CURREN TILY Af."XF'1-QTE0 ACCURACY I Tc I ___7,�­__'__ STANDARDS. THAT THE' PRCII'PE,11 1_,y Llliiif-_�_,,� A,f,,i[,,, RE_'LA r ["r NSHIP OF BUILDINGS ANI) OTHER 11, I U I 11 " "I � C FIT A IN LFriLr"YC0*VANY I AS, 5-11111"S ­,�;fi�'S,QUES-, i'�`r,\dR,'-,',CUES',' , EC-Elv' CH B=N 58141 9"W i( M) I M CHICK-- I 1-j-, 1 I � � Lc(� J11" � I � , ­ : L I: .- R, - E� -1 l- 1, _______1 I t__ 11. , ����� I ��� I'll, I - � ­ �� 11 " I - I _� STRUCTUREIII _'�-) THzE, PF',!0Pf,._'_ T�,, , 0N�-'_4, �,,ND F'� �E I AiN014NOIC, TED HER -ON is CORRECT. 11 ��Il I f_ I , C , ALBENIARLE- �,,VATERL& S[�AIEER � NO RESPI,)NISE ! , it, I : '!`e2?,1 7 CH0=,81,8!T (FAM) "I I I � � ______,__________­­ 11 f-111-1- --­­­­,­ 11­111__11_111____ ___ v___ --­­­-­--­-.-­ , _�_.____,______ --- -------. I .� , , ) WOODEIROOK DRf,!E I � ab G , RI'VAN N A - v,,,,,,%,rE R & SEWER � NOCONFUCT I �!2,tli I 77 i k�,),')1"Avm'Am_,E T I ..i ------.-,----",��",---,------",-�,-,-,-� I , k � ,-". , ," ­t ' h' , � RIO MAGISTERIAL DIS, RICT I ...... Al ��, ­vv,­ :,alczE'l � � � 1, � _f - ",)�_� uo � , _F'�'6_�'0'4 -I - -,�-_+' S-l"RfU CT C, . )f- A,N",' 1', U "' TU � , : ,i'�+,Rjl �NEp_ I I )t� c r , S R, C: R ALLARAqv LF 50-i� LS - CONTAU-'N NW-11,111" vulu ,'q _"m'- i THE OFF-SL-TS S1,40"IAIN A'?,c" !V(,�_'! _106H � I A' � E, ALBEMARLE COUNMY, VIRGINkA - ---------------------"-Z",-"\�...--.-�'ll-I'll"�-111,11-111,� ­`�`-�%,, , , ., � ' i '�if , �,p " - 4 �_, ", IF, I '___­____­�________________ � .� � , � m 11 I I ,� L, ��, �1� ( W_ "q "', 1� _p 11 I I N I IENTI RYUNk, i MARKED �Vvn_l N01 013"'Xic"SE ; F-ENCE,PERklAt,!E,NTA,I.)�.')��-l��'� 4�,'-T' - AL,ij, mowu t . 85S -.1.11­11 ­­­11­ ... I I I 111-1111- ­_­1­11111­1 ­1 � ; ­ ­­-.111-1 WR, ""I t, 1. jq . , -"-,- ­-­---­-­1­­­­j­ I ­_ - -4 z i I � ,�, ­ 111w w I I - � � � ­ � " I , w i" - --'*� w_'v z NOCON9 ICT �,AJLL P,Kl; � V!­�,Lk,.��'r, I _1 z " I iF f__C1f`0ciASr .- I �,T- � �,Z;�- .1 1 '_ I ,,� 4 - - �­� --' - ____ _____­_______111____4__ ___ �, ; 4 - I I ��, li�, �_, 11 2HYRIVE,SUITF 260 � I j,4"­ I" I - 1'� __ ----- -- __ ", _,_ ___ - , - - _1�i._,__ i:;5ii� "I ... "I'll'-- 1-4- ____,__,__ 4­,�, -f. Ito 1 I'll I'll STERLING, VI'fM,IM%2DI84 ___,_____._ ___­___-__ ___­______,��L� � � , , CUK AETS Nn_-!,�',dD?',K ! f',� C� C, ci\l � C_ I �vlmu,, OFDI�V� i � , ", I - I - � 1, I . X I I , - I FAX � -I--- ........ I......-... .... . ---,---- � I 11 I , I - 193109,9500-1017&1W � � I , 11." , "WE sr"taLE"IS, , , �: 4' 1,05 , - _-, I � � , , , I SV'1665 H E , --------- --- r � - 711 , ,17`4 I , �' L,Fi"R 2""" ...... _­­,____,__,__ ____ z - RIBERUGH7 � uW,4KF','_) J�ljvif_L' NOT Vf5C,LCX8E1 � I 'I 1" I,.-,,,- , Bo �j I 11 � ,­, Up S,k _0� I QV1Ez-,T C0k1V,,A0q,!iCATICN 5 I ?ANR�11, E 0 'AlLi Nc1Tc*s,c'Lo,,;d ! i�l - ,JA �Ix � \111 ­111� �1_111awlai_­ 11 i�11' � I '!� I � 1, I 'm ­ � I- �21 It 0 5 0 2t) ,r�., " 1, , : f I ,,� - m, - , _______1 ­­;­ __1_-_111__,___',___,_______1 _____ - ,� �1 F N G I N E ER I N G � %� I i ft-m-, e mm , v �� '41 hfl`5ER\MC5�; I NCI RE'5POINSE V�At.i.N;­, c`�-­ I "I'll, �-­­tl", L, � � ,,,, "r-f", , , 11 I I" � 0ATE -1-11 " , , , � �e � � 110, " , ,,, ,­-, �__ T i CLOSE __ -1c,A",,�'­I!,, I I 6-VI-I-E mi -, - - - � � '41 mik� "I 'l ", '' I .� �.ic, 'N ."', � , 111"� , , , I I I - %, i � .e, � �,,Ak_i -, " " `11 / �` � 11 I __ . " - , , ", � - ��, , I , w �, I` ��,' 4, AUIPNSAAM INENMR A 800� kAk,d 4" 09 ME -Mu wfi'Mpm 14 i a P�i LH'qLR1,k,1;%1K%, R; uu;�,q IJAUI�t, N m.,-MIVW,'� 4M4 PA 11___­11______­ __­__­.__­_ 1.11--­ - --­4 . ...... -­­r­-­-- - � �, I-_ , I - z �, � I ___t___________1________­­ I - �, ��. I- k, 4" - � 1� __ - ... , : `11 J . I "I , 'A, � I � -ASTm11uI1,,-x,j ! NUNRM"D 7f ". _`2 0 1 1 � z �_`W207 k , 1, I --- 1-11 ­­ 111-1-IJ __ __ _ - __ A��, __ ­ � �, _ I ( K3 / 2 f9l 1 7 I I , , I � 1 7� 1-­ ­­­-, , ,� _2 I [�,C)Ivi EL Ec L - --,..--,--,-,�-----------------.- --t---------�------- !% " , I ..... ___ � mp"__ ___ -,- - ____ - - ________V_1____1_______.__ __i, - ��_111_­, I mW'MRVrUN,V� ACE-0-40,14MM ,ACHAKIOIITE�T, mkS_F,If�jIjjc, I � z & "� , j­ j 1, _11,�'�t4 ;�. . , 11 ­ I �',. � �� Ir, ­m. ,,,, z " �F,� ", 11 � ""'i- I I ­.. ll . . . . . I'll �'. �', � , i:� .- � �� ... lw I - � f"', �,Tk �01_ _Rli_,_C,,T�,­�1'1� ­,_`_,__`­1 , N11ARX,11 i '11?1�1'7'1*0117 : z I:"-- 1-10, El C! I& , ,� , I .""!" � - i � 1 1 � 4 1�11 ll v - 11 " ,.. __,_________________ � I , I ) :� , "'. f � ' i CREIR CHIEF � � __ All"%_) Nl-' - ,.y ,_� - , _f 111­­­­­­­.­ ___________,_ _j JAM " it �, , � 0, I "11% '-i - � I E ) UATE REVIEWED APPROVED I SCALE All ,., � 5 - - �-� , wvg ,, 11 A r'e' ?11 1, ,5i L'i ixl�,�o,144 D\' �., '��-_ I I., � -I 4..", � 1117 C-1 .0 , - , -, , �e" IV V ViRGINIA LICENSE[) Lj!-,r,jD � I�RVEYCV'kl� 4, , 'i I 01111"."3110c JO CR I , ,,� , , 1� � I � 1. MAP ENTITLED"OVERALL SITE UTILITIES, AS BUILT VVATER LINE$, A N18W STORE FACILITY FORl LQVIJP-',q OF CHARLOTTESVILLE, C.HARLOT'TESVILLE, WRGNIA, PREPARED BY TROmAS B. LINCOLN, LAND SURVEYOR, LAST REVISED 01 /QJ31 998, 2. NIAP rENTITLED"CHICK-FIL.A CONCEPT PLAN -ROUTE 29, CHARLOTTESVILLE, VA", DATED I 4123/04, AND PREPARED BY EICHLER ENGINEERING, P,C, 3, DEVELOPMENT INMESTIGATION REPORT, CHICK-FIL-A. ROUTE 29,& WOODBPzOOK DRIVE, CHARLOTTESVILLE, VA, SEPQj S036509. 4, NIAP ENTITLED "PLUINABING SITE PLAN, SERIES 03-C� ROUTF29, ALBENIARLE C N ,(')�,', TY VIRGINIA, RIO DISTRICT', DATED AUGUST -�. 20064 AND PREPARE'.D BY BOHLER ENIGPNEERUNG, PC, TRAFFICENGWEERING AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATim (CULPE' ER f)ISTf�,CT,,, ADDRESS: 1601 ORANGE ROAD CULPEPER. VA 22-70 1 CONTACT JOHN LYINCH PHONE k 540-829-7500 AGENCY VIRGINIA DEPARTMENT OF TRANSPtOfTIATION �CHARLOTTE'S\/ILLE RESi,_)FNCY; ADDRESS: 701 VDOT WAY CHARLP.)TTESVILLE, VA 227911 CONTACT J08L OENUNZIO PHONE* 43,4-293-0011 SANITARY SEWER AGENGY�. ALBEMARLE COUNTY SERVICE AUTHORITY ADDRESS: 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22C91 1 PHONE A 434-9?7-4,51I WATER AGENCY� ALBEMARLE COUNTY SERVICE AUTHORITY ADDRES& 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE * 434-977-451I STORM DRAINAGE AGENCY� ALBENIARLE COUNTY PUBLIC WORKS ADDRES& 401 MCINTIRE. ROAD� ROOM 1121) CHARLOTTESVILLE, VA 22S'02 PHONE 9: 434-296­5816 GAS UTILITY AC;ENCY,', CHARLOTTESVILLE GAS ADDRES& 305 41'H STREET NW CHARLGrFrEsviLLE, VA 2201W CONTACT: TO BE DETERMINED PHONE #� (434) 970-321I ELECTRIC AGENCY: DOMINION VI,RGINIA POWER ADDRESS� 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA22901 PHONE *, (866) 3P)6-4357 ��, A , I IIv v , Ap0 i f\ ; 1 - - - - - a , �," 1I , \, -, — , _ ,. o \ \ '\ \ \\ I I \ \ \ \ y'.I PARCEL A APPROX. LOC. y\ V v v D. �'. �'242 PG: 490 15' CITY GAS LINE EASEMENT \ 1 \ LANDS l!l�F D.B. 1597 PG. 302 \ \ \ LOW_FS HOME CENTERS, INC, D.B. 1,573 PG: 453 = \ \ I PID. 45-93A \ \ II ZONED.- HIGHWAY COMMERCIAL \ \ \ \ 1 I I . "11,11,1--,I , ,11 \ \\ \\ I \ USE- RETAIL , . \ 11\ " " ;1, 1 \ . \': \ , z . I I -- ," , I .... I k �,��,, 5, I - 1i 1, , ,,, - "' - " , ,-, , 111 I , . , , � - , , \ , , , , I " \1 , � , , , " .11 , " � I � ,�-, . , \1 1Z � , , ,� � I "I ,�11� ....... \ , ... ^- :,f'/i1L1 1?:;tlt 1t,! 3; \ \ i �P V/RG/NIA . T .L;'_ \ \> \' \ / 1cLEPfIONE &TELEGRAPH COMPANY , \, \ z9j \ ` EASE,+Aq_A// <f '�\ v v , „ CD � v L vyv , D.H.PG 198 y\ v 321� < \ ', , \ 3 , \ ` `•c \ \ ,{ , : \ �V A ry f V v, vim. A v \� A v., ''\ \ �;� v . v �� y\ A•. i \ttt �� ti, A Y; � �t .._ . s "I" A`. '.i ,�: is-';, \ ; - ? : \ e ...... v \ a }.,. 'i �. .. " ..,r ,� ,�-: . it; \' \ - o__ _ .... _ �,::, \\ R �. \. 11. I V `. \ - J F; 1-1111ot _ __ , _w,, .. - \ ., \ o:, \ v: ::' f g \. \ :., \, a, \., \,.. .,. L \ , __ - _ „. , \ ,,.v,, - „, \� �, , t--..... \ w \ ,", }� i,. \ , �. ` ,; . a \ ,, ,,' \\ i \ \ , , :\ \ {p \ \ ,� \ }, y 1.1�A" - v \ \ �._, � e'llt. \�� _ i �, S1'} S y - - v; 4„ V A x :� v �. .A :; - ". v - „-y - ,�... . ,, :. cTA e i 1 '1 t _ �. v!)�' vv l\ - v A c� ��j� "« : , r:. 4/' \ � 1 v I t >:� A \� %�`' �% N ; \" " ��t j �\ v V \ _l - �' �i� 'v - ., \ Y �r s sr - T \ \='i' \ \ \ \< `✓�rt.rnCf' 1 \ r !a _, , F N31 334 (Nl) °3 �I SOLID WHITE LINE TBRr r \ t` \Z\ti\ \\ :\ ; ,. t , ' _ a \.. ( �\ 11 WATER COVER: rTB -- ,.,/ I_\\ a: . ,t ", y _ RZ' s / I \ , I� - -- - E » r / \ \ \ , I, _ I TC 503.09 € Tc �t �. t t t \ / \ 11 - ��` 4. \ / a )„ :501 G 502.55 5 OS \ \ € r\ \ t / 1 ro G, 5Ihvn .57 r_ 1 Z\11 I - \ - u,:� `.., .,..7rv.. �.,�r TG ,.P"�02 ,/ %.-. J,.. v �g" d_ 5; �� -- �:� ,�rQ - ,_ \ /(� .1 C'� \ \\ 5 \ \ , Rv G 5GZ547 / I I. ` € �1C� / ! � I,.rt�R% , \O/ '` c� \ ': \,I \ \'v � ` \ "'-APPROX. LOC. PERMANENJ EASEMENT FOR / / - � - / _ /NSTALLAr(ON & MA/NTENANG'c OF �IGTIA1 ,_\\ \\ eIX %/. 7 2 f \ / m 1�.. a, ADO - `� - 2 BR / /,1. / : BRA eS,�\ i \ r ,. f /f ;. ` r RN 7.01, , ROJbO29 0112 -E19 .` �.. / F, po�E �\ \ / t.. \\,\ , ,."� I!,, - I. TC .5u . -YC v '/ j - } 19 '".., \ +, t \ i.. :�, - -3 -� '- / // 15,0 \/ %.4 1` pit \ �;,�:: j'.�,�.� (g >� •'! .. I Y:: I filWZI% o", Cal t%,1 .:\ ._ \ Tc :sG324 HAND c 5oa 5/,- \ ; \ — _ _ % u 1r'' � z. \ RA/L TBR w 5o/.GB_ 4 „ --- ----- � _.-,�' } t, l- .__ "_._ i, ) L 3,,,.z J c- . ., l�, \\11 \ � \ 1 v i I \�. \ \, r I MCNJ I , ELcCTRIC l ' ' € �7\ t \ \\ \ ; " \ �: ,. \, E ,, -' a. \\ i , t. 80ARD TBR f I - X-CUT \ \r ( J t i LOVER (T Rf III, \ / / , \ tOUND I I -- — ASP s� I - _ PAR - » I ___ >�—L - a, t. E - _ \ pA z`` I° I ' MtNTL TBR , / A A, „\ , \ � � JJ a M, t fi 1 t \`; \ I \ t� �� \ �'� \ , \ \ \a /\ \ ,I,1. ,,. \ __, ", r —ACCESS EaSEME7rT \ ( \ - \<i._ \ \ \ /\�O`� \ , \ ,w . ,r , . \ �PJ-.1 \ \ - — \ \1 0.8 3241 Pc 4.10 �1N�5 F „3 .,, \\ �� a\, \ _ „ \ g / -- �. ;\ ,,,, g� j - \ ,ON61 TBRJ 't , .-�,,- \ _ . - . f.\ \ IF ( , 1. 1:5' tEPCO EA�Eb1E;VT 5.. €. _.. I .i. \, \,\ j�Tr G,#. 7 \} BOX I , \ ,\\ D.S.7054 PG 349 a I $T arJ?G9 f�` i� / 'v z I'lli CANOPY i�,J \ » ✓ate - , ,' ... \ / c' 1$R ti \ \ PARCEL A , \ \ \ o F w. \ jj,,yy�-- ., " °` aa: VVGR y-",-.. - x. -.,r. , <: .. .-_ -.,,. ::- :..; 'gyp wye:y YI 11 D.B. 3242 PG. 490 w _ -"__ 1 hG i \ �,_ ,. o , � , , I d MENU qq ..s<7,�€ \ o� , II 1�1 [� I 1 \ '\. �'�, W ; , , .,,- S71 38 1 c3 W IVl LANDS N F ( ) __ r BOARD } SI()! i00 �UC3i „< \ �,� , �' \\ J \ `� ' .: �. _., TBR , I v . A w r LOWES HOME CENTERS, INC. , , . ( t t <s �... v` 128.37 ' �) iVl y,. ► ;,; . ,, �. / _ i A TC % >.., D. B 573 - �,' \--- Sa285 . r , 1 PG. 453., s .v , �-11 % �... �. o n 502.3T -� v N. r, , PiD. 45 aA y \\ ZONED: HIGHWAY GOM�+IERCLAL : ' - , \ _;, \ i __ __ --_a_ \ t USE. RETAIL L ,,,. >., z .._.. --_ .:., %i ___ ,,r : R=1360'M' (R&M'1 _ \_ — L-188.00' (R&M)____ __ — I CHB=N01'47115"W (R) CHB=NO3°32'06"W (M) CHD=187 85'(R -1VI\-- — —.— c: \\ ! -APPPO,`f 1_OC. PL tk,, 1- 17- tA-)a,fnvT FOif , , \,''° ,, , r I -- - INSrAlL4Tl0 G<IIr Ell/ - SIGN„'l srs7E1,1 )ulL)I[ l\ — _ J vr�or , dr o\ Lr,,, N(I X,..; �CHB=N53°14'58"W (R) F,�,. 11 CHB=N58°34'19"W (M) CHD=81.89' (R&M) ., E E ND EXISTINrG CONCRETE CURB & GUTTER - !-: . _ TYP. SIGN _ CONTOUR -_ LINE SPOT ELEVATIONS _— — . -- -- . — -- ' ----- PROP SAWCUT `m'v"-` —I-L ""[511 ---- b= olv1r---,----- LIMITS OF WORK ------i_()J-------LCI)-- LIMITS OF DISTURBANCE DEMOLITION PLAN NOTES: 'I. LIMITS OF SOIL DISTURBANCE = ± 0.22 AC OR 9,600 SF 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR SHALL DETERMINE ACTUAL LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST, NOTIFY ENGINEER IMMEDIATELY. 20 10 5 0 20 1 "= 20' 11 \ 5200 Buffington Rd. At/onto Georgia, JOJ449-2998 e 0� -, K,Wvvgiwr,t: e!M allbefbmyoutt . ALWAYS CALL 811 Its fast. It's free. It's the law. REVISIONS: MARK DATE BY MARK DATE BY _ MARK DATE BY 'I XL DA O I V JOHN C. WRIGHT y Lic. No.046960 01 /10/20 e� �sts �G �Q % 0 3 \,U \\\" }�. 1E IL s LL �\`1. 1-40 �oo\"IT" 04 � �v W a � W io \po zrr2 Aa � �=z � � a�\.=��\� ����tiW� r x J° lffa'' z1 a �°� ;a Q n M 1 \ 1. u., Clz - a 4 \ �\ s 1-1 M B 0 H I-, E 11- I 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 : 01/10/20 DRAWN BY : MEG CHECKED BY : JcW CAD ID ; SSP-0 SHEET ' cm 1 ■ HAI6M 66505\DRAWINGS\PLAN SETS\INITIAL SITE PLAM\/166505-SSP-0.DWG PRIN I-ED BY: NIGIBSON 1.6920 @ 4,31 PPB I-qj( SAVED BY. PaGIBSON v� ;r J O L- PARCEL A D. S. 3242 PG. 490 LANDS N/F {12 LOWE'S HOME CENTERS, INC. D. R, I573 PG. 453 PID: 45-93A ZONED- HIGHWAY COMMERCIAL USE RETAIL R=1365.00' {R&M -- L.=158.00' ( &IV1)---- CHD=N01J4i'1�5"W (R) OHB=NO3°11;2'0 �0°W iM1 H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505-SSP-6.D1JVG PRINTED BY. NIGIESON 1.09.20 @ 4:31 PM LAS I SAVED BY: NIGIBSON �-� VIRGINIA TELEPHONE & TEI-EGRAPH COUPANY EASSMENT D.B. 320 PG 1.98 t� cr " \ Z APPROX. LOC. PERMANENT EA,SEUEN[ FOR u, .� \ ' % INSTALLATION & MAININANCE OF SIGNAL SYSTR DOT RYJ 202, PROD 16029-002-Fi9 tl_cV.=oU7.ly `° e," �LAPPROK LOC PERd-IJNENT 54SEVENT FOR . i I RiC! �T VET `" INSMLLARON & MWNT SNANCE OF SIGNAL S'YSTEY Q0ILDIIVG _.,y, �r DOT RN-202 PROD J6029-002-F19 \ ° ...y... �,«,,.. �, T ,^,,,�.,.�....�t� u > , -V w > ` 2= �yr-c , a• Fry d �" � '1 �. Z(_)NING INFORMATION AND N0TES: ZONE: HC (HIGHWAY COMMERCIAL) USE: CHICK -FICA DRIVE THRU RESTAURANT MAGISTERIAL DISTRICT RIO BULK REQUIREIVIEN FS: MIN. LOT AREA MIN. L OT I RON TALE BUILDING AREA MIN. BUILDING SETBACK FRONT SETBACK (EAST) SIDE SETBACK (NORTH) SIDE SETBACK (SOUTH) REAR SETBACK (WEST) PARKING REQUIREMENTS 13 SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA. "PARKING EXCEPTION APPROVED, SEE LETTER ON SHEET C-0.2. MAX. IMPERVIOUS AREA OPEN SPACE (15% REQUIRED) 3-11 E PLAN _;SIGN NOTES & KEY PLAN L.J DIRECTIONAL GRAPHIC p n DRIVE-THRU GRAPHIC 0 (_2MULTI-LANEARRO\1\1 1 3; NOT USED PAINTED HANDICAP PARKING SYMBOL6C40)- STANDARD PARKING G STALL (TYP) E G� DIRECTIONAL SIGN ;GE ALL SIGNS i'vIUST CONFORNI TO MUTCD LATEST VERSION NOT USED rA -S Fa rTc P4 L-P] HANDICAPPED WITH PENALTY (TYP) (;I t_JJ IJJE D i)i�I'\VCE- cTLCTI`1l'\-LJ,'� —TIiIV S NOT USED ,321-F�iEiFi -Fo %Pti E3^v+_'f-"-SrF F} NOT USED C�1. "O-�TE_yi Y= T NOT USED LF] LEEFT-iU1 RL�1 W412�"- V,_M NOT USED Eta W-7DE Tr' + CT.osS irS �} NOT USED � J "i36-P &_F-Eff- GN ral (MEAL DELIVERY ZONE" SIGN Ed HANDICAPPED RAMP WITH FLARED SIDE C-4.0 Ifl EIV1PLOYEE RAMP (10% MAX SLOPE) Cp [-9'I PROP 370 SF± BUILDING ADDITION 10 PROP 20 SF± BUILDING ADDITION 11 TYPICAL SIDEWALK e C-4.0 12 18" CURB AND GUTTER - CATCHING 17 18" CURB AND GUTTER - SPILLING G4.1 NOT USED 13 RtL6VElbil3ijPT=rFB�=ERT3 -18 1<( 20 C BOLLARD :.1 �-4 15 TYPICAL ASPHALT PAVEMENT SECTION C� 2 If PAVEMENT EDGE 21A NOT U-3ED (1 r111 FE PPhf £v f_� C�4.2 `1L1 CONCRETE PAVEMENT SECTION AT DRIVE-THRU F19 HANDRAIL G4.2 I2 CROSSWALK DETAIL C .1 ;3) -F DRIVE THRU ORDER POINT ISLAND CURB )' SmvCUT _)a_I DRIVE THRU DOOR, SEE BUILDING PLANS -1 RELOCATED FLAG POLE 25 OMD'YELLO\ti SAFETY POST ("i5' O.C.) �2o TIER 3 FACE TO FACE ORDER CANOPY (SEE BUILDING PLAN FOR DETAIL) TIER 3 OUTSIDE IME.=;L DELIVERYCANOPY (SEE BUILDING PLAN FOR DETAIL) l j CLEARANCE BAR ( \9` };] CASH PAC! KIOSK 1 TYPICAL ADA RAMP AND FiANDRAIL C4.2 031 BIKE RACK ON CONC. PAD 41 C4.4 32, T EMPLOYF-E SIDEWALK [3 3] LANDSCAPED AREA SITE PLAN NOTES, 1. CONTRACTOR TO PROVIDE MINIMUM PAVEMENT SECTION OR MATCH EXISTING SECTION, WHICHEVER 1S 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 LOCATIOI'l OF DOORWAYS, UTILITIES, ETC. 3. COi'ITRAC%iO i SHALL INST!-`11L 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 EXPAIINSION JOINT BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITti BOIL DINGS, CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS. LL E G � ND PROPOSED CONCRETE CURB & CONCRETE CURB & GUTTER GUTTER - rrP.SIGN DEPRESSED CURB----------------------------- TYP. SIGN �- PROP CONCRETE SIDEWALK PROP VARIABLE DEPTH ASPHALT OVERLAY { i PROP ASPHALT a G PROP 4 y CONCRETE REQUIRED PROPOSED NIA SF PROP CANOPY 125' 1283 4,C;14 ,:_F (1,30 saats) L PROP SAWCUT — - — — • — — 10' r32 ':1' 0' 88.0' LIMITS OF WORK i`.y...... C)':r._... ..__......_ 10, 71.5' 0' 22.8' LIMITS OF DISTURBANCE —-L0D---L0D — 60 52 20 10 5 0 20 I 15% 27% 1 "= 20' 8,408 SF / 0.19 A{ 5200 Buffington Rd. Atlanta Georgia, 30349-2998 01 Mow beio , Call L m youdig, ALWAYS CALL 811 It's fast. Its free. It's the lam. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY A Z V JOHN C. WRIGHT q Lic. No, 046960 �ocI, 01i10i2o AL z ooc��o a W uPa 1 a s F u x q 1=4 p oax m - O W zry V o�PQ 8- I I C I N E€ €I t is G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 1/�i@BohlerEng.coin STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE SITE PLAN DWG EDITION 02.4 ❑ PRELIMINARY 1180% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE ; 01/10/20 DRAWN BY MEG CHECKED BY : JcW CAD ID sSpo SHEET C=2,0 NAMfi .�.. •..`..t„ ...sue f..fia''` ~�r_ti; .•�?t� f,ti>`.... 1 s c ' t { .� 3 --- -- -- D t' 4" G 50079 TC/G 503.80 y\ sAll 1'T ACCESS EASEMENT D.B. J242 PC 490 ME/G 504.00± 503.75± f t�111111"Rm p1 4 Z.,' �' . PC - ` t \ pe R=1365.0 ' (R&m) \' o ITC 502 - -- --- —� — — — —g� — r E l e \ ElG 50-1+ — _L =00T°53'28" (R&M) , \- L=188.00 RW ( \ r-IUB-IvOI 4115 lAl CHB=NO 3o 32 06W (M) \, CHDa187,85' (R&jVl)_ t a , L=81.92' (R&M) AsrHr PliS CHB=N53°14'58" W (R) CHB=N58°34'19" W (M) CHD=81.89' (R&M) "-APPROX. LOC. PEWMLSAIT EASE EA/T TOR INSTAL/ i110N & niti NlLjTIAR'Cr OF 516 4t SY5'TEiA VDOT [MV-202, PRO,I j6029-002-F19 I. EXISTING SITE !NFORIUTATION IS BASED ON BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY ENTITLED, "BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY, CHICK-FIL-A, Ii iC., 350 WOODBROOK DRIVE RIO MAGISTERIAL DISTRICT ALBEMARLE C'OUNT`! VIRGINIA," PREPARED BY BOHLER. ENGINEERING, DATED: 8/29/17. HORIZONTAL DATUM:VCS NAD8312011 NORTH ZONE; VERTICAL DATUM: NVAD 88 2. CONTRACTOR SHALL MATCH FLOt/VLINE OF EXISTING GRADE AND MATCH EXISTING CROSS -SLOPES IF ASPHALT PATCHING IS REQUIRED, 3. CONTRACTOR SHALL MATCH EXISTING GRADE S VVHEN TYING PROPOSED FEATURES INTO EXISTING FEATURES. 4. CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH PRIOR TO INSTALLATION OF CANOPY FOOTERS. A )A ,( ()NS`TRUCl'ION NOTES TO CONTRACTOR 1. NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE. 2. 1,10 ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION. 3. NO ADA CI-.IIRB RAUIP IS TO EXCEED 8.33%. 4. THIE CONTRACTOR IS RESPONSIBLE DURING THE FORMING OF SIDEWALKS, RAMPS, CROSSWALKS, AND ADA Pi\.RKING TO VERIFY THAT ADA COMPLIANCE iS ACHIEVED. PROPOSED ADA AREA TO BE CONSTRUCTED WITH STRIPIiING ONLY, AS EXISTING GRADES BELIEVED TO BE ADEQUATE. CONTRACTOR TO CHECK EXISTING CONDITIONS. 5. IF DURING THAT CHHECK ANY NON-CONFORMAIRICE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT. F;VIST1/VG L E (j ND PROPOSED CONCRETE CURB & CONCRETE CURB & GUTTER GUTTER DEPRESSED CURB ----------------------------- T'YP. SIGN TYP. SIGN PROP CONCRETE SIDEWALK PROP VARIABLE DEPTH s ASPHALT OVERLAY t � PROP ASPHALT PROP CONCRETE PROP CANOPY � I L�� PROP SAWCUT — . — —` — — - LIMITS OF WORK LIMITS OF DISTURBANCE�LJ 20 10 5 0 20 1 "= 20' \ 5200 Buffington Rd. Atlanta Georgia, .30349-2998 ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY A MARK DATE BY 0 MARK DATE BY �xUllO� O Z V JOHN C. WRIGHT .p Lic. No.046960 01 /10/20 NAL F s U c T, z l�ary- m a z a a z u \� � a z iv a oa`�xw \e htd r� u H LL L< IN it i IN E E is ` 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 01/10/20 DRAWN BY MEG CHECKED BY : Jcw CAD ID ssP-0 SHEET C=310 H:A16AV 166505VDRAWI NGSVPLAN SEtSIINITIAL SITE PLANVV166505-SSP-O.DWG PRINTED BY. MGIBSGN 1.0920 @ 5:09 PM LASTSAVED BY: P<1GISSON Y CHB=N53°14'58"W (R) CH13=N58'34'19"W (M) CHD=81.89' (R&M) T i_ :1� Y SYMBOL 3.01 SFORNI DRAIN INLET PRO-FECTION 3.01 SAFL"FYFENCE (rS, - I TEkIPORAP,t'Si-ONE i'0 I CONSTRUCFION (ENTRANCE � � C� CE 3.0 SILT FENCEX- 3.32 PERN,1,161FVTSEED ING PS J �S I / 3:3 MULCHING 3.33 -1 IZ PEIFCERVATION AiND PROTECTION rp --SniL SYFVIBOL NAMEi 5LOPES ---------- - 27B ELIOAK LOAM I 2 TO 7% -_— 27C ELIOAK LOANI 7 TO 15% L34D GLEN__G LOAI`u'i I 15 TO 26% '.EGG D c.YlS`TII;�(� PROPOSED CONCRETE CURB & GUTTER DEPRESSED CURB TYPICAL SIGN _.._ ..- CONTOUR Y, c.�. LINE PROP SAWCUT - — — -- — — LIMITS OF WORK ----- LIMITS OF DISTURBANCE EROSION NOTE,): 1. C'ONTFRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGED DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING iMUD FROM TRUCKS AND/OR OTHER E%pUIPMENT PRIOR TO E(',ITERING 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 GLEAM AND DUST -FREE CONDITION AT ALL TIMES. 20 10 5 0 20 1 "= 20' . 4 \ 5200 Buffington Rd Atlanta Georgia, 30349-2998 Jul Call heorq Spa" d1q. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS; MARK DATE BY A MARK DATE BY 0 MARK DATE BY A O Z JOHN C. WRIGHT A .p Lic. No. 046960 01/10/20 `e1�kl E`ss�o Etc, VI H �c n a Oe... ° _ .3. \.._.E ....� .�.. is N d,,:1 IN 11 ?'. R 1 .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 EROSION AND SEDIMENT CONTROL PLAN DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB N0, V166505 STORE #1856 DATE 01/10/20 DRAWN BY MEG CHECKED BY ; JCW CAD ID SSP-0 SHEET C=3,1 HMM1665050RAWINGMPLAN SETS+INITIAL SI IE PLANVV166505-SSP-0.DW1, PRINTED BY: fdIGIeSON 1.09.20 @ 4.31 PNI LASE SAVED BY- lNGIBSOPI EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION: THIS PROPERTY IS LOCATED AT 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA. THE PURPOSE OF THIS 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. EXISTING SITE CONDITIONS: THE EXISTING 1.29 ACRE SITE IS CURRENTLY A RESTAURANT DRIVE THRU AND PARKING LOT. TREE R PROTECTION INLET PROTECTION, SAFETY FENCE, AND SILT FENCE WILL SERVE AS PERIMETER CONTROLS TO PROTECT THE 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. ADJACENT PROPERTY: THIS PROPERTY IS BORDERED TO THE NORTH BY LOWES HOiV1E IMPROVEMENT, TO THE EAST BY U.S. ROUTE 29, -TO THE SOUTHEAST BY A WOODBROOK DRIVE, AND TO THE WEST BY LOWES HOME IMPROVEMENT. OFF -SITE AREAS: NO OFFSITE AREAS REQUIRED FOR EXPORT OF MATERIALS ARE ANTICIPATED WITH THE PROJECT. IF EXCAVATED CA ATED MATERIAL IS GENERATED, IT SHALL BE DISPOSED OF IN A LAWFUL MANNER AND THE CONTRACTOR SHALL COORDINATE THE HAUL ROUTE WITH THE YORK COUNTY CIVIL INSPECTOR. ANY OFFSI-I E AREAS SHALL BE APPROVED AND PERMITTED BY THE YORK COUNTY PRIOR TO USE. SOILS: PER NRCS SOILS INFORMATION, THE SOILS ON -SITE ARE ELIOAK LOAM AND GLENELG LOAM.. NO KNOWN CRITICAL AREAS SUCH AS STEEP SLOPES, CHANNELS, OR UNDERGROUND SPRINGS HAVE BEEN IDENTIFIED WITHIN THE PROPOSED LIMITS OF DISTURBANCE. THE CONTRACTOR IS RESPONSIBLE FOR IVIAINTAiNING THE APPROPRIATE SAFETY MEASURES AND EROSION CONTROLS DURING THE CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENT CONTROL MEASURES: N,IS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TFtAPPIN. MEASURES. T TEMPORARY � aUT S H_ APPLICANT RESPONSIBLE FOR THE PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOiL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. R-2: NOT APPLICABLE. F PAS : A PERMANENT VEGETATIVE COVE B OTHERWISE AB 3 R SHALL BE ON DENUDED AREAS NOT OT STABILIZED PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHEDUNTIL A C GROUND COVER IS ACHIEVED THAT IS Uiti'IFORIM, MATURE ENOUGH -TO SURVIVE, AND WILL INHIBIT EROSION, R-3: PERMANENT VEGETATION WILL BE PROVIDED FOR ALL DENUDED AREAS. PAS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO 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. R- i. .t 4. INLET PROTECTION IS PROPOSED AT EXISTINGBE C INLETS _TS NEAR DISTURBED AREAS AND WILL FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE COMMENCES. IiiS-5: STABILIZATION MEASURES SHALL BE APPLIED -TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. R-5: NOT APPLICABLE. THERE ARE NO PROPOSED EARTHEN STRUCTURES. NIS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDliVIENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND -THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE (3) ACRES. i- DISTURBED i S T , B. SURFACE RUNOFF FROM AREAS ,HAT 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 N1INIMUM 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 PJIININIUM 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 BASIiN 1S UTILIZED. 1. SAFETY FENCE - 3.01 - A PROTECTIVE BARRIER INSTALLED -TO PREVENT ACCESS TO AN EROSION CONTROL -I MEASURE. SAFETY FENCE SHALL BE INSTALLED AROUND THE LIMITS OF DISTURBANCE AS SHOWN ON THE PROPOSED SEDIMENT NOT APPLICABLE. THERE ARE NO F ROI OSED ,sE13iMENT 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 NI.S-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 FOUND f0 BE ERODING EXCESSIVELYWITHIN 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: CON CRACTQR 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 3SiVELY AFTER PERMANENT STABILIZATION, STORM DRAIN DROP INLET OR CURB INLET. 8. PERMANENT SEEDING - 3.32 - ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY IVIS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOW[\] 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 9. MULCHING - 3.35 - APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. DRAIN. 10. 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 - HOIWEVER, 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, Il%IS-10: ALL S-1-OR1VI SEWER IhJI_ -fS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALT_ BE PROTECTED SO 3. INSTALL INLET PROTECTION ON EXISTING INLETS. TI-IAT SEDIIVIENT-LADEN VVA I ER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE -TREATED TO REMMOVE SEDIMENT. 4. INSTALL TREE PROTECTION AS NECESSARY. 5. BEGIN REMOVING THE EXISTING PAVEMENT, CURB AND SURROUNDiiNG DISTURBED AREAS AS SHOWN ON R-10: INLET PROTECTION AND SILT FENCE IS PROPOSED TO PREVENT UNFILTERED WATER TO ENTER THE PLANS. CONVEYANCE SYSTEM. 5. START CONSTRUCTION OF PROPOSED BUILDING ADDITION, CANOPIES, CURB, SIDOPJALK, AND ASSOCIATED UTILITIES. MS 11: BEFORE NEWLY CONSTRUCTED STORM\AIATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, - ADEQUATE OUTLET PROTECTION FION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE 6. BEGIN GRADING THE DISTURBED AREAS AND PREPARING SUBGRADES AND SOIL IMPROVEMENTS. INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 7. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF -THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL R-1'1: NOT APPLICABLE - NO STORMWATER ER CONVEYANCE CHANNEL OR PIPES ARE PROPOSED. STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE. 8. IMMEDIATELY, PERMANENTLY STABILIZED AREAS 1 O BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE N' S-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 9. PREPARE SITE FOR PAVING. POSSIBLE DURING CO'iNSTRUCTiON. NON -ERODIBLE INIATERIAL SHALL BE USED FOR THE CONSTRUCTION OF C .USEWAYS AND COFFERDAMS. EARTHEN FILL INLAY BE USED FOR THESE STRUCTURES IF ARMORED BY 10. PAVE SITE IN NECESSARY AREAS. NON -ERODIBLE COVER INIATERIALS. 11. INSTALL APPROPRIATE PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 12. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, IF NECESSARY. FI-12: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. 13, OBTAIN CONCURRENCE FROM THE COUNTY INSPECTOR THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE -THAN TWICE IN ANY SIX CONSTRUCTION HAS BEEN COMPLETED, THEN: (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIALS A. WITHIN 30 DAYS REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. SHALL BE PROVIDED. B. REMOVE ALL TEMPORARY CONSTRUCTION EQUIPMENT, CONSTRUCTION (MATERIALS AND DEBRIS FROM THE SITE. R-4 3: 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 NIS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE RECOMMENDATIONS REGARDING MATERIALS AND TESTING. \AIATERCOURSES SHALL BE PAET. MAINTENANCF PROGRAM 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 2. NO AREA SHALL BE LEFT DENUDED FOR A PERIOD LONGER THAN 7 DAYS WITHOUT CONSTRUCTION ACTIVITY. 3. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEiMENTS SUCH THAT THE SUBBASE, 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. PERMANENT STABILIZATION: E L ACTIVITIES ARE COMPLETE. THE PERMANENT STABILIZATION SHALL BE PROVIDED ONCE AL CONSTRUCTION ACT TIES SHEET. F SPECIFICATIONS AND DETAIL FOR THE PERMANENT STABILIZATION ARE INCLUDED ON 1 THIS �Hc_T. PERMANENT S STABILIZATION INCLUDES PERMANENT SEEDING, SODDING, AND MULCHING. THE SITE CONTRACTOR SHALL USE -THE STABILIZATION METHOD AS DEEMED MOST APPROPRIATE FOR EACH GIVEN PERVIOUS AREA. STORMWATER RUNOFF CONSIDERATIONS: NO CHANGE IN DRAINAGE AREAS TO THE EXISTING STORM INLETS HAVE F BEEN MADE E WITH THE PROPOSE D IMPROVEMENTS. AS SUCH, IT IS THE OPINION OF THE ENGINEER THAT THE EXISTING CLOSED STORM( SYSTEM IS ADEQUATE TO CONVEY STORMWATER. CALCULATIONS: THERE ARE NO CALCULATIONS REQUIRED FOR THE PROPOSED EROSION AND SEDIMENT CONTROLS. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON SITE AT ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS THAN INDICATED TED ON THESE PLANS S (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), i-HE CONTRACTOR. SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PI AN APPROVING AUTHORITY. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL IVIEASURES AND INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE COUNTY OF YORK. 4. ALL EROSION AND SEDIMENT CONTROL (MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. SUBBASE - , C• n MATERIALS Fr G AND �BA�E M�,TERIAL� INSTEAD �F 5. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AI .7U TEMPORARY VEGETATION COVER. 0 THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR _THER 6. CO OR Q 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. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY B LITY T PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT O THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. 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. EROSION AND SEDIMENT CONTROL NOTES MINIMUM STANDARDS: DENUDED AREAS WITHIN SEVEN 7 MS 1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ENUDE A H ( ) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. R-1: TEMPORARY SOIL STABILIZATION WILL BE APPLIED TO NEWLY GRADED AND DENUDED AREAS ("HAT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 7 DAYS. PERMANENT STABILiZATIOPd WILL BE APPLIED WITHIN 14 DAYS TO DENUDED AREAS WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED FOR LONGER THAN 14 DAYS. R 14: NOT APPLICABLE. THE 'PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. R-15: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. lVIS..16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. PLACED I B. EXCAVATED MATERIAL SHALL BE I _.,\CEO ON THE UPHILL SIDE OF TRENCHES, C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. MATERIAL USED FOR BACKFIL LING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STAB ILIZAi ION. TABILiZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. CONTRACTOR TO ENSURE THAT TI,E: STANDARDS ARE MET WHEN RELOCATING LATERALS. IACONSTRUCTION h. - � 17: WHERE CGN� TRUCTIOVEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BF MADE TO MINIMIZE THE TRANSPORT Of, SEDIMIENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEE rIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. R-17: ANY AND ALL MATERIAL OR DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE REMOVED THOROUGHLY AT THE END OF EACH DAY 3Y THE CONTRACTOR. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. THE EXISTING ASPHALT ENTRANCE AS SPECIFIED IN THIS SITE PLAN SET WILL BE UTILIZED AS THE SITE CONSTRUCTION ENTRANCE AND WILL BE MAINTAINED IN ACCORDANCE WITH THIS STATEMENT. IVJS 18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IZAT ION OR ;A F TER THETEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE n 'I F P F AU THORIZ_D �Y (H_ LOCAL PROGRAN1 AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS R R S RESULTING FROM THE DISPOSITION Ol TEMPORAR E l.IE,gSU R RES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIIViENTATION. v R-18: TEMPORARY EROSION AND SEDINUErEPd J ..Oi+JTRO�. MEASURES WILL BE REMOVED UPON APPROVAL BY THE COUNTY INSPECTORS AND ANY AREA DISTURBED BY THE REMOVAL WILL BE IMMEDIATELY STABILIZED. 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 STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: F A. CONCENTRATED STORMWATER RUNOFF LEAVING JING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR iVIAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF -THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED, 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 ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT STORMWA TER 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 SIGN THAT WILL NOT CAUSE DEVELOP A SITE DE E THE PRE -DEVELOPMENT PEAK RUNOFF RATE _ FROMA TWO 2 YEAR STORM TO INCREASE A E WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT R O 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 STORMIWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITYE ANCE OF THE DETENTION FACILITIES.E OF A PLAN FOR MAINTENANCE THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY -TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO -THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMEINT 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 MANi'•IER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAiNIS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORIVIWA T ER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-M ADE CHANNELS SHALL SA fIS'r5' THE: FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO - - I. DETAIN THE WATER QUALITY VOLUME AND i O RELEASE IT OVER 48 HOURS; 11. DETAIN AND RELEASE OVER A 24-FIOUR PERIOD THE EXPECTED RAINFALL RESULTING FRONT THE ONE YEAR, 24- HOUR STORM,AND III, REDUCE THE ALLOWABLE PEAK FLOW RAT E 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 D OFF VOLUME FROM THE SITE IN ITS PROPOSED S CONDITION DIVIDED BY THE RUN S ON 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 'I, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALT_ BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULA TIONS. 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 SA-FISI=Y -THE REQUIREMENTS OF MINIMUM STANDARD19, 1992 1 I ORGAIMC CH i _...mm._r__ ;r RATL-S- 11 �'� L:T_l_ 1 � 1.;�, ­i�tr _) .i 1. 1? Il 'err l,Cre � Ivlr I�IC_)ii ;1:T, t''s, _ -..- ... .�..�...._.......n- - ..-. 'sf _ _ !f �...., . r i-=a r 1.z.. ? t:<1 "� '90 ti-.,. € ..I I T *x?flCs3vi ..>C ;.� �, t.(,.I1ti 1€i - � Lf 1, '-is. 3't=� iI4.11I ''r i.4.,t€k sxlr.ra i.t:r` 145s I[ (!N'11ititl urn 2 rnattc N'`3tt's( be aaF diors'?l.. 1' to,ris for Ft` „¢4? 's4'EEi tSiLt( f1 I)1ti.t - 1 t '^ ( .__ -.�_.. _ m...m ._.. �___�__h ,- �. _ r ,, �� �tJ Q ,��_;- �� � � _ lTt ,� I _ � € F`� err r1; 1 ,t 1 )L li)ta. ( G , . € �, , r I .. y 11 ______­1_1_F------ Corn Stalk,' R -- C, it Its � ITS.. - 2._ lbs3 Cut oshredded in 4-6 I11 11,se, in fine turf areas. App�y [ 1161114i. E _m __-m_- ____:I t nr�Food C Ji_P.s 41, - 6 toils I L85 - ,J.f ' lbss Free o coa ,�. irlamter. �'F_i.- gI ? sliivt�i itc 3L v'Iial E lly; i S 3 r a i fI[f 1 e r� � �� 1, �. ..4 J E 11�I I use 111 fine ly A -1 €. i 1 e r *, I i _I2 l� sf blo wer, .ivE' .E.fi.- 3 - - t1 ��aF�ca.ir:. (�� . hand. , . Bark Chips 50 - 70 cu. 1-2 Cu. vds. Frt�e of coars,�,, matter. Air- I ds, dry ec1. J use or �C1 �c�c ts..,� in. t`it�s: V J 1 .r areas. ,.1)lsly with Jt ark- li I }Tluicil %:�Icy��.�� , ,.'��#E.J 3J.ifxcair;:r, 1 }r < 1 1 * When fiber mulch is the one , available fnulch € wring periods 'aG-hen straw C' ..k. 1 1 I � lci E . c � 91J crTa�rr(r ��� � � ,(.. 1 ., try. r °l�. i ,._ T ..� s1: / I _ II Source- Va. DSWC - - -R' - I j F'a i i' i .� J .-1 , f LA . _. 1 ( r; 4I� jI k , I r -r I - , J. PLRSPECFIVL VIEW �;;��. . , ,�,.� , . -I ­­,�­,� � , , ;� - f',` . . , r 3a r .. u :f !. 1. r,.._; _ i j r. i 7-1 ,:)_ _: � �.•T __ x_:rs, 1 .i Gr :III6 PE[SPEC(IVL vin'AJ PLASTIC rL_NCIIF_ _._.----__-._..-_...._---- _._...__.._ .. _. S(i'UIR : 'UMi`'iRsED rl_:0HCS, '' D01 MAI) '\.ill) EMIK"f. _i1ANDAI ('t 9 `i r'-F�" - ri rf I yT _ _a: - a �?i-.1 ,} -'y -- T r, -i Y-5 , i as ,f _-J i. J a {- T=_ :I �_ { i � l t.r _ ( \ a. I 1 � , 1 ;E � I I ?v ICI f r a� f- $ T I $f�s (mot � 'P ) ll ) , ' 1 t� .s »l_1 li GYt C? j ._.............. .... .._._ ........__.._. _..._ _.. 1. ar: THE 4(AKE1 2. XCA r IE A 4 t 1., rn sIr H U al srfAlt�It(ME It! ;: ";TA ( .. g,�, F, ( s d,':A, I'E C fl4i i s [,p Ii �iw iI - - s'-,,Y �f c rrta;; 3: 'SfAPLE FLIER 'WENW 10 SIAKES r.ND FXTE110 IT 11'4TO ME TRENCrt 1 eh� �'`11''..l \1 '15-I -,1' E i -- I k - -T t I @ i C ,� 1111 fi ,I . Itil 14 I M iIIII - :}� al "I ,\J A. [lit(;IMLI_ iiiJb CGt:JPAff THE LX.GAVATED SOIL. Ii tr 1j' aa il__ ! r R,li `_O-1 II,,�JJIiri .11� `f EET FLO'N INS-IALi_ATIC)N fHrRSPECi?''J' V11=,6111 POINTS A `SIIOUL.D DE III( TIER I'!-i> N POIN i E. (DRAINAGE+=JAY I11''1STALLATION r. n e 3 r =. sr i �UI_,Iv(lE: ADAPTED FR )Pa TA � . r t`'! AN!) t A )R[C PIL(F.I 1,,, IEI r 0 I PI.�. LLALIC t Or .SIR .� ail+iE JJ t G 1...�r'U.:..,tJ/, a;"JC, .'11ER'r O00 il�'D W`AiN 1992 E ; - Tb i.�. 3..3 L C.= _ - - S$'i'i i4fl9 G:iT Lt'. a' Ji?tTis I II t {£dS:u +:?[s,,•vli$i r?T AR -FA ,ftxal i u5. _r° %!:D- V[il_i.i rt i7J (C agL_l ct_n - commercial or Resldcnti:d l J it 0 lbs. K,c:raw&y-31 rir hnt-TyFs [afl 1,..sl.t,, 9., 1001X, impkf,ved €'er nnial Rynruss 0•5ti - Kentue=:y blugrt s 01 C170 1TiyI'I�' J,).trlr :, {IJ {_L:, ;,r 700:250 lb . V_ ttnca "Ic1=zI , ,)s - Ketitutl y i L i esCLI1' 1 _s Ibs. Reci lop CJra,7, 2 lbs. tasu al Nurse r',.p M9 16_ 150 lbs. Low-Lfalt tea tit-. sop(<j jr Ll_t��)!ei. - K-,aiticky 3t 4 sate i0l, fLy�_ ar4cl Top Grass ') ics. - 3,aLs slat Nur C,lo x ` 20 I Fs. TAU Ibs. x Us,„. „. Scusoti'nl Eurst. C.L.;p iii a,,v.),,!<.m, whh s.rTvCit.Ig ridt:: ax :.;t£C Ci ?b,dww- F I)Tw v :!Bath Through April ...............:..... . 7,rn{, al Rye v t' y Est thralc,sl August l h ..... 1 _ F r 1, 'rlt:h�t . .... . ... .t 'L.U'L U4t 1fth hfou2P %a;i he , .. . ... _ . _ . AlmLl J Ryt _.Nt1 ti .. ... - . - ... I ...... +lmt:-, Rye. S t r .� r+ , rs i I 7 a C 't t _ k aizl ! 1 c. t CL'1'iv .51 J1Ui�: '3 J1 � 1 11 i!, 1- t east l S > 1 I' -:' th;oc r tt_r u I Lase yctl ci _ i r t � � p I f i I of 9 .,i'. I � 1 r1o13 use � lzitc.c3 ns,� , L Fr'lafma is usr _ in Tt.0 of C 1 i s v :tcn, inrr_�._ i, rate, to 10 Lt s.i �,_re. ,iU T_I;tu ,z. n.C,d In F! ± 1J5; jtC,)l) `Yly .*i[3'LiIEeC Q ✓ crrir]> I h to t r yt if F ,rt .i.I l; D r1 .--IG`1' or (o'.<.'na ntenal:4e m!> during wamvtr se Till, periods; �.is1 10-_fi io5 'd�,e is TTID' es - I L.------.--- - --------------.__.-..-------.._.--------_--__- RI- 303 f 3 4': d . :.: I r 1r .1 r _1,, .r � .. ,� _� PLAT a f y. E L i .i t K_I._�nl I' ,L_���� �.�.i_J�, &�� ll�� � L�l d�L� I 3,02N-1 a it `, D{ 5 If1C, f -- fiLhl PIT I 11i .hr _,. r "t -i" �' r Sr-:- C , 3 J ti-7T-tll T� � r�J i !1j t,l ,`l. ,,0 TI0I I AL) I1 FI E_4`/TIN E'rt Tl I ; I (c(,I'I ) `\ I III, f- 41r IE?f;Cn , I' i,T,I. � t ' � � ' X` ,b - is - < b ' hn.. L. Y 1 „N 7 ,r F tr •,_ l , - P' i ,1�1 ,Illl :. , t, n r I L e -- � ;1� { 1. / ? UP,SE 111SIT C IIvAEL \� 10 JI I. -- ' r RE, r Sir! +_nf: ,; I , RE 1 L ' TRi',F'r i ` DD/kE ,1 t2 r r: N, r 1¢ 'I'[!', 0 n f._ AI. ,_. F�; PLAIN '`r/IC1,iV Q RAfi0fJ L- 1 ,IhI. I_ <, , �, _;? , , - .r.: -. q, - i, --- _ �T Yr, ,rya t,�, Z,. /1`�3� r _ti'T`� by <�.i.-`/ .! , y�"yre> '_ ) x� x rt '-'. x.,13 '=.!"\._.. r:l fl. z cC" r tte- 1 _,i s c cf, xr it Il: -S r, �1 '1 t..d'-1 l•.f� I r � a d_�l Lei 1 �l A a . �: r r, r L C 't r r p ij � r r J, z ra , YID__11; � -1 r y r 3, "� fi } , i;'r �a:.rY_ q 3'fi�.:.�%xo�;'. ter_< ry YA ,-4_,_-0f ry r t _ fir,. ' . - t j�.D. .-.r, yt x)q, ;fir s. q -rT _-" ;, ��y , r_ 2-, "LI:aTI`,0NI R--3 ._._____.._..- -------- __________ ....... ------ ____ ....... --,-_.. -.._ _.._.__-_.__.................._---------..__..__._....._....._. aOU,t_.r P�7:,TIC.r rd7�4 _ riJ.)f rt"STANDARDS-FC, MIL , _Iat01 AND-"--,- ,-,, CJNTR L AD VA, DS'NG �, ,t flT- -t + _ � T PLAT= �1 I. &. ajyh' I C } F+ -4 Il i f'tMCIITT 0,1 Eft 18" h111, U"J61 L (121?IN l F.TI) I� -�' -%1 --- ail s _ " ' , E 1 - _t I _fir II .. -, ,- - - ,: 9 ':. �. I - '.� - (hi, `J I FI.EER ii IiMl `�PLCIFIC APPLICATION 1.;I:S fAEM9D OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED Fls3W., TINT: EX[_CTED BUT NOT WHERE f'ONDING AROUND THE STRUCTURE PLIGHT C :ti E,rSSIVE 1aCOPllE"h+.niVC OR DA!IIAGE TO ADJACENT STRUCTURES ARID WNIIPROFEC [D AREAS. GRAVEL SHALL BF '/D;: T3 #Dttj OR #5 COARSE AGGREGATE. ........... _ _.. _ .)tlU�(I1. U/; I).'ddr) q PLATE I : I - F,� 1 ��'� f rr):. 14�1S ! 4y' T \ 11 I ^t D Jl l i'!L ,nJ„ LFJ 'lO ,RG IS I!CE ,;,.,,;, r... ; J lr..1 HUI):� OI- RE.L_ E E_N(,IN(, ` P4 1RIANUUL.AR ,BOARD rE_NCE- CORRE{T TRUNK ARIMORING \ MR01 s 5200 Ruffin9 ton Rd. Atlanta Georgia, 30349-2998 I&- *N „ame` hat"qbelow, Call betwe you dig. ALWAYS CALL 811 It's fast. Its free. It's the law. REVISIONS: MJA^\RK DATE BY /� MARK DATE BY 0 MARK DATE BY A E NLTH O Z V JOHN C. WRIGHT P .p Lic. No.046960 01 /10/20 O11iTT, F- 3 o t.\\�\\�@ W _J ? 6 cI y R [�� Cc�o�I p U a n 9 W y W o=4�6B ao o 4 o w= �5� Viz` fN, aN zqq�5l a<!- - N \ \ � v Pam, oaa �49 \ 1 a H �� V LL_. �w n �� 0 o i 11 �� �. 0 N' f; i N i E R i N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON VIRGINIA 20 186 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 El PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. : V166505 STORE : #1s5s DATE : 01/10/20 DRAWN BY : MEG CHECKED BY : JCW CAD ID . SDP-0 SHEET C=302 HAI6W166505\DRAWINGS\PLAN SETS\INITIAL SITE PLANW166505-SDP-0. UWG PRINTED BY: NIGIBSON 1.09,20 @ 4.32 PP4 LAST SAVED BY. A4GIBSON (OD/ PARCEL A D.8. 3242 PG. 490 NDS 1,VF L OW_F',5 HOME CENTERS, INC. D.8 1573 PC 453 PID.' 45--93A ZOIIIED.� HIGHWAY COUIWERCA1 USE RETAIL KIS, J N31°53'05°"E (R) �• N32°334411E (Im)—/ 125.64' (R&M) 1' 0 Ll 3 ` FOUND ACCESS EASEMENT D.B. J242 PG 490 O PAR. CEL A D. B. 3242 PG. 490 LANDS IVfF 10WF'S HOME CENTERS, INC. D.S. 15,73 PG: 4.55 PID. 45-93A ZONED: HICHWAY C OMUSYCIAL USE, RETAIL '\ R=1365.00' (R&m) _ -�— L=188.00" R&M CHB—NCB 1471. W (R) CHB=NO3°32'06°W (M) CHD=187.85°(RUA\ -- ` PK AIL77-7 FOUND \ �• r- ? — (BENT) VIRCIN11 1-A" � TELEPh'ONF & iE/EGXAPh' COMPArVY do. �"3 i 1 t6) J 1 y d E j BENCHMARK _ 3 E r , . , X- CUT c _ I V t u7— _T OD/ w\Al ;. F I \\ t A el BENCHMARK _ > F S° E. X CUT ELEV=501.19 \ 1JjC I r I i o w A' -APPROX. LOIC SIGHT DISTANCE EAST"dIENT _ D.B. 1038 PC 95 YW `' v l R=895.77' (R&M) ��� ,, i 1 "� ,f ''%'' A=005 14 24 (R&M)° i t !x. 0 t : _ L=81.92 (R&M) CHB=N53°14'58"W (R) CHB=N58°34'19"W (M) CHD=81.89' (R&M) APPROX. LOL: AER>TPANENT 1'ISr9d'.A/T ION INSTALL' RON & IWI 11Tcr1IANCF OF SPMAII. SYSILAI VD0r R /-20? PROJ i�'6029-00.E—F I,9 (JTILI"I"'Y NOTES: 'I PRIOR TO THE IE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WAFER 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 COMMENCENIENT 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 COMIAENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL CON111MENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO CONIMENCEiIAENT OF CONSTRUCTION. 3. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMP/"HIES. ALL STOR1il DRAIN, WATER, SEWER AND PRODUCT PIPING UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH -THE LATEST EDITION OF ALBEMARLE COUNTY STANDARDS AND SPECIFICA _10+`\1 FOR UTILITY CONSTRUCTION. 4. A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND STORM LINES OR WATER LINES. IF THIS MINIMUM CLEARANCE CANNOT BE IMAIPITAIiNED, A CONCRETE ENCASEMENT SHALL BE PROVIDED. 5. ANY SEDIMENT CONTROL MEASURES REMOVED FOR THE PURPOSE OF UTILITY CONSTRUCTION SHALL BE REPLACED AT THE END OF THE DAY BY THE UTILITY CONTRACTORS. 6. SANITARY CI_EANOUT TOPS TO BE ADJUSTED TO MATCH CROSS -PITCH AND SLOPE OF PROPOSED GRADES. CLE,,-kNOUT TOPS T O BE IDENTIFIED AS SANITARY CLEANOUTS, THREADED AND CONTAIN COUNTERSUNK PLUGS. 7. WA.TER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA AND BURIED A MINIMUM 48" BELOW GRADE. 8. NAIATER SERVICE SH,AEE BE A 2" INTYPE "K" COPPER TUBING. SANITARY SEWER PIPE SHALL BE A SIX (6) INCH PVC SCH 40 AT CONNECTION OF KITCHEN WASTE AND RESTROOM WASTE. SEWER SERVICES TO BE 4 (4) INCH PVC SCH 40 AT CONNECTIONS AT BUILDING. WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE BUILDING CONTRACTOR FOR HORIZONTAL AND VERTICAL ALIGNMENT AND CONNECTIONS. 9. ALL FILL, COMPACTION AND BACKFILL (MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 10. SEE ARCHITECTURAL PLANS FOR GREASE TRAP DETAILS. 11. ALL PIPES UNDER PRESSURE SHALL BE. CONNECTED WITH WATER TIGHT JOINTS. INSPECTOR SHALL VERIFY NIATL_RIALS AND INSPECT PRESSURE_ TREATED PIPE PRIOR TO COVERING UP OR PRESSURE TEST PIPE PER COUNTY STANDARDS. '12. CONTRACTOR MUST UNCOVER AND EXPOSE THE CONNECTION POINTS OF BOTH WATER AND SEWER PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER FACILITIES. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES WITH THE PLAN DESIGN. '13. A MINIMUM SEPARATION BETWEEN UTILITIES (DRY AND WET) SHALL BE 12". IF 12" CANNOT BE MAINTAINED, CONCRETE ENCASEMENT SHALL BE PROVIDED. SCHEDULE 40 PVC SANITARY SEWEE: SERVICE LINE @ 2.08% MINIMUM [� RELOCATED WATER METER 3 j 6" SCHEDULE 40 PVC SANITARY SEWER SERVICE @ 1.04% MINIMUM T EXISTING GREASE TRAP TO REMAIN EXISTING 6' SANITARY LIME 'CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TO C CONSTRUCTION. IF INVE17T IS TOO HIGH TO MAINTAIN MINIMUM SLOPES IN THE PROPOSED PIPES CONTRACTOR TO NOTIFY ENGINEER IMNIEDIATELY. CLEANOU I , CLEANOUT TO BE TRAFFIC RATED WHEN LOCATED IN THE DRIVE THRU 16--) PAVENIEIVl ScCTIf�@! 17] PROPOSED ELECTRIC BOX. AND METER APPROXIMATE LOCATION OF EXISTING TELECOMMUNICATIONS LINE, CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTIOINI APPROXIMATE LOCATION OF EXISTING WATERLINE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION APPROXIMATE LOCATION OF EXISTING ELECTRIC LINE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION GAS METER I I PROPOSE[) RELOCATED WATER SERVICE LINE. MATCH EXISTING SIZE AND MATERIAL. �1 EXISTING IRRIGATION METER. f NISI-IED GRADING COORDINATION THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE INSTALLATION OF NEW UTILITIES WITH FINISHED GRADING AND DRAINAGE FACILITIES AS INDICATED ON THE SITE GR."'DING AND DRAINAGE _ PLAN. MINOR ADJUSTMENTS TO THE TOP ELEVATION OF NEVI!` UTILITIES MAY BE NECESSARY. NOTICE: THE CON TRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION ARID DDvIENSIONS OF VESTIBULE, EXIT PORCHES, DOORS, RAMPS, SERVICE AREA., BUILDING DIMENSIONS AND THE EXACT LOCATION OF UTILITY CONNECTIONS. .:1 SJ'A '.__ '_1'.S ON OF BLANK CONDUIT BLANK CONDUIT SLEEVES SHAL.L_ 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 SH11LL BE PROVIDED WITH REMOVABLE PLUG AT EACH END. IAARK EACI-1 END WI T}1 2" X 4' POST AT EACH END (PAINTED YELLOW). NOTICE: EXISTING UT:ILITY LOCATIONS PRIOR TO EXCAVa I ION 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 I_.00ATION iAARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ALL. EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE OF EXISTING UTILITIES AND ALL INVERTS PRIOR TO PURCHASING PROPOSED UTILITIES AND STRUCTURES. 20 10 5 0 20 1 "= 20' 5200 Buffington Rd. Atlanta Georgic, JOJ49-2998 m Call bdam You day. ALWAYS CALL 811 IPs fasi. IPs free. IPs the law. REVISIONS: MARK DATE BY A MARK DATE BY 0 MARK DATE BY 0 1HOp Z V JOHN C, WRIGHT y .p Lic. No. 046960 01/10/20 Fss�o ��G ,."N i v rboo­�� Z _ [^ G 7 ma,\�mal n f) t7 ca W W 'r ✓ a h ?j C z fa U S a w O P, z n 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@Boh/erEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE PLUMBING SITE PLAN DWG EDITION 02.4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB N0. V166505 STORE #1856 DATE 01/10/20 DRAWN BY MEG CHECKED BY . JCW CAD ID sSP-o SHEET Psm 110 H:A16AV166505VDRAWINGSVPLAN SETSIINITIAL SITE PLANIV"65605-SSP-O' DbVG PP,INTED BY: M1IGIBSON 1.09.20 @ 4:32 PM LASI SAVED BY. MGIBSON 3'-0" PAINT SOLID PAINT SOLID \ N} \\ \ Qo m 6-0" 1'-2' 1' 0" V-2" 1 DIRECTIONAL ARROW C-4.0 NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING rj SPECIFICATIONS, SEE DETAIL ,C-4.G 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. v � vVv y S TOP \v\vim\�A,V A�A�\v� :� vyA VvvvVB n CD AR v N v I LENGTH VARIES PAINT FULL LANE WIDTH N \ CENTER "STOP" IN DRIVE LANE 4" TYP. 3 STOP LINE GRAPHIC C-4.0 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. 3. IF STOP SIGN IS PROPOSED, STOP LINE GRAPHIC IS NOT R3EQUIRED. f 1 s INS \ \ \ c `v. \\\ \�\ , 1 \ , , \ , \\\ \ \\ - Mpg 01. gg ; t \ i' \< 11111\11F _ \ \ \\ 1--4"� - 4„ DRIVE-THRU GRAPHICS C-4.0 NOT TO SCALE NO -TES: 1. GENERAL CONTRACTOR SHALL REFER TO 6�4 CHICK FIL-A PARKING LOT STRIPINGSPECIFICATIONS, SEE DE TAIL I, ',/, 2. CONTRACTOR SriA.__ USE ,�I-IITE VYELLOW REFLECTIVE, PAINT ON ASPHALT & REFLECTIVE PAINT ON CONCRETE. 8" DIAIVI. I �v 4" PAINTED LINE (TYP.) 14"RJ PAINTED 4 ACCESSIBILITY 5Y1MB L C-4.0 NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL.-A Nl\ 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. CROSS - 4" THICK CO'NCRE TE % NOTE: SIDEWALK SECTION ION 120 / S INSTALL 1" TOOLED RADIUS ON ALL MAX 6, RAMP EXPOSED EDGES SIMILAR MINIMUM 1% SLOPExL//y !iF (BEYOND) SHOWN ON CURB DETAIL AWAY FROM BUILDING. RETAINING CURB (BEYOND) MAXIMUM 2%SLOPE INS ALL DIRECTIONS AT CURB - LANDING. CONCRETE -I CONCRETE FLUSH WITH s,\ PAVEMENT -�-'- /gg 2 1 I \, , I \ \ \ \. SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT 4" AGGREGATE BASE COURSE 'j„ IF CHANGE IN DIRECTIO RAMP EXCEE EET LIGHT7,f�' I FINISH 2NCRETE 4" CO1 % \ CURB & GUTTER \BOTH RANIP CURBS TO BE PAINTED YELLOW, SEE PARKING N06 LOT STRIPING SPECIFICATIO11I SIDEWALK ACCESSIBLE RAMP CIVIL TO VERIFY STATE/LOCAL TRUNCATED DOMES PAINTED ACCESSIBILITY 4 '-4.0 ONLY IF REQUIRED REQUIREMENTS AND MODIFY SYMBOL ( > LA YOUT TO MATCH SITE ( i SIDEWALK ACCESSIBLE 24"CONCRETE 1 CC C0RAMP RB� GU TTER - C 4.1 6 B ACCESSI LE PARKING C-4.0 SIGN IN BOLLARD BOLLARD 20 C-4. 24 AWNING „ (+ I I I 10.39 a�6 C � a g� P A� �6 U (°\G o a V V 9' 90' PARKING r NOTE. . mac [ PARKING LOT STRIPING SPECIFICATION. [ 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS STANDARDS: ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. 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 NOTAPPLY WHEN AIR OR I 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 I A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINE 3. GENERAL CONTRACTOR SHALL REFER TO CHICK FIL-A PARKING STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE -ACTUAL LO F STRIPING SPECIFICATIONS. SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF I APPLICATION: 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. AIRLESS . PRESSURE 1800 . 700 PSI 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR HOSE %4" 8" ID STRIPING ON CONCRETE PARKING LOTS. oTIP 0.015"-0.017" • FILTER 60 MESH 6. NO WHEEL STOPS -1-0 BE INSTALLED WHEN PARKING IS ADJACENT REDUCTION ONLY IF NECESSARY, UP TO 1 PT/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. • GUN BLINKS 21 (BLEEDER) OR EQUIVALENT • FLUID NOZZLE #68 • AIR NOZZLE INTERNAL MIX, #709 • ATOMIZATION PRESSURE 45-80 PSI • FLUID PRESSURE 40-70 PSI • REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1 K3 • MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE_ PER GALLON. APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 MINUTES. • GENERAL CONTRACTOR TO RE -STRIPE THE LOT 45 DAYS AFTER I OPENING. S 5 STANDARD PARKING STALL. 00 NOT TO SCALE X I-_.... __...____" .___ ..__ -------------- ............ ___-.. ____ _ _ __.... _.-- _-- .----__ _____ _ 3 x3' SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 8" s0 CON 3n° A STOP SIGN & STANDAIRD MOUNTING POST (IVIUTCD R 1-1) CIVIL TO VERIFY RAM[D REQUIREMENTS BY s I -ATE, NOTE: j - V 12„ 18" SIGNS SHALL BE FABRICATED Jai G S/ 9 -r- 0.08 NON -ILLUMINATED ALUMINUM WITH 2"'<2" SQUARE VINYL COPY APPLIED TO THE FIRST TUBING -- WHITE SURFACE. JXI' rcircle 'REFLECTIVE' Left FIL=D I�LIIIC1111 REFLECTIVE' NOTE: _ g� LETTERS i - r z, For n 1 I cti �Tu rn COLOR VERIFY COLORS WITH LOCAL O � N MUNICIPALITY. .! U7ll Drive -Thru FACE._, Only 6" DIA SCFI. 80 STEEL 1(� I c SPrV(Ce -31\A REFLECTIVE COPY PIPE BOI I ARD PAINIFp �I (#3272 RED)COLOR , OSHA YELLOW FILLED II � I 0! 1 _ I. WITH 1 COI1Cr:EEI E C F � �� CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN REEL REFER TO SIGN PACKAGE REFER TO SIGN PACKAGE DEFLECTIVE' � DOLOR C* 18" PAINT CONCRETE BLACK ( I -- -� 12 12" AFTER CURING AT ATIOI''!S 1 �; GREEN 'REFLECTIVE' ASPHALT L�J4)'REFLECTIVE'��VA` / COLOR G I i n I `�� LETTERS \ �- - RESER1l�, I f i I PARKING , _ 4000 PSI �'" BLUE'REFLECTVI --1 FACE: COLOR CONCRETE ' I c?� � �3M REFLECTIVE COPY vy. �2 (#322 RED)COLOR f pedestrian� crosswalk ,NHrrE'REFLL=CIT tl=' \ 1 iI 1 COLOR--1.- 1°R f I � 1I ._ I, 1D8 I G BLUE REF_E rIVE ,1�-T -�N ONLY I� PEDESTRIAN CR OSSWALK K COLOR WITH WI II� \ . . (REFER I J SIGN PACKAGE) (REFER TO SIGN PACKAGE) VAN REFLECTIVE FxIUAccEssIBLE 30" COLOR 'REFLECTIV_ . I1-II BLACK ---PENALTY SIGN WITH 'REFLECTIV E' COLORWORDING AS REQUIRED �n -- -I III DO NOT �. BY, OR LOCAL- LAW 1 ' . O N n! �1`Rf WHITEi o F2"x2" SQ. TUBING ! It'll -III ( I_� -'REFLECTIVE' \ LETTERING STY]- TO BE _J=1 I_ 9 -__ COLOR ENTER HELVETICA MEDIUM -FTl - 1 Lid ACCESSIBLE'E H ARKING SIGN _',III -III- (I --=1 - - 2' o" ONE VVAY 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 BOLLAI--_,�'D iVI01,JN TED `SIGN DETAIL AND COLORS IREM STATE/LOCAL 6� DIRE �TIO ��AL IGNAGE REQUIREMENTS)I`._�._____4-.._._._s.--____�.---__.___-._�___--_.�-_._-_ NOT TO SCALE NOT E: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" / MATCH SIDEWALK WIDTH MATCH SIDEWALKWIDI H I `- IN. 5'MIN. 3' MIN. RAMP _ 5' MIN. 3' MIN. RAMP) MIN. 1' MIN. ,t_ , ( ) TRANSITION TRANSITION TRANSITION ! TRANSITION i l 1 V: 'I OH MAX. MAX 1 -�- 1V:10H -- - - I -- CURB CURB LIGHT BROOM FINISH j i MONOLITHIC CONCRETE ACCESSIBLE RAMP (3000 PSI) z Zz GUTTER SL OPE SHALL NOT EXCEED 5% A T LANDING ARE'- � / C-4 0 NOT TO SCALE 24.625" 8 SPACES OUT TO OUT 1.2625" _ 1.2625" 3.001, @ 3,00" O/C 1110M. ` 3.00" 14 DOMES @ 1.670" O/C INTERNAL EMBEDMENT N N I- DETAIL-1 FLANGE 9 PER TILE 7 0.625 TYP. r I-� I r I i U 0000000000000� � �70©000OOh�0000 �> 00000JOO O1+' I : .'I o co p , r»OOOOOOOOI ' I CID J 00 0O0. (0 r2)O F-- - �� - �0000� Z)OoOo�; a, 0000V00 OOOJ �� o' O & O O O O O O 0 0 o 00 IN LLIB uOOOOO�OoOo El 1 z co r. OVOOooOoo 0000.1875"DIA-x00625'HIGH I O �► Oo00��0000��001 MICROTEXTUREUNDERSIDE -��: ' -OOo000000VO �001 OFTlLE -- Er � 0.625 G0.625" Oo0oOc00©OOWoO 0.625"DIA HOLESM---ins IHROUGHEMBEDENT A ... FLANGES REFLEC i ED PLAN N 1.2625" 1.670" TYP. CD N° PLAN No 1,2625" -1.670" TY_P. 1.670" TYP.I 1.2 CIDI_ �� 00000E OCC CCC CCC COOCCCC)C JCCCOC CCC -1CCCCC CCCCCCC CCC 40•,I o C( 0 Cc� C CC I CCO`� CCC' 0, ___O O 0.1875" 0.625" HOLE THROUGH / y 0.1875" DIA. VENT i r, Q O EMBEDMENT FLANGES AS �0 �/ U '0O0� CO. SHOWN IN REFLECTED PLAN HOLE (ONE PER O O O �000`� O>00 CENTERED TYP. CELL EACH SIDE} 5� SECTION A-f-, I G O O O �_L- U � O v, O 90°POINTS CCCCC CCCCt CC n_ r 1.2625" 1.670" TYP. 0.045° HIGH = 1.670" TY 5" 00 O 000 J 00 .J O O O 000 1 7 " DIA. VENT 0. 8 5 NLfi - � _ O O C J O O O J J C O O C O O O - O 0 co HOLE ONE PER N CELL EACH SIDE) 61 I C C 0 C C 000000000 C �IO O O J 0 CCCCCCC _ CC �OOCOO O CCCC T F1 C�CCC CCO o i O C C �- O CR \ 00 _ 0-1875' 0.625" DIA. HOLE 3.00" TYP. 3.00" CCC C j C O C O C \� O 3.00" EMBEDMENT INTERNAL EMBEDMENT _NOTE: OPTIONAL l \ FLANGE 3' O/C SEE SOUND AMPLIFYING o FLANGE ' � ( U.09' �-{ I 0.0.�' SH PLAN FOR ORIENTATION) PLATE ADDED BY �- - ,NOTE: CTED PLAN MANUFACTURER U U�, 11 0 U�, FIELD LEVEL SECTION B-B - _ MICRO -TEXTURE _ - I 1 41 POINTS PER SQUARE 1f1 -1-PI fKI( ATE= F) (-)K PC,1 - ��A jd_ INJ P1 ACC F' FIFTAII -1 INCH CC-4 .O j NOT TO SCALE ONLY IF REQUIRED BY S-I_'ATE/L-OCAL ORDINANCE (CIVIL ENGINEER TO VERIFY) H.MW1665050RAWINGSTLAN SETS\INITIAL SFFE PLANWI96505-0DP-0.DYVG PRINTED BY NFUIBSON `IM 20 O 4D32 PM LAST SAVED BY: CHUGHES 'URB ES EXCEED 5% AT LANDING AREA CURB RAMP w/ FLARED SIDES 3A_�CURB RAMP w/SHORT FLAREDSIDES NOT TO SCALE N�C�URBRAMP RUN NING NING 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 LANE HELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CO TOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODt44116UD ADA REQUIREMENTS. NOT TO SCALE SMOOTH TOOLED FINISH AROUND Z" EXPANSION JOINT ALL EDGES (TYP) (SEE NOTE 91) m - BOTH RAMP CURBS TO ` BE PAINTED YELLOW, SEE K rJ PARKING LOT STRIPING C-4.0 SPECIFICATION EXPANSION JOINT 11 11 CONCR_- FE_ C-4.0 SIDEWALK 6" STANDUP CURB OR CURB & PROVIDE 5' SQUARE MINIMUI'vl r I GUTTER AS APPLICABLE (SEE c7 �{ I SITE PLAN) LANDING AT TOP OF RAMP FOR �E r<Jr %r LAINDSCAPE AREA CHANGE IN DIRECTION ge$iis I \ J EXPANS„�\ , Mumma A�.°I+i'I 'v ,,/� Al CONTRACTION JOINT /1r_(SFE NOTE #1) I I 5' 0° (r rP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVEL J PATH) CONCRETE SURFACE IAREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME EFFECT URETHANE JOINT SEALING I 6"x5"x6 GAUGE WELDED COMPOUND, "ZIP Sl RIP" OR WIRE FABRIC SEATED AND - APPROVED EQUAL. SECURED ON STANDS ^'000 PSI COMPRESSIVE 2„ STRENGTH CONCRETE _ 2 MIX PER SPECIFICATION. j x x- x -j x- x x -# x - 'K - x x-- x x \ \ \ \ \ \ \ \ \ \ �� 4" AGGREGATE z' CONTRACTION JOINT- ; DECK-O-FOAM EXPANSION (SEE NOTE #1) JOINT FILLER W/ PRE -SCORED BASE COURSE STRIP OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT 11 - TYPICAL CONCRETE SIDEWALK NOT TO SCALE NOTES: 1. JOINTS AT 5'-0" O.G'. TOOLED Y 011DE, 1" DEEP OR NIAX.' DEEP WHICHEVER IS GREATER. EXPANSION JOIfdTS AT 20' MAX. & ALL P.Cs, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. ' EXPANIJION JOII II� J �, LANDSCAPE AREA X,/' X �€ ` , R"'FUIr-NED CURB ACCESSIBLE RAMP G 4 0--NO I- TO SCALE SIDEWALK ELEVATIONS VARY - HOLD FLUSH S t• +JVVi€FIFINI��tsl1)F9_Olr! "t- T AREAS AY ENTRANCE WAYS. PLANTING aRc.�..- rr,l,, ( \ EXIST BE I WFEIN I FIE- BUILDING AIND THE \ 1 � 34C K'OF-SiDE WAL{- (S L I TE P! AN) � C-4.0 EXPAN`SIOP'J JOII11TS DO N 1 API'1_Y TO SIDEWALK SECTION ADJAC'E •J T TO \ VARIES PLAftTING AREAS. (SEE SITE PLAN) NOTICE: ALWAYS ALIGN CURB BUILDii` G AND SIDEWALK .JOINTS. ' SLOPE 1:50 MAX. BUILDING FOOTING, 77 \\ ` i ti \ A\ EXF- .,, OI i JOINT 41I AGGIZEGAI E BASE COURSE EXPANSION JOINT � 11 C-4.0 24" CONCRETE ( '!_1 CURB & GUTTER C-4.1 PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS SPECIFIED SIDEWALK WITH CURD & GUTTER SECTION NOT TO SCALE ALL DETAILS ON THIS SHEET VVERE PROVIDED BY CHICK-FIL-A AND AF9 E FOR INF 4RINtIA1 IONAL PUIF,'<POSES, ONLY. BOHLER E(°,ir jINEERII\aG SHALL BEHELD HARMLESS S IhI THE EVENT OF ERR01NEOU,7 INFORINIATION CONTAIN�ED WITHIi111 THESE DETAILS /�.I° UVOR STRUCTURAL FAILURE. 8 201-0" 2'-0" CHAMFER _ 10' 0" 10'-0" -p --- - 12'-0" RAMP LANDING LANDING RAMP I � I E. 6" HEADER CURB € i CONCRETE N LLI 24" CONCRETE CURB o 3 UI o N U 6" HEADER U I END 24" CURB VC DRI THRU LANE & GUTTER \ c �� j / AND GUTTER -ACE OF CURB CURB FACE OF OF BUILDING I. EL. _ -2 EL III. - EL. = 8 �2" -- EL. _ -2" EL. - 2 11`1V-2` V6" O BOLLARD 20 e C-4.1 PLAN VIEW DRIVE-THRU PLAN NOT TO SCALE NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' 3.Q RADIUS PROTECTION APRON SHALL MEET THE MINIMUM LENGTH AND WIDTH DIMENSIONS AS PROVIDED ON THE SITE PLAN. N CONTRACTION JOINTS AT 5 NIAX. SPACING LIGHT BROOM FINISH P d AVEIMENT DIMIENSION REFER TO ACE OF CURB UNLESS INDICATED �,ERWISE 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. APO� �C AGR O ZCJ p O � N EXPANSION JOINTS AT 20' MAX. & .ALL P C.s, UNLESS APPROVED OR INDICATED OTHERVJ \ ON PLAN VIOA1JOINT PAT � 24" CONCRETE C �2<GUiTER - -- - t1t _ O� .... I N \. c- `a \ \ \ \ ___.. -SEE GEOTECHNICAL REPORT FOR THICKNES AGGREGATE UNDERNEATH PAVEMENT AND CU CONCR R RADIUS PROTECTION SUBBASE PREPARED AND COMPACTED TO A MINIMUM AND GUTTER SHAL E A MINIMUM COMPRESSIVE DENSITY OF 95% MODIFIED PROCTOR OR AS GTH OF 3000 P.S.I. AT 28 DAYS. SPECIFIED BY A GEOTECHNICAL ENGINEER SEE NOTE #1 CROSS SECTION LANDSCAPE & IRRIGATION PROTECTOR NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREINIENTS. 24" REFUSE ENCLOSURE 1 N GENER 0TE : ITYP _r a � � �� 1. SEE SITE PLAN F" AYOUT OF COiJCRET �ADIING I' PAD. i� [ 2. SEE GRA 3 PLAIN FOR ELEVATIONS ON DUI1iPS PAD A RAINAGE OF INTERIOR TRASH Eivj__ SUR �f -SAW JOINT - - 3. P IDE POSITIVE IVE DRAINAGE ON APPROACH PAD AWAY q_ OM DUMPSTER. i SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS 6" THICK 4000 PS1 CONCRETE -I ON TRASH ENCLOSURE < o APPROACH WITH #3's @ - 12" ON CENTER EACH WAY I co 5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE 1 PINS IN BOTH THE OPEN AND CLOSED POSITION. -SAW JOIN-1 12' 3 1!2" 12' 3 1/2_- TE POSTS UNDATION- CIVIL4 2'_0" TYP. r J GE OF FOOTING---- o LOW 8" ¢ U OF SLAB +6" TOP -- 8„ E BOLLARDS EMBED ~ LLARDS IN 18" DIA. x T' CONCRETE FILLED � 1' LE 3'-9" 9'-2" 4'-0" 4'-5" 8" 25'-4" 34'-0" Q' 1 F i N !- 'a I` �I 6' 8" 8" - IF INTERIOR IS JN NOT NOTES: REQUIRED, ON " BLOCTKI 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE VATN WIDTH AT FI OOR EL, BOTHSIDES, FOR DRAINA >UTSIDE STRUCTURAL ENGINEER. OF DUIVIPSTER AREA 2. RE: CIVIL_ FOR DRAINAGE. g SCREENED REFUSE ENCLOSURE FOUNDATION PLAN C-4.1 NOT TO ,SCALE - ~� HA16VV166505VDRANIINGS\PLAN SETSVI NITIAL SITE P LANN1 96505-ODP-0. DVVG PRINTED BY: NIGIBSON 1.09.20 (a? 4:32 PNI LAST SAVED BY: CHUGHES YY 6" THICK 4000 PSI CONCRETE APPROACH PAD WITH #3's @ 12" ON CENTER EACH WAY J D UD SAW JOINT w 24" CONCRETE 1 CURB & GUTTER \ C-4.1 r2, �0��Gh , =tE y Nv, G' . , v �, � � ,o OR L\ ha - n?Q r� J cc` cj< .\ `O 0`\Pp�p r AGGREGATE BASE COURSE SEE NOTE #1. e� DRIVEmj.HR_ ISOMETRIC C-4.1 NOT -1-0 SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVENIENF SECTION REQUIREMENTS. _ PAVEMENT DIMENSION REFER TO � ! _ _ PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED I� FACE OF CURB UNLESS INDICATED OTHERWISE OTHERWISE 2'-0" Z-0"- - -- UP z � 6" I 2 -11"R --- r T s�s '{ F. a � PER FT. I } V _ LIGHT BROOM FINISH SPILLING CURB AND GUTTER - --- ( I�� � CATCHING CURES AND GUTTER L PAVEMENT DIMENSION REFER TO ( PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED OTHERWISE OTHERWISE i" 1 " z'R "R F v \ -12 R // 1"R n It NIA.X_ --..� 5.0% MAX - - z 1 I a . G z a ,_ I si �J LIGHT BLOOM FINISH LIGHT BROONI FINISH C DEPRESSED SPILLING CURB AND GUTTER D DEPRESSED CATCHING CURES AND GUTTER CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER TI ICKk\IESS 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 \RAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1116",-0) WIDE, 1' OR MAX. D/4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P C s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. 17 24" CONCRETE CURB & GUTTER NOT TO SCALE -0" I SAi/V .JOIN -I 6" THICK4000 PSI CQI,h FETE I APPROACH FAD VJITH #o @ - Ci in 12" ON CENTER E,°CH �AJAY / I LLl ' u SAiU jOli'l I, GATE POSTS FOUNDATION RE: CIVIL - r� 2, 0 ` TYP. TYP I EDGE OF FOOTING 43" = o I 0 8" 011 f OP 8" BELOW F SL.ALY Imo n c t- PIPE BOLLARDS EMBED �- \ BOLLARDS IN 18" DIA. x _tof L -6" CONCRETE FILLED 3'HOLE -9" 4 -0" 92 � 4'-0" 8" 25 4" 6' 8" 8" CONNECT FLOO INTO STORM DRAIN \ SYSTEM, LOCAL REQUIREMENTS IF INTERIOR DRAIN IS NOT NOTES: EQUIRED, OMIT 8" BLOCK 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH TH AT FLOOR LEVEL, BOTH STRUCTURAL ENGINEER. OF , FOR DRAINAGE OUTSID' OF STER AREA. 2. RE_: CIVIL FOR DRAINAGE. 1g REFUSE, ENCLOSURE AL ERNA - DRAINAGE: PLAT Sk� NO 41 0SCALE ",10J DES_ M I E IAL'. i ID POLYE 114)'LENE 2. WHER- LOR: YELLOW 3. TUR LAS TICSNI -R-JQUE, INC. 362 MILL C REEF WAD SWORT FI, OI I ;4 CONTPl { r -'C BLI PFr 330 334 48 .0 PHONE 3W 334 4/20 FAX 4. USE ONLY MANUFACTURE .mot_ IED LAGS AND SPIKE: 5. PRE D.-�iL L HOI Eg IHRt l)GI I PARKA ` 'JRFACES (-XI" BIT FOR AC3S ARID /s BIT i (_'R SPAT 6. FIL I PR DR:Li EU �IOLt o WI-5-1 rIcZVY Dl CONSTRUCCTIOIN A?; it_SIVF SUCH AS PL 10-i d q 4 v N (3) 8" LAGS FOR C ETE PAVEMENT OR 12" GALVANIZED PLATE KES FOR ASPHALT PAVEMENT REQUIRED FOR EACH L STOP. SEE MANUFACTURER'S INSTRLWONS FOR INSTALLATION. SOI ID PLASTIC WHEEL STOP I T TO SCALE NOTE: WHEEL STOPS ONLY TO BE USED WHEN NO OTHER PRAC'IIC"AI_ OPTION EXISTS „ 1-2" #4's @ C. ---- W4 EA' AY 3-12 INIOU'l n DOME CURB 4r u, �JIT r,I 1 Io R_ _XPAfJSION JO iATERIAL SHALL BE USED IN ALL y,.5 / p I_ tl F _ J �Il� :J'.Jil'i I �_7. s 171 JOIN T. .�HALI- BE IN, LEE) AT 10 ft. INTERVALS, t 3 5 X,I✓SUM. aSl/_ EXPANSION JOINTS EVER MAXIMUM AT ENDS D1 r. OF RADIUS, AND P✓tINIMU14s OF 5 ft. F INLET STRUCTURES. 1. 3rAC AS NEEDED TO ENSURE rSIT IV AINAGE n r r CONCRETE r � � r� a ,,. ✓JI iC ,E TC I BE � T . M 1NTl.BL URB TO BE ..r J ,vGO 5 I. a. Ol PAINTED YELLOW. RO!._.DV R/M0UNTA LE CURB � 5ya 9 r NOT 1I 0 SCALE I` OTE S 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. EXPANSION JOINT FILLER SHALL BE FLEXIBLE, LIGHTWEIGHT, "•ION -STAINING, POLYETHYLENE, CLOSED -CELL. EXPANSION JOINT gIROW"ELF.D ROUNDED r � C.{'Tdi BETE Ems- �I I C1' ° STEEL- I-'IF'E c;1.I I DUE. J€J) FILLED - � IJ VVIFH CO` CRETE � IgCIO PAIIINT E'>OL I ARE) 3)VIT H DARK BR(DNAE TONE EXTERIOR ERIOR I C) EPIIAMEEEL r'lJil' AT DRIVE l,H RU. I @ Cf 13 AILN' BOLLARD 1AJI iI BRONZE u F- (.0O OR AT ALL OTHER LOCATiO ,IS. jj i W I . U) y itJ ,L4d,GCHOR STEEL IPC Ida CON 'E I _ FOOTING, I 2`-0 OIANI; iI'EH [ 2'-6 DEPTH II. ' EXPANSION JOINT 1 \ ;I C-4.0 AS PHALT PAVE � CONCRETE PAVEMENT/ A,PPL Ir ATIONS SLAB APPLICATIONS r \ \ \\ \ \ u \\Y,� I I=1 I I -III. -I 11 I'� ,= 1=1 I I--III-III-III 111 III ---I i I 111- III -I f`- =7 = 1 I I III -1=11 1=1 I!-III '_I�i�ll_I,�111=1�iI�lI�I�III�iIIIlllliillll,�l 7 0_ 3 �)N11.D` k r BOLLARD NOT TO SCALE NOTE: BOLLARD HEIGHT SHALL BE 6-0" AT DRIVT--THRU WINDOW 5200 Buffington Rd, Atlanta Georgia, 30349-2998 ALWAYS CALL 811 Its fast. It's free. It's the law. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY 0 �pLTH4� Z v JOHN C. WRIGHT y' .a Lic. No. 046960 poi`► 01 /10/20 lac � z a I, a\� V z Z ; E. 21 �" � w z p \ U - o � a ti a � G o � ry � m a r. m �\ d rl F+ E N C. :: :R a; E R t :; C, 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 N0. V166505 STORE #1856 DATE 01/10/20 DRAWN BY MEG CHECKED BY : JCW CAD ID oDP-o SHEET PAVEMENT THICKNESS SEE NOTE #1 EXTEND BASE 6" BEYOND FOR --, APPLICATIONS V+il I ROUT 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 ........ ....:.= x F........ ....... i : q , ............ _ - '- # , - _, e 1 ............. IF PRESENT ON -SITE, UNSUITABLE SUBGRAD'E MATERIAL SHALL BE REPLACED WITH SUITABLE SUBBASE -� (MATERIAL AS SPECIFIED IN THE GEOTECHNICAL SEE NOTE #1 REPORT. 8" THICK AGGREGATE BASE COURSE TYPICAL PAVEMENT SECTION NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION OR MATCH EXISTING. WHICHEVER IS GREATER. ASPHALT PAVEMENT REQUIRED AT ALL !UNCTIONS VVI fH CONCRETE AND BASE COURSE - t. 1 I_ 12" PAVEMENT EDGE DETAIL NOT TO SCALE 4000 PSI COMPRESSIVE STRENGTH CONCRETE /MIX PER SPECIFICATION. 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND N SECURED ON STANDS r _.' 4" AGGREGATE BASE COURSE SEE NOTE #1. SUBBASE SEE NOTE #1 25 CONCRETE PAVING DRIVE-THRU LANE x O w F o z0 w Q 60 C 0 J Q z QLL� �p0 a U w w LOry, NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION OR MATCH EXISTING, WHICHEVER IS GREATER. VERTICAL SA`JV CUT URETHANE 3" WIDE (MIN.)JOINT SEALING COMPOUND TOP'-" 1110 SEALING COIMPO'UND d G• d d a a r 2I a -i I I I ICI I I1 I I1 I I1 i_ I I�-III #3 BARS ON 18" CTRS. BOTH SUBBASE WAYS SEE NOTE 11 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 4" FROM TOP. of 4. SEE PLAT! 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. I v-%J F C-4.2 ��� NOT TO SCALE L u f- O z (D O L!IJ w �)) m Z f IT W O li a � U �LJ iJ toLy-21 PROPOSED CO ICRETE PAVIN10 G NOTES: 1. 3'-0" Handrail height to be used along open sided level walking surfaces that are located less than 2'-6" above a floor or grade below. 3'-6" guardrail height required along open sided level walking surfaces that are located 2'-6" or greater above a floor or grade below or where required by a.h.j. or other governing code / regulation. architect to verify site specific conditions & coordinate. 2. all aluminum to be .062" top wall, .078 side wall S 1-1/4" X CHANNEL 3Q. RAILING POST- oated BLACK, TYP 3/4" PICKET, TYP. RAILS 1-1/4" X CHANNEL MIN. DEEP LYURETHANE SEALANT D GRADE ELEVATION RE: CIVIL PE IN CONC. FOOTING J� PI SET USING SUPER POR-ROCK GROUT (TYP.) CORE SIDEWALK AT EACH POST, TYP. THESE DETAILS APPLY TO CONTRACTOR TO SAW CUT, REMOVE AND REPLACE 2' OF EX. ASPHALT 4:1 SLOPE PAVEMENT TO CONSTRUCT KEY JOINT. f 4fk 114: . BASE'. COURSE REMOVAL ZONE SAWCUT LINE 2 KEYED CONSTRUCTION JOINT NOT TO SCALE JOINT SEALANT SAWCUT EXISTING ASPHAi T (AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN CONSTRUCTION JOINT PROPOSED EXISTING ASPHALT PAVEMENT ASPHALT PAVEMENT 23A BUTT JOINT _ C-4.2 NOT TO SCALE -- 4000 PSI COMPRESSIVE STRENGTH CONCRETE SEE PLAN FOR SLAB THICKNESS DOWELED CONSTRUCTION JOINT I �7�- z � 1aPROPOSED PAVING J c I XIS f i ING PAVING ! _.._ i SLIBPAS 'E \ SEE: NOTE, -;I - 4" GRADE A36 STEEL DOWEL 14" LENG FH, -12" O.C. SPACING, CREASE 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 ELEVATION1, RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH SEC FION 405 & 505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. I)IETAII S ON Tt 1I`3 SHEET WERE PROVIDED BY C_ HICK-FIL-A AND /?RE FOR 1N91=0f- NIA710NAL PURPOSES, ONLY. BOHLER Ell JEEI IN(� SHALL. BE HELD FIARNILESS IN THE EVENT OF 11 ERROi .,tiS 1NFORNIATI6N CONTAINED VViTHIN THESE DETAILS s> AND/OR STRUCTURAL FAILURE. 4000 COMPRESSIVE S GTH CONCRETE ASPHA AVEMPNT AND BA. O IRSE #3 @ 12" ON CENTER EACH WAY I Y j i 1 E"! PAVEI/i Is7 ICKNFSS SEE NOTE #1 -6" SUBBASE 1-. 12' 0'� SEE NOTE #1 6" AGGREGATE BASE COURSE "EE NOTE #1. - 94 RE OR CONTINUOUS REINFORC NT OF THICKENED EDGE .> E ` (:J �� g H E N C.,'�.O S NO -I" TO S'CALEM $ NOTE: E: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PAINT HANDRAIL TO 1 z"O I so LL L I d A ✓ `"� d -�HAf4DT<AL 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 FULI = DEPTH & CURB O 8, GUTTER Lij O (n jW w C) 24 LU RICATED Sig oam I\10. 8 DOWEL BAR -I O z ti VERTICAL SA'nl Q j STOP a" NO SEALING _ - z COMPOUND CUT (MIN.) FL OU w URRETHANE JOINT w w EALING C ONIPOUND XX PROPOSED X TXI�I1iJ !: C-- _ - r - PAVING 1+, A S 3 / 1 3" MIN. #3 BARS RS ON 16" -/ \ DOWEL SPACED ON TWO (2) ON CENTER WAY - FOOT CENTER TO CENTER, LUBRICATE - EPDXY 6 INCHES OFF TIE BARS. NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT Ar CONTRAC;IORS 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. 3o LONGITUDINAL 13LITT JOINT - NOT TO SCALE I � / -IANDRAIL, 36 CLEAR ) �I HA!NDRAIL�. L t 6 !p I �i I � I I L--.�.._--_ �8' SQUARE DETAIL, "B" SET PIPE IN CONG. FOOTIN 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 MINIIM1_iIM CLEAR WIDTH OF A RAMP SHALL BE 36" " MAXIMUM SLOPE FOR A RAMP SHALL BE 1.12. RISE FOR ANY RAMP RUN SHALL 30" NIAXiMUM. LANDINGS SECTION405.7 `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 RAi'd1P 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 i-IANDRAILIS SECTION 505 /\ HAS - S - 0 �1 J SLOPE ' .r .-. RAMP HAS F\ .�LOr'_ GREATER THAN 5 /u 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 PANT To MATCH DARK BRONZE. CROSS SLOPE SECTION 405.3 "THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN I :50. NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50. ---- NOTE: VERIFY ALLSTATE AND LOCAL REQUIREMENTS FOR RAMPS AND HANDRAILS. r_ jJ t- O co it] y (_) J 0 w '_r 24" LUBRICATED NO. 8 SMOOTH r --'I DOWEL_ Ili - O F = T URETHANE JOINT r✓ r ` SEALINIG COMPOUND (j r IIJ 7 _-_ 14' MIN. 2' (MIN.) - CLEARANCE d a ;x3 B11 ON 1n DOWEL SLEEVE (CLOSED END) TO ON CENTER EACH V?l \Y FIT DOWEL AND BE SECURED. TO BE INSTALLED V-0" C.C. - ---z� DECK-O-_FOAM EXPANSION JOINT__/ FILLER Wl PRE -SCORED STRIP OR LUBRICATE THIS END OTHER CFA APPROVED MATERIAI- INOTES: I. 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) r I �WPA���phION JOINT ," C-42/ __-----------_---- -- NO_L TO SCALE R\ 5200 Buffington Rd. AMGnto 6eorgio, 30349-2998 I>I C1111 barn reu d g, ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY MARK DATE BY 0 MARK DATE BY 0 Epp of Z v JOHN C. WRIGHT .p Lic. No. 046960 01/10/20 Fss�o `��� z F aw a \\\\o\s a N W C'J a V L u ix i 5a a z H 6 sew :u\\\\\\� _ H =,tir J1 •� ray s, �\\ ✓ ti z 3 w� 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 01/10/20 DRAWN BY : MEG CHECKED BY : JCW CAD ID oDp-o SHEET C=4,2 H.A16W1665051DRAWINGS!PLAN SETSUNI IIAL SITE PLANVV106505-0DP-0DW'G PRINTED By NIGIBiON 1.0920 na.4.32 Ph1 LAST SAVED BY: CHUGHES PAINT SOLID MULTI -LANE SPLIT PAINT SOLID th to MULTI -LANE MERGE MULTILANE DIRECTIONAL GRAPHICS NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING 5 SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. all CROSSWALK DETAIL DETAIL NOT TO SCALE NOTES: / 1. REFER TO PARKING LOT STRIPING SPECIFICATION 2. CROSSWALK ALONG AN ACCESSIBLE ROUTE SHALL MAINTAIN A CROSS SLOPE OF 2% MAX AND A RUNNING SLOPE OF 5% MAX. 1— 1/2" EXPANSION JOINT MATERIAL C-4.0 (SEE FDN. PLAN) TOP/SLAB 4 6" o MIN. z /. EE FDN. PLAN FOR WALL REINF. BLDG. LINE 5-0" MIN, RESUME TYP. YID CJPATTERN 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 — 3F �E--- — iESf i rLIGID FOAM INSULATION MATCH SIDEWALK SECTION FOR AGGREGATE BASE (4" MIN.) PREPARED AND COMPACTED SUBGRADE w co N NOTE: 1. CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPDXY GROUT DOWEL, IF MOT 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 RESUME TYP. _ CJPATTERN INCRETE SLAB LURED WITH ISLAND 6" PIPE BOLLARD 2Q FILLED w. CONCRETE PAINTED DARK BRONZ IVI LIVV UVf-�I\U CJ = CONTRACTION JOINT EJ = EXPANSION JOINT ISLAND CURB ELEVATION DRWE THRU ORDER POINT ISLAND CURB PCC SIDEWALK iF REQUIRED NOT TO SCALE 4" THICK CONCRETE PAD 8" 71 ASPHALT PAVIN (� SECTION. SEE SANITARY CLEAN OUT AND COVER, P-15, PRIME AND PAINT FLAT BLACK. 8" \ �I 7, —_ W. RIN PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. COMBINATION, TYP SAN. C.O. OUTSIDE BUILDINI NOT TO SCALE NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL MI 140N NAFWOVEN FILTER or RIC OR EQUAL WASHED STONE 1" DIA. WEEPHOLE (4 ) (3 REQ'D. AT CURB INLET NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES PRE -CAST CATCH BASIN PER D.O.T. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 4o STORM WEEP HOLE DETAIL C-4.3 NOT TO SCALE T CLEAR PERIMETER, FREE FROM REBAR, VVIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. 12 18" �1 I yl 4 ) I ti —c1 ....... ._._ ...._.. PLAN VIEW MICROPHONE SPEAKER I . N4 RIC, IEVV fV1ENU BOARD MENU BOARD PARTS LIS-I DRIVE THRU LANE 1 2" CLEAR BETWEEN ; 1 CONCRETE PAVING ; LOOP AND S!_JRFACE _ (J REFAB (FOLDED) LOOP (1.5' x 5') CONDUIT FROM 1/2" PVC COUPLING \ BUILDING 1/2 PVC SLEEVE COUPLING (4 1/2' PVC TUBING G (3' LENGTH) 9-'V{; r;ORNEf? FITTING I @ 1/2" PVC 90' ELBOW VEHICLE LOOP LOOP j ( 1/2" PVC TUBING (2' LENGTH) DETECTOR SUPPORT IVJEj IU BOARD FOUNDATION SECTION VIEW WNU BOARD LOOP LSE' EC"f 1I 1" d NOTES: NOT TO SCALE 1. LOOP DETECTOR IS N/IODEL NO. VDL100 VEHICLE DE-I'EC;' I ION LOOP MANUFACTURED BY MH ELECTRONICS, INC. 2. FOLLOV t MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. 5"x 6" DOWNSPOUT OPTION "B" - SMALLER BUILDINGS 6" SCHEDULE 40 PVC WITH WIRE SCREEN FOR RODEY JTci-SEE D1=TAIL 7H15 SHEET --2" MAXIMUM RE SCREEN FOR RODENT SEE NOTE #1 1% NIiNIPAUNI SLOPE I — 45° BEND SEE NOTE #2 ��'� STORM SEWER PIPE (SIZE VARIES) '�----- (SCH 40 PVC) SEE GRADING PLAN FOR LOCATION i — TO WITHIN 5' FROM BUILDING, REMAINDER iTO BUILDING &HOOKUP IS TENANT RESPONSIBILITY 38 BUILDING D0VV!N_'3P0 T CONNECTION DETA11- NOT TO SCALE NOTES: 1. FOR ALL DEPTHS OF COVER LESS Tr JAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE NIAY 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. STTEWORK 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. 314Y T RANSITIO(�I TYP. ALL �� ARC7UND I f?J FLUSH TYPICAL SECTION AT MANHOLE 011 TRA ITION FLUSH TYP. L ASPHALT PAVEM 00 ASPHALT PAVEMENT AGGREGATE COURSE fi >, I AGGREGATE BASE — I� I � CGUR.,E ` £ S \..:; NON WOVEN A, i FILTER FABRIC WASHED STONE ALL AROUND 1 1" DIA. WEEPHOLE (4 REQ'D.) TYPICAL SEC-1`10 1"-,T I° �wT/("BATCH BASIN , `�,�I� `I `ICE,'" '(Jl AT Il a CATCH BASIN DETAIL �C-4.3% NOT TO SCA - ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL_ PURPOSES, ONLY. BOHLER EINGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRO�iEOUS INFORMA'I-ION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. 5200 Buffington Rd. Atlanta Georgia, 30349-2998 EFx5w� u¢hak's below. alf IWMN you 1�ig, ALWAYS CALL 811 It's fast. It's free. Its the law. REVISIONS: MARK DATE BY A MARK DATE BY MARK DATE BY 0 Z v JOHN C. WRIGHT 7� .� Lic. No.046960 01 /10/20 F p Z _ D-4 �m s? o • W S, Z > x 'm G - I,-1 := z z �W y a" 1 _11 JL 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 01/10/20 DRAWN BY MEG CHECKED BY : JCW CAD I D ODP-0 SHEET C=403 H:A16W166505VDRAWINGSVPLAN SETSVINITIAL SITE PLANN196505-0UP-0.DWG I'IRIN FED BY: IVIGIBSON 1,0120 O� 4.32 PNI LAS F SAVE BY. CHUGHES }B.,-n`r G+r`F lzW.� Black ReA IQ) (90) Red ic�,rl € �G'4� t "7� >lc ck `'8) •`il•e. 'Oa'ed (95) fait I ll€rx (' yy (.t Blue {96) 8 iro , :, 1 ;t 1:,71'wty (l.F ) t custom 0,Ions �dlzbik) 1AirtP �i�a 3 3 E 3 1 BM10111, \ 'as T} 73t£ i .{.<.rJ .��.L.:.s,T...:�:�a.Lcsia,�•1r.5i._.vSd .._.:.�.Sf ..:.�� ..-.��i V �,_.+:�•_`�O�(r.sU�3 �).�x�S...l. a{ IMBIBES s i8.33 Tile Data, BIKE I,_A(--'K ON C0NC. PAD Te tur S32£ 6"ii [1�.`34 `i(.i$ioCt ftinctionahzed pr,>; n r{c ie r ('ni i baspd the n iastic pc er , rating JEbigned for maxintun n e,.haitYcii p ei or,n:MCe, irnpart e r,c nri U ->ta it fy'. i�ai'nir t _ _ i , T e t .c t a {„ n I, pi , ii e ,r Surface p C'l '4 r a t€orf �iie t?;l,<'cetr2Uirrienf- r r ��� 1a �nr, ra c7,••,�; t� ��at,T1,[,� ntaysre ttsei vtc? t, n gal E2oera1fG1'c (SSF'C-5 ) (L 7 rpm) aac:l cr;rofife using °aan, soaip .,'yad ofest rnadla NOTE:Pr7r edy r), Pparing pads cmt r ., assanr,al for a quality ;n. ..A,sanr;,-t..a> cleaning, rinsing, ,dry,r-rr_, arty n.,u,ing til,e surfece is frae c7tYv Gredr Uf cr.y ,0,7�.,.-a174t�a. Fl idizE,d Bed For flJl iized-J7::d dipping preheal al l r-E :.460 F adjusting r part thin 1. i. a Dip parts ill .1L4{' 5zt c1 t1 .d of o ya nno IT ? ex-,ure- -org_1 {J s uiids, Allot9 ex e„ GvkJde, to Stand for 1 winu.& thancare" uliv hlu,v oo i the &xc r ss €liateliz 1. Post bak& ;oate ,part 9etr ii tnt F iy un any f 1 I ar*uI c sigrlo i to texture oil the ast R r'(_ N Ft:L surt acceoihepart. i hece r;i€I „iy,tt t xiuri€t t n Electrostatic. Depo iii,,m Polyai inoi,D GI F l can be apr)lied vi a efec trost2ltlic+s`. s i ri vvith ar t iitnou pr�--neat 1411herl not usin; pre-huat, ther r' Should b e. tl.pxGF_. € act,l;..e a T ick,t , `- (� ? 3 2541 ni). tF, ,ii,tir ri ?ed .r, a','EE,Settin J Lvhen Using g :,.}witrF qui{1,t ent.s 0 U kv. F t 1 { F +i t C .. 5 t ti tc� 'it. ,Cn nC Ui�i n th>Ni r l € t [ JIS l Ii" � JGiI ti r :r>- P t J parts, he is n.rn e Ficair a i „ r t_} y. Ge} s€t i z7 , 40 il(t i r d,--ired. FGr impfoved sutcet .n p t -n i He po naked :;r: t shoripad )d . i::ne i il6oe-Sarj. Tic,p and .gin �,EcM.€ rn trip u:er1 <,.,.dep&,nd ml QonFiyurai..t thi,k;t f tftepa{E. NO cure l €rrt ihH[ -I€ piasnG poYv„ e :,C i{ings need only be heated enotigh trr,) Hmd out the coating, nothing mo}€e, Clver eaiing m sa deg lotion , p � Y J }, nothing v h a may c.e;t. degradation - or ern h:i'tlement ofthe e coating, Coming truly he put into service ,when cools i. € $Lxbrti3,CIP3"Caj3rrfi'l e's oeFeia ¢ r 1 ;.l.0 i rr tin •`} h g r rlr,un€d C(D I�m 1 : {6.24 n 't er kj @ 2(;.,(an ' F•''"d9�. E'`. € > bc7il l`nie irr fiUid: anti, s t 1i� I 'A C-s oc 'Content - - ZERO I Thickness (Iiecom,tituded � z0m 203--7Flim i Stura s= Stability Store in dry ateiaGe€ow 90-'t keep container ci s d with liners sealed and . u D direr sunlight aitrd [ I airy rr.oisture or exaental rontanaina'es 1 vae s use_-goodl manutact [ a e%rSnana Prcaper#res ^> n ,.221 Uleffing Point Adhesion r_ tiSTcr: D 4641 80 \p-s US. 6MPa ln,,paResistance ASTit, 32794 ^- 72G in Ibs (35,8 Joules) \ ic� 0 €u19 F'oln: i' i 1SL 3f Z z C; l ri alF' tncn [il AS] IV, ? ha �1i �b �l bi t TltV Paa � - Iwl "rt1C i E 9T 1 II"I u ri ,E.r d'e• 3 t.7h.vt, __....e.. ii§ D F � Nt I!I ESFhC Ci 144 `FP 43 5 l-''et $€ l0t{3Ur - 8 T+ r r 4 1 Jfit Yrrs fi H3 iC 3t i ilttn O {U 11 ylr S Q, — r Tai 7 .7 (f f h -rC Si ,n{if�rt ( cr bra } 1 _ ._.-. A T{ T 4� =6 mt I L 1' f tea€ 1Y tv t loss, { 7I B i 1 Dt 52 2 €1J c,{�CL ( ,r<; 1 I it me p i L2 r },Gr -is1 ._rid u.s,t�;.i .:..aia.i€•_ Lr u_a€.: ;ti;ti lu a{.ter J; u-Aerlded <,._u;,c_,r'F-!,,j=:s2 dtary ex { y, rip rgiii€ a$1 t a.js,''0- AvliiS':Uft_.._€ eta fii£>1�.,1 ii�Ed () 753 i.2•J_ (4 2) 3 "u F .Ei tt 31urF Y e i.. Ser r €g: ap.irJ. Texas 719720 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. mop A -- -SAT_ 3L+ a P.r WDF, \ ` 1 12 E i Y �a .: "Di-0 (.QHCHE Will- ' r ilm� x-' t �F f THE u , r i CHICK- IL -A L — i. c A m cw ST I ._ t [r ... A SR i t F a N4 (. k ;. ASSE,+i3LY F,f:: �'} (� LCH1 DO IT I ..F`.Lt�.J'=ttJ`l1 I f H:aL lT s1, ad oE4v�Al S: r. tET i7 4T P P . , H..Y j t fi ?2T - - NTS 42 CLEARANCE BAR (0) a"TA44-im =STEEL P OMM X EErE r AI*QI?U mm - 21 I/8' ! Z7 1/2' 3 r �1}� LF7fl9' 4t� ILG�!fk an PIKE I?mX k{4" MIKE RACK I ,iris r+ T s l- s a° n STiJhL 1E=L �'dh�+1.E£+3 8tr�i:. F AAi F1C.fiB WPIUIT SE.ME w ictmTE. lURF F a ACFdSti'S' € — - -- --- - e-.- - ALL 27 1/2* Kier nM'nMerN*-w a m r iA =-1 Si 1i i � J Ili A[ a Ye,� t i r ALL DETAILS ABOVI== THIS LINE WERE PROVIDED BY OTHERS AND ARE FOI=-, INFOF.NIATIONAL. PURPOSES, ONLY. BOHLER ENGINEERING "HALL BE HELD HARMLESS IN THE EVENT OF FERRONEOUS INFC)RMATION CONTAINED WITHIN THESE DETAILS AND/fOR, STRUCTURAL FAILURE. PROVIDE 5' SQUARE MINIMUM 1 ANDING AT TOP OF RAMP FOR �� - /// LA.NDSCAPE AREA CHANGE IN DIRECTION f`1' % /� EXPANSION I�fI/ �'el°� ` yv A C t.0 JOINT )f 1 ��r J \. rl i (i �v y AA �� . � �5�r. plife �+''• .,r •,. yp`��\V �����\Y�V�� � LANDSCAPE AREA ,✓` ( �E CPANc•�IJN JJ!NT�i y,'o, yrm C-4.0 -- \ / I ()YEWS � � B R ' M ' ._. NOT 10 SCALE _ BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE 5 PARKING LOT STRIPING C-4.0 ( SPECIFICATION EXPANSION JOINT C-4.0 6" STANDUP CURB OR CURB & GUTTER, AS APPLICABLE (SEE SITE PLAN) 5200 Buffington Rd. Attantc Georgio, 30349-2998 C-211 Mom yrudsal. ALWAYS CALL 811 It's fast. It's free. Its the law. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY A �JkLTHOF Z V JOHN C. WRIGHT .p Lic. No. 046960 0 01 /10/2NAL x" pw" > W N mIlk 1� z O G a F r- w oa th ..t_, 3i N 0... t: iN E .R a i, 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 01/10/20 DRAWN BY MEG CHECKED BY : JcW CAD ID ODP-0 SHEET C=4 ■ 4 H:A16AV166505VDRAWINGSVPLAN SETSUNITIAL SITE PLANW196505-0UP-0.UWG PRIMED BY. NIGIBSON 1.05.20 i� 4:32 PIA LAST SAVED BY. GHUGHES _—�. VIRGINIA TELEPHONE & TELEGRAPH COMPANY CASEMENT D.B. 320 PG 198 t t \ c Ai4M V `� d Ef ��la "APPROX. LOC. S1GTlT —� DISTANCE EASEMENT D.S. 1038 PG 95 =�_— ' e ---((( \ 'J 1 1Y 1 Q 22 . os ,,-APPROX. LOC. PERMANENT CASEMENT FOR INSIALLATION & MAINTENANCE OF SIGNAL SYSIEiV VDOT RW-202, PROD /16029-002-F19 APPROX. LOC. PEPkIIINENT EAS_F,blErt!T FOR INSTALLATION & MA'ATEiVANCE OF SIGNAL SYSTEM VZVOT RW 202, PRtOJ ,y6029-00.2--f19 1. CONTRACTOR SHALL REPLACE ALL EXISTING TREES THAT HAVE BEEN DEMOLISHED DUE TO THE CONSTRUCTION ACTIVITIES ASSOCIATED VYITH THIS SITE PLAN. 2, ILI REPLACEMENT TREES BE REPLANTED A T A RATIO OF 1:1 AND MATCH THE DEMOLISHED TREE SPECIES IPA! KIND. CON RAC TOR SHALL FIELD VERIFY THE EXISTING SPECIES PRIOR TO THE DEM(DL.i T ION OR REM01,1AL AND BEFORE THE PURCHASE OR INSTALLATION OF THE NEW TREES. Y 1 i' a E [ E.Y I T r. _ E30TANICAL NAM C ;MI�GN NAME CAL.1 H7. CONT. SNAUE TR<.ES OP2 1 QUUCUS PALUSTRIS —� PIN OAK 2112-3" CAL/10-12HT. B+B sueTo -AL 1 1 — CRNA4iENTAt FREES --- I ----- SL1310TAL 2 I-- 2� LAGERSTROEIMIA INDICA C011!viON CRAFEMYRTLE 1.1 112" CAL.18.14' HT. B+B — —------�- ---` — 210 10 5 0 20 1"=20' 5200 Buffington Rd. At/onta Georgia, JOJ49-2998 �Ri"38A �1E3`Y39L �i:4! �i�. ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY 0 MARK DATE BY MARK DATE BY A AL �FG o �ICHOLAS T GEORGAS r- Cert. No. 001653 7 01/09/20 �V \\ z U U LL z < rri 3 \ 3 <a'' H o....a a R. 1 N G I N L a; .€x. J. .N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE LANDSCAPE PLAN DWG EDITION 02 , 4 ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO, V166505 STORE ; #1856 DATE 01/10/20 DRAWN BY . MEG CHECKED BY : JcW CAD ID LSP-0 SHEET C=7,0 Hi16W166505\DRAVVINGSIP LAN SEISUN I NAL SITE PLANMH505-LSP-0.DV4G PRINTED BY: NIG I BSON 1,09.20 94.54 PM LAGI SAVED BY. TFRADIK LA, ND SCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS, C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. r= n - �L I D STALL BE �. 3 LAYER OF DOUBLE SHREDDED D. MULCH -THE MUCH AROUND THE PERIMETER OF THE BUILDING F 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 TESL- PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF -TH E n J-RICAN 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 ix-, WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLA.N T S 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 Al SIX IN CHES 6" ABOVE THE GROUND EXCE EDS 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, STOCKPIL ED 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 E_IMB 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 -FREE 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. TFIE 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 MUI CH 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 IVIAY 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 NIIX. 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. 0. PLANTING FEASIBLE, rn - A. INSOFAR THAT IT IS PLANT r 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 UNPI_ANTED 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 13E PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONIS 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 BAIL PRIOR TO BACKFILLING. E. POSITION -FREES 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. -THE E CERTIFICATE _ E ISSUANCE OF ANY 'ERT {-I(-'ATE I CAPE AS SHOWN THE F. PRIOR TO i H IS C I ., O OCCUPANCY THE PROPOSED LANDS S O NON APPROVED LANDSCAPE PLAN MUST BE INSTALLED, _D INSPECTED AND BYr E 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 DUPING 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 NIUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. F- \ H. FURTHERMORE THE FOLLOWING TREE VARIETIES ARE UNUSUALLY S SUSCEPTIBLE TO WINTER DAMAGE. WITH UNU TRANSPLANT T SHOCK AND THE SEASONAL LADE,r OF NIT F PLANT DEATH I NITROGEN AVAILABILITY THE RISK O S GREATLY INCREASED. IT IS NOT RE C'OIVIMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUIVI PLATANUS X ACERIFOLIA BE-FULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOEI REUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFL UA TII IA TONIENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: «1 PART PEAT MMOSS - - 1 PART CON11i OS TEU .,O PJ _IRE IV1AN 6Y 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. r` SHALL BE PLANTED o� THAT THE -FOP OF THE ROOT BALL THE POINT AT WHICH THE ROOT FLARE K. ALL PLANTS , 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. TREES - I ( R�L-.E,� DIRECTLY ADJACENT 1 O WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED L. ALL PROPOSED T TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A'/.L' LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL I EA' SHALL BE WEEDED AND TREATED WITH AFIRE -EMERGENT PRIOR TO PLANTING. r,_L GROUNDCOVER AREAS E A R'S - CHENIICAL as PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS Af\ID 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 PLANI ING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS L IS FED HEREIN. 10. TRANSPLANTING WHcly 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 LA(/VN AREAS SF-IALL 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 BYTHE 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 PLAN-1 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 NJIAINTENJAN•JCE 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 SHALT BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE .ARCHITECT DO NOT STAKE CDR -- FOLD BURLAP AWAY FROM FOP OF WRAP TRUNK \ �/ ROOT- BALL r r t FLUSH GRADE OR PREPARE WIDTH C F SET ROOT )ALL F_JilH TO PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. 4% 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 Pi ANTING ADD 3 TO 4" PART COW MANURE 3 / OF WELL -COMPOSTED LEAVES PARTS TOPSOIL ^_ OR RECYCLED YARD WASTE TO 3ED I�I.i� f ILL_ INTO TOP 6" OF • I! II PREPARED , «. - - - -_ - R R�PAREI� SOIL. - _ I -- I , II_ -III II I 1) I a UNDISTURBED - / I II i II I _ -, - -- - p�_ {� I - f 4--W DEEPER THAN ROOT BALL --^1�--N SUBGRADE I-1 =III= I I ( -III- 1=I - (- REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES \ BACKFILLING. BURLAP SHALT- BE FOLDED TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE BASE OF ROOT- BALL -SET R007 BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: HITECTURAL GRAPHI C 1 STANDARDS 998 SUPPLEMENT. ARCHITECTURAL EVERGREEN TREE PLANTING E _"AIL NOT TO SCALE - ONLY TREES WITH ONE MAIN LEADER ° a d SHALL BE PURCHASED. DO NOT PRUNE od v ° I ° o TREE AT PLA-NTING UNLESS DIRECTED dd° TO BY PROJECT LANDSCAPE ARCHITECT , DO NOT STAKE------.,_ ° OR WRAP TRUNK FOLD BURLAP AVVf\Y FROM PREPARE WIDTH OF-. v oo TOP OF FOOT- BALL PLANTING HOLE 6 FT OR o° TWICE THE WIDTH OF--'-� 0 o o SET ROOTBALL FLUSH I CJ GRADE - C HIGHER 1N Df.,,EVF�RAL INCHES H G THE ROOT BALL; WHICHEVER IS GREATER d 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" O NELL,UMPOCF D LEAVES OR UNDISTURBED-----__, RECYCLED YARD WASTE TO BED SUBGRADE �- —I 11= T T - = I I—III1 III' ! I- AND TILL. IN 1 O TOP 6" OF PREPARED SOIL. I I I- DIG WIDE, SHALLOW HOLE-------- _I II - - I I I -III= ul I i=1 (I=III- ------REMOVE 4-1Y° DEr PE, HAN ROOT I BALL THE TOP I/3 OF THE WIRE BASKET IF WITH TAMPED SIDES —III,-I / I II I I ' I I- PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE � TAMP SOIL SOLIDLY \\ BACKFILLING. ING, BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO iN TO PLANTING HOLE ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT . DE(.- �I DUOUS TREE PLANTING L�LPI�A IL 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 TF WIRE BASKET IF PRESENT. AN AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURL) SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGRE=IE SHRUB PLANTING DE`IryAO. - NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HAR:DNJOOD MULCH FINISHED GRAD I--- -� 2 CONTAINER -GROWN <UBS, USE FINGER OR ALL HAND TOOLS TO PULL - ROOTS OUT OF THE OUTER 'ER OF POTTING SOIL; THEN f OR PULL APART ANY J IS THAT CIRCLE THE 21NIE-TER OF THE CON IAINER -HICK LAYER OF DARK DWN DOUBLE BEDDED HARDWOOD LCH ISHED GRADE ACE SHRUB ON M SOIL IN FTOM OF HOLE. DISTURBED 3GRADE L SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPA C ING. XlSTING SUBSOILMINIMU 6" TOPSOIL— z III III ,II iil II III III -III-- TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/ GROUND COVER PLANT- DE,TAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWINGSEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE ('1/2" DIA.) 12 GALIGE GALVANIZE) VI RE GUYS TpiSTED 2" DIA. HARDWOOD STAKES 2/3 FREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR -TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 FARTS TOPSOIL UNJDISTURBEE) SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL. ` _.�.---ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE -- !d TREE AT PLANTING UNLESS DIRECTED d d TO BY PROJECT LANDSCAPE ARCHITECT -SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE VVIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE _ _ _ _ r Y TAIL NOT TO SCALE ,S ice, !C �� 1 t.S � 1 -I ' A -) I Nrk,' 1. IVIATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF -THE FOLLOWING VARIETIES AND AT THE SPECIFIED CONIPOSITION: 1.1.1. 80%-TURF TYPETALL FESCUESEED -1.1.2. 10'1%- KENTUCK`P' BLUEGRASS SEED 1.1.3. I0 % - AN NiJAL .%E GF.1,il 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 N JEUTRA I_INJIE 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, OF?, BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1000 SF. DO NO F INSTALL. MULCH SO THICK THAT IT ~ ` r �()I�IPLE I :._L.. COVERS `- GROUND. T PilOIL SHOULD BE VISIBLE .V__It3 "Ff-1E CAR , . O TFIROUGH THE S I RAM LAYER. PREPARATION: 2. EXECLI TiOi`� AND 2.I. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PFi OF -THE SOIL. ALL INSTALLATION AR EAS SPIOULD BE PREPARED TO AGRICULTURAL STANDARD RECOM1\1ENDED BY THE DEPARTMEi\I-F OF AGRICULTURE WITHIN THE STATE WHERE T HE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR KELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECONdIMENDED ACCORDING TO SOIL ANALYSIS. YSIS. 2.2. ALL 1n/i�FDS AND UNDESIRABLE PLAN TS S',-ICiI-.J!_D BE REIMOVE1) BEFORE PLANTING BY METHOD OF C�PRAYING OR TILLAGE. A NON -SELECTIVE rIERSICIDE CAN BE SPRAYED ONIE MONTH PRIOR TO PLANIT'INGTO KILL ALL, WEEDS AND UNDESIRABLE PLAN FS THAT MA-Y COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT L.E.AS T 4 WEEKS PRIOR TO PLANT IrJE:, ;-.NIL} f\GAlitd 2 WEEKS AFTER THE INITIAL iA1_. TILLAGE. THE -TILLAGE PROCEDURE C,'-\N BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA, IS TO BE TOPSOIL ED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH, A CULTI-PACKER, TURF ROLLER, OR SHALAR DEVICE TO FIRM THE SEEDBED, THIS PROCESS HELPS ACHIEVE THE DESIRED FIRNINESS. SOIL .SHOULD BE FIRMED TO 85% OF COMPACTION. 3. iNSTALLATION: 3.I. STI ICTL:Y COMPLY WITH INIAaJUFACITURER'S INJST,ALLA IO[v1 INSTRUCTIONS AND RECOIVi ViEf,1DAfIONS. 3.2. EQUIPMENT USED TO SPREAD ,TEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITAI E SE:ED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS -TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME: OR N=:UTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE .SEED GERMINATION AND VEGETATION GROWTH DLJF:ING 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 801-1 f.-� PER. ACRE' 3.5. FERTILi ZER SHOU1-0 BE SPI,EAD EVENIL.Y OVER THE SEEDED AREAS AT THE REC TAME-NDED RATE DETERZKIIINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STAR FER FERTILIZER AT A RA T L- OF 2.501.-BS PER ACRE- (5.81 1000 SQUARE FEEL-). 3.6. ;A FiOLi_-D 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. (FOLL.O\A1 REC PRODUCT NiIANUFACTURER RECONIMENJD:ATIONS.) 4. (MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION! WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NIATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURII AND PLANTS ARE VISIBLE THE FREQUENCY OT CAN CABE CUT BACK WITH HEAVIER, APPLIC;ATIONI 'i:AT'ES. 4.2. REPAIR AL I- SEED WASHINGS AND EF,OSION1. UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETIOI\I OF LANDSCAPING WORK. THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRII`AMINJG OF ALL INSTALLED VEGETATION, PLANETS, TREE, BUSHES, SHRUBS, GRASSES. GRASS, ORNAMENTAL PI -ANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INNCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF T-FIE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE. FOLLOWING: TREES ADJ AC E I J I FCI V-./ALKVVl\YS AND AREAS OF- PEDESTRIAN TRAFFIC RAFFIC IV1US T BE NIA.IN TAINT:D TO ASSURE T HAI AN ✓ BRANCHE,13 MUSE BE LINISED UP TO A CLEARANCE LIGGJTT OF 7 F IT. (FROM ALL PEDESTRIAN) SURF; ACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. TREES WIT HiN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED f O 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 EXCFFDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAY S. v FALLEN PE ANIT 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 Buffington Rd. Atlanta Georgic, JOJ49-2998 Jul �.. r a'iU bdS33., d �'44, 1�s . � del. Doll beth : you dig, ALWAYS CALL 811 It's fast. It's free. It's the law. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY r NICHOLAS T GEORGAS Cert. No. 001653 9� 01/09/20 Q � c'4 P RG A i z j X n U -= u w N amo\\\\o� - - u zne of H o` � �LL s a \.....: l E N G I N E E R 1 tN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Pax: (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 IX180% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE ; : 01/10/20 DRAWN BY MEG CHECKED BY : JcW._ CAD ID LSP -0 SHEET C=7,1 HAI6AV166505VDRAWI NGST LAN SETSMITIAL SITE PLANW166605-LSP-/.DWG PRINTED BY, MGIt1SON 1.09,20 @ 4.54 PNI LAS f SAVED BY: I FRANK