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HomeMy WebLinkAboutARB202000008 Plan - Submittal (First) 2020-01-20INITIAL SITE PLAN CONTACTINFORMATION REFERENCES BOUNDARY e, TOPOGRAPHIC/A!9 TA UFZVEY: ENTITLED' BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY CHICK-FIL-A, INIC" PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV166505. DATED 8/29/17 BUILDING PLAN: CAD FILE ENTITLED ZZ 19-428 A -BASE 0-1856" PREPARED BY HFR DATED 12/24/19 LETTE_R OF DETERMINATION - PARKING REDUCTION-. -- - r ENTITLED "LETTER OF DETERMINATION LOD201900033 CHICK-FIL-A, PARKING RED h,TiOfd" PREPARED BY: COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DFVEL.OPMENT DATED 12/16/2019 A ALBEMARLE DEPARTMENT. OF COMMUNITY DEVELOPMEN-I CONTACT: FRANCIS MACCALL - PRINCIP.AL. PLANtt1ER 401 MCINTIRE ROAD, NORTH WING CHARL OTTESVIL LE VIRGINIA 22904-4596 (434) 296-583- EXT. 3088 (P) AL rBENIARLE_ COUNTY SER VItIE AUTHORITY 168 SPO1 NAP ROAD -- CI IARLOTTESVILLE, VA 22911 (434) 977-4511 (P) DOMINION POWER, 1719 HYDRAULIC ROAD L"HAPLOiTESVILLE, VA 22901 CONTACT: KELVIN PARKER PHONE (434) 972 -6738 E-M�AII1_: KELVIN. rM.PARKER@DOM!NIONENERGY.COiM "'IL1AR,LO TESVILLE GAS 305 4TH ST I,IVV CHARLOTTESVILLE, VA 22903 CONTACT: CHRISTIAN CHIRICO PHONE: (434) 970 - 3811 E-MAIL: CHIRICOC@CHARLOTTESVILLE.ORG SPRINT 979 SEMINOLE TRAIL CHARLOTTESVILLE VA22901 PHONE: (844) 305 - 4990 S FC7R 01 LOCATION OF SITE q v ­lqupl; PALBEMPARLE COUNTY, E L Am L Q CA `I' IQ II 1�(fAP (��t COPYRIGHT: MICROSOFT CORPORATION OWNER/DEVELOPER CHICI<-FII= 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�NCRA NOrE. VA@f3ohlerEng.com IT IS THE RESP014SIBILITY OF THE CONTRACTOR TO RFVIEV ALL .r THE DRAT 11NC ' ARID SPEC IFICN IOFl ASSOCIATED b^jl FH THi PROJE,T - \NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTIC. I SI4'.;U[D T ]E CON PACTOR FlDID A CCNFI IC F VJII"I I I H DOGUhIENTS RF-L `TI`;� TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRAGFORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN O N TA C T a J O N C y WRIGHT, P , E� r )AtRITING PRIOR, TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACT OR TO NOTIFY [HE PROJECT EN5INEKR SHALL CONS ITU I ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO C061PLETETHE .,COPE OF THE'NOPl<AS DEFINED BY THE DRArVIN3SAN-F IN tl Iri -- k �. I N-"- Sa 14UNIGER— SHEET ` COVER SHEET r -ES I GENE"rtAL NOT GENERAL NOTES AND LCGEj C-0 BnjUNiD RY ,v , lr l APi i DEMOLITION PLAN SITE PLAN r C-2 0 GRADING AND DRAINAUP A a EROSION AND ,'i;l ! _\' , < L PL ` ! i 1 FR0S1 )N E `' DIi'viw h 11 CJ(! L) E DIN i. , ';_ 2ri fl iUIt.YIN G SITE i'L AI`.9--..-_------------------ t --�-------------.��._ �,.,_�.------- r :..r- rJ rE DL iAll S I 4..-. LA ND"'CAPE rlANI 7.0 i LANDCCAPE 110TES� AND DETAILS 1 - -------- . ... mw­\ 5200 8iffington Rd Atlanta Georgia, 30349-2998 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 4� 01 /10/20 e' a z r�7-0 C e � z � r a n U ,, 6 dig, P .:zo f= %%\\ 3 n 05 rWillo [ B .C. -.c;: N h E.Kz""" G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540)349-4500 Fax '540)349-0321 STORE SERIES ¢C 350 h OODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE COVER SHEET DWG EDITION 02.4 ❑ PRELIMINARY X 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE : 01/10,1120 DRAWN BY ---MEG CHECKED BY : JCW CAD ID : �>�.-'__ SHEET u=010 H:A16p/166505VDRAWINGSVPLAN SETS\INI F AL SIFE PLAN\✓i6_505-SDP-0.DViG PF N TED BY 9H'5', DN 1 09 ''0 ED 4 31 PM LAS i SAVED 3Y VGIBSON GENERAL NOTES (Rev. 1/2019) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED 1-0 BOHLER Ef',IGIINEERING, VIRGNNIA (HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. -THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER ENGINEERING, IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLI`CTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONSIREPORTS CONTAINED F-FFREIN. 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 THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS -THE CONTRACTOR's RESPONSIBILITY -TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED To, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH -THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND 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 BE!NG USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,THE CONTRACTOR ivius-r ENSURE THAT ALL REQUIRED PERMFI_S AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABR ICA,TION IS TO BEGIN UNTIL -THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON -SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLAINS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOU F BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUIVIENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS,-] WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHrrEcTuRAL/BUILDINIG PLAINS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POIN-1 S, ELEVATIONS, PRECISE b3UII DING 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 \INJITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMEN rS ARE To BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR's OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMIMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY -THE ENGINEER OF RECORD, IN WRITING, 01' ANY SUCH 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 CREATEDJHEN -THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12, ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURF A CE CONDITIONS AND FURTHER, H15,S NO 11 - LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY, 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE \A1ITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S -SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF -THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE T HE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE _1­0 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 �JVASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICHHAVE JURISDICTION OVERJ HIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR's SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY CON1PLIANT 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 EXISTING CONISTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT i\IOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME 1-0 INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION, -THE CONTRACTOR IS RESPONSIBLEFOR AND MUST REPI ACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPNIENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEWOR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT -"-(-j OR ' BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WFF'r-i -APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES, THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME, THE CONTRACTOR MUST, PROMPTLY. DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRAC FUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED 1-0 SAME. THE ENOINEER 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 THIRDPAPTY 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 - - -TO ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE. THE CONTRACTOR AND/OR OWNER AGREE AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY 1NIDENINIFY 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, PARTNEFS1, 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 HARNILESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY -THE CONTRACTOR HEREIN. ALL CONTR A CTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIFICA TFS OF INSUR A NCE AS EVIDENCE- OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE EN-1 IRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER -THE COMPLETION OF CONSTRUCTION AND AFTER ALI PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT -THEY WILL, TO THE FULLEST EXTENT PERM1,ITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVAj\rFS, 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, SIATUTORY 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'AflTH 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 ANY 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, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN -SCOPE AND REVISIONS THAT RESULT FROM SAME, THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR 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 VVFf 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 HEALTH 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 FROM ANY LIABILITY -To BOHLER ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NO-FES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAINFE BOHLER ENGINEERING AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR's POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT is CLEARLY AND SPEC[ FICALLYWITH IN BOHLER ENGINEERING's SCOPE OF SERVICES CONTRACT WITH THE - OWNER/DEVELOPER, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DA. rA, SAMPLES, AND OTHER D A TA, 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 CONTRACT DOCUNIEt',ITS. 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 CONTR A 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. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS.THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER ENGINEERING's ATTENTION. BOHLER ENGINEERING IS NOT REQUIRED -TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 2b. 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 �hl_FHIN 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 RESPECTTHERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, INIUST 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 CONTRACTO R- IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR's SOLE RESPONSIBILITY. 27, OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN: AND, FURTHER, THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING APE 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 ANDIOR 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 ENGINEERING INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TOAPPILICABLE 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. 661 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 IVIANIUFACT 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 INDENINIFY, 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 COMPLIANCEWITH 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 CONIPI ETELY RESPONSIBLE FOR FAILING 1-0 DO SO. 'i 2. AS CONTAINED IN' -THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE WORDS'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 COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOESINIOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUI'VISTANCES. SIT - , - F, LA'V0_T1LJT NOTES (Rev. 112019) 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'SPECIF[C NOTES. 2. PRIOR TO THE CONFIVIENCEIVIENT 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 IOkjAL/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, STAMDARDS ANID 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 DINIENSIONS SHOWN ARE -TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION is -To,,\ PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NfOTES (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 1-0 THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY %AJITH 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 fHE 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 RECONIMENDAI-IONS PRIOR T(_) -THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4, THE CONTRACTOR IS FULLYRESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR -To 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 WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMIT -FED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THESTATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAID 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 INIATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES �IND 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, REQUIREINIE111TS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN -THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS. OR RELATIVE TO OTHER PLANS, THE GRADING " PLAN -TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY 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. 4-1 AC C r--i S,-,113TLTT-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 MORP STRINGENT OF� (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEC. AND 42 U.S.C. § 4151 ETSEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT V,1HEN -THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED INTHESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUS-FRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TOTHE FOLLOWING� A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS - SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS PAININIUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED,1:50 (2,0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C, ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2�0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS IVIUST 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%) S PE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHE�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 LIANDINIGS 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 t'VIUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCIANS1 Al 17.1-2009 AND OTHER REFERENCES INCORPORAT ED BY CODE), F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE CON4PONFENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONSSHO'11VN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. -THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY \AIAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCT ED INIPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES, G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR's FORMS PRIOR TO POURING CONCRETE. IF ANY INION-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIORTO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORM[NG CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITHTHE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. - -DEMOLITION NOTES (Rev. 1/2019) -1. THE GENERAL NOTES MUST BE INCLUDEDAS PARTOF THIS ENTIR�E DOCI'UIVIENT PACKAGE AND -ARE PARTOFTHE 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 FANIILIAR WITH AND ACKNOWLEDGE 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 ALL OTHER A DJACENT FACILITIES. THE CONTRACTOR MUS_r OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE C-,OVEFiNMENI-ALAU-FFIORI-I-Y(IES) PRIOR TO THE COMM ENCEml E NIT, OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT -1-0 THF__ 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" (IXJIUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS, 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDI PONS REGARDING ITEMS TO BE DENIOLISHED, REMOVED, AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEWALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR -THE CONSTRUCTION Oil: 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, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, ND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR. AND THE PUBLIC, 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND IMEANS' NIEGESS,A�RY -1-0 PREVENT MOVEMENT SETTLEMIENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEINJIFNTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR's SOLE COST, NIUST REPAIR ALL DAINIAGE -TO ALL I FENIS 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 ENGINEERINGARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND (;ONTRACTOR SAFETY AND SAFETY -TO ALL PROPERTY ON THE SITE OR ADJACENTOR NEAR -1-0 THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH rvIUST INCI UDE, BUT IS NOT LIMITED -1-0, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND coNis,rRuc-riONI ACTIVITIES. THE CONTRACTOR IMUST 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, RAISE,,NNY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, ANDIOR 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 ANDIOR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRIT-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 - rnoN WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE OiNE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, -TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. vvrri-m 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 DUPING 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 SPEC] FICATIONS kEGARDINGTHE 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 MININIIZE 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. L IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS NIATFRIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN ' THE PROJECT PLANS AND SPEC I FICATIONS, OR THE CONTRACT WITH THE OWNERIDEVELOPER, -THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, 11\1 WRITING AND VERBAI-LY, THE OWNER AND ENGINEER OF RECORD AND BOHLER ENG [NEER I NG, THE DISCOVERY OF SUCH MATERIALS -TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. P 11. 'THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS-CONTAIINING I'VIATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFOR'M ALL AGENCY NOTIFICATIONS As REQUIRED, AT THE CONTRACTOR's SOLE EXPENSE. '12, THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTJVITIES. DEMOLITION OR REMOVAL OF FOUNDATION �/VALLS, . FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESSSAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPEC ,IFICATIONS, OR PURSUANT -1-0 -THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION, 14. THE CONTRACTOR MUST BACKFILLALL EXCAVATION RESULTING FROM, (DR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND IMUSTBE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW 1N,11PROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED [[-,I THE GEOTECHNICAL REPORT, BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND IVIUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED -TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION -TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. '15. EXPLOSIVES MUST NOT BE USED WITHOU] PRIOR WRITTEN CONSENT FROM BO TH THE OWNER AND ALL APPLICABLE, Nl-_�CESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVI­_PSFE THE INSTALLATION OF ALL OF -THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE 1-0 CONDUCT AND PERFORM ALI If\ISPECTION AND FSEISPY11C VIBRATION -TESTING THAT Is REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 'I 6. 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 COINIPLETE, THE CONTFRACTOR MUST CLEAN ALL ADJAC EN-TSTRUCTU RES AND II'vIPROVENIEN FS -To REMOVE ALL DUST AND DEBRIS WHICLITHE bir�MOLITION 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 RI=IVIOVED FROM -THE SITE AT -THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT 1`10T LIMITED TO, THE PUBLIC RIGHT-OF-WAY, '18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLAi\IS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES -THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TOTHE O�I\JNER/DEVELOPER UPON COMPLETION OF TIHE WORK, ALL OF WHICH IS AT THE CONTRAC FOR'S SOLE COST. -19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THESITE ALI - UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR -To CONTINUING CONSTRUCTION IN I -HE A;REA AROUND THE TANK WHICH EMPTYING, CLEANING AND RENIOVAL ARE AF THE CONTRACTOR's SOLE COST. LIG31-ITING NOTES (Rev.,t/2019) 'I. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUNIENIT 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 \1v1TH ALL OF THE GENERAL NOTES AND ALL OF THE PLANIS'SPECIFIC NO FES, 2. THE'LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR RE-QUIREMENITS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCYAND GOVERNMENTAL REGULATIONS. 3. THIS LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES ANID OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMET'RIC 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 OWNERiS, 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED 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 TOILERANCES,VVEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND -TYPE- OF LUNIINAIRES. POWER SYSTENI. CONDUITS, WIRING AND ' OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, IVIECH ANJICA L ENGINEER's AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITENIS MUST BE INSTALLED ASREQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE IN'STALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE 13UII-DING AND ELECTRICAL CODES. S. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATiONIS THAT CONFLICT \jVITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD's ATTENTION, PRIOR TO THE COIAMENCEMENT OF CONSTRUCTION, 9. -THE LIGHTING CONTRACTOR MUST COORDINATE WITH -]-HE PROJECT AIRCHITECT REGARDING ANY AND ALL POWERS SOURCE FROM VVITHIN THE BUILDING, AND TIMING DEVICES NECESSARY 10 IVILET THE DESIGN INTENT. -10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR POT,�,TED OPTICS ARE INSTALLED AS INDICATED ON " THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. SOIL, EROSION &SEDIMENT CONTROL PLAN NOTES (Rev. 1/2019) �-j I_ 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUNIENIS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY CONIPLY WITH THESE Numf.-3, FNITHEIR ENTIRETY. THE CONTRACTORMUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY I WITH ALL Oil- TH�: GENFER "LiNOTESAND ALL OF THE PLANS'SPECIFIC NOTES. 2. EROSIONCONTPOL N,11HASIURES INIUST CONFORM TO THE __ VIRGINIA DEO GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERV�IISP NOTED, OR UNLESS ENGINEER CLEARLYAND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SFFEvVOIsK MUST BE. PERFORMED EXACTLY AS INDICATED IN THE EROSION SRUCTION NOTES. 3. T'rlE�Dt�3-FUP,BEDL,'-\INIDARE,'kOFTrifFi�;!rEiFjAF'PROXim,,\�rELYi�,�',�2 ACRES. 4. THE FOLLOWING EROSION CONTROL IMEASURES ARE PROPOSED FOR THIS SITE: A. 15TABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEIVIPOW\PY GRAVEL CONSTRUCTION ENTRANCE/EXIT Is To BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE, B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUINDALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEINIPORAFZZY FILt_ AND SOIL STOCKPILES. C. INSTALL FILTER FABrTC1 DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE OUANTITY OF SE-DIMENT. INSTALL TEIMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND TIHE LIMITS OF DISTURBED AREA. 5. INSTALI ATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS, 6. THE CONTRACTOR MUST INGPECT EROSION CONTROL MEASURES WEEKLY. THE CON TRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLPCTED 01\1 THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEIMPOPARY SEED AND I'VIULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VFGE. FATED YATHINI 7 DAYS, WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST AGET AE 11 8. -THE CONTRACTOR MUST 1INSTA ' I LL ADDITIONAL E EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DI ,SCHARGE Or' SIL-L-LADEN RUNOFF FROM EX,ITING THE SITE. 9. THE CONTRACTOR MUST SE: RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON -THE SITE UNTIL PERMAINENT PAVING AND TURF/1-ANDSCAPING IS ESTABLISHED. TIFIE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL IMEASUREStAJUS-1 BE INCLUDED INI THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONFINUF: TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHNIENT OF V,E:GETATION. I t TH E CONTRACTOR M LIST R ,F]VIOVE EROS ION CONTROL M EASU R ES, SI LT AN D DEB RIS AFTER ESTABLISH I NG P ERMANE NT VEGETATION COVER OR OTHER INSTALI-114G A DIFFERENT, SPECIFIED N'IETHOD OF STABILIZATION. 12. TFIFS PLAN REPREISENT-S THE MINIMUM LEVEL OF IN'iPLENFENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARYTO COMPLY WITFIALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 1 '13. -THE CONTRACTOR, MU'D'F Pfi,Q-TE(��'T ALL EXISTING TREES AN06HRUBS.THE CONTRACTOR MUST REFER TO THE LANDSCAPE ANIXOR DENIOUTION PLAN(S) FOR -FREE PROTEcTioNi, FENCE LOCATIONS AND DETAILS. 14. -THE c0i,4FRACTOR IVIU-S-1- REFER *-TO GRADING PLANS FOR ADDITIONAL INFORMATION. ,I 5. -THE (' ,ONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR - OFF -SITE AS THE JURI!z3DIC TIONAL 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 OBSERZVATIONI IN ORDER TO MAIN I-AIN T HE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17, THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE I TORED. WASHOUT AREAS AND ANYOTHER LOCA7FION'8 WHER,E HAZARDOUS MATERIALS ARE S DRA._1__P,,4T,\,GE -AND UT4LIT'Y TNOTES (Rev,112019) 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 REFEREi\ICED HEREIN, AND TFIE CONTRACTOR IMUST REFER 1-0 THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTESA&ID ALL OFTHE PLA,NS'SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND -THE CONTRACTOR MUST INDEPENDENTLY � --------- 11 -;O[VIP"' NIES PRIOR TO COMMENCING ANY VERIFY ANDCONIFIRIA -THOSE LOCATIONS AND SERVICES WITIH LOCAL UTILITY ( - CONSTRUCTION OREXCA,JPO"IOINI. THE CONTRACTOR MUST INDEPENDENT LY VERIFYAND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL 01-11ER UTILITY SERVICE CONNECTION POINTS iNiTHE FIELD, PRIOR -TO CONIMENCING NY CONSTRUCTION. THE CONTRACTOR MUST REIPORTALL. DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR IVIUST VER FICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, W.-,',-FEP\, ELECTRIC, SA.N'ITAIRY AND STORNi, TELEPHONE, CABLE, FIBER OPTIC , CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER Is GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM -TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CON FRACTOR IS RESPONSIBLE FOR'REPAIRING ALL DAIINIAGE -TO ANY EXISTING UTILITIES 101HICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE ('J-'XJVV,I-FR ANI�A_I_ CONTRACTOR'S SOLE COST AND EXPENSE.THE CONTRACTOR MUST BEAR ALL COSTS A8SOCIATE� ' ) NjyrrH DAMAGE TOA&I'(F-XISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. ' 4� THE CONTRACTOR MUST FIELD VERIFY -THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILI TIES 13"Y'LIS11"JIG ATEST PIT -TO CONFIRM EXACT DEPTH, PRIOR -TO COINIMENCEMENT OF CONSTRUCTION. I ­TORNI�AJATER ROOF DRAIN LOCATIONS APE BASED ON ARCHITECTURAL PLANS. -THE CONTRACTOR IS RESPONSIBLE FOR D. ,3 P VERIFYING LOCATIONS OFS,-`,NN-_ BASED UI ONI FINAL ARCHITECTURAL PLANS. _-_1 6. -THE COINTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUNIENITS ANDARCHITECTURAL PLANS FOR EXACT BUILDINI-�� UTILITY UONNECTiON LOCATIO-MS, GREASETRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WFI H THE INDIVIDUAL CON/IPAI'.-IIES, TO AVOID CONFLICTS AND -TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED, THE CONTRAG *1_0;R IS, RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL �HLITY REOUIRE�vilEi,A-rs OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUiREFIVIENTS, RULES, STAJ UTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNEC F;ON:.`_'� PRIOR TO CONNECTING TO FHE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER., THE CONTRACTOR MUST IMMEDIATELY NOTIFY T'r-*IE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALLFILL,COI�JJPA 'I'I()tNi'l�,,'Q.1.),r��AC,11,'F:IL.I..IVIA-I'ERIAL,I REQUIRED FOR UTILI-f Y INSTALLATION MUST BE EXACTLY ASPER THE C I RECOMINIENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLIC,ABL,-- UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL ' AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT HA,S NO LIABILi I Y OR. RESPO�NISIBILITY FOR OR AS RELATED TOFILI ­ CONIPACTION A114D BACKFILL. 8. DURING -THE INSTALLATION OF SANITARY, STORiM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS ANOTHOROUGH RECORD OF COINI'STRUCTIONTO IDE-NITIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INIFRAS-R .UCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFOPIVIATioN coiNri­Aii�iEr) IN THESE PLANS. THIS RECORD MUSTBE KEPT ON A CLEAN,1OPY OF THE SITE PLAN, WHICH THE CONTRACTOR MUSTPROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR IAjIUST ENISURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORNI SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE- C011,1FRACTOR MUST COORDINATE IIASPECTION AND APPROVAL OF COMPLETED WORK WITH THE I AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITYPOLES, ANDI 01:1 POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RE�SPECTIVE UTI urry COMPA,NY, REGARDLESS OF WHAT -THIS PLAN DEPICTS. -1 1. WATER SERVICE MATERIALS, BURIAL DIEPTH, AND COVER REQUIREMENiTs 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 CONSTRUCITIO'N, [ I , ,,,, I . - 1 'I'll I - 5200 &Iffli�qlop Rd. AlldntG GeorqiG, JOJ49-2998 I 0� _� 1j,),,1wV,haVSbeI,q%M ca I I mm yn m d ig. ALWAYS CALL 811 %, It's fast. It's free. It's the law- j REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY A _44&4111161", ^_ `1 _. . . CJ JOHN C. WRIGHT *P .0 Lic. No. 046960 01/10/2 iNY AL - _m2n_ el :E 1 '110 lf�kNool I e 5 � �_ fr­-'�-A, Z �- ��_ 1 PA ,I "' L r, ��81 �� � � � C_� .,c " �. ,I 04 �N�' I �-� �. _8 24 $ �' � �.. N 4 , � �_, �- k-,. � � 1k , po � I �mkqm 9 u I� , W U _. 4 4 , 4 �g I7 -- '3 W �� � �j ,� " � 11 1, Z 116.111116. I r ­91 H p -I �4 W 7 11 � �-2 p � -!I � -, ��, p 9 � �- t.4 I 100111�`Ik\\ 0 � . �'�, - ��, 4 �� � �� �-,� 0 p U �m� kl.'.. z . m � �, , m - 2 I cn u� �, ,I . �, 0 Q ;1� � , H 14 p � H ?� , ,I � - I , � I - ,�, � .� �, �6 , ap",&',�! N . u _. W ,- -� �_ 6� , �'i rf) �1_ � p _� . ,� � � . - - I � - �, � � . � e _� #, , - I ,-, �_ " 4 - ". ��­, 11111,� �,_, �j 1 k_� ,,,, � ��­ , I 11- J U 11. I 1_j 1,_L�i 1­_ V; , - - 11 - L, N (11 I. N H L" 11 ( 11 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 ,� Fax: (540) 349-0321 VA@BohferEng.com __j 111111111111111 STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE NOTES DWG EDITION 02.4 El 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 i HA16V,/166505\0RAVVINGS\P LAN SEMMMAL SITE PI_AN\V11j6505-SUP-0.DVVG PR IN rLD BY NIGISSON 1.09.20 @) 4.31 I'M LAST CAVIED BY. M&BSON ALBEMA_R.LE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOTACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PANTING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION CTIOI! ME- THOUSr SHALL �ONFO..IV1 TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE OT°_ . 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROV IDED III ACCORDANCE WI TH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE. TO BE FERTILIZED, SEEDED AND (MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, E, 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 ALBEVIARLE COUNTY DIRECTOR. OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER. TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA-MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). VSMP & SWM SUMMARY THE SLIGHT INCREASE IN IMPERVIOUS AREA (<600 SF) DOES NOT INCREASE FHE OVERAL I 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. ' ti€ � t {'4t, rirsit(,, iI.I4a V tt g ni:a .2 7190? B96 1111oni(434k Fi��(U�,@)1. t 41€6 -- __.- __-_ ... owa--. ._... _._-�wwrnws.....•-rm.�m,w-,.>&u�d,r�:�n�iy,�•..x,�r:aa. t ,ernbor"'i6a 2019 28 Blackwell Park Ln � Suite 20-€ ( Warrenton, c�Tar knton, dl.A 20186 Letter oa =La=r-nfna,.1o11 LG2033 »N hi kFltnA PiaJ a iPUle� V.A 20-1 Owner - f ick-F-iINA inc. 5200 Buffington Rd tla!ntga, GA 0349 his 1,4..... F< .c I io o t 4ff � ".request *f ! "- parking determination for the r,..�..%'9l :. is ,' ?� ley. c_21:: �350 °€ �<S I�r�Oa Ira II`f rr?.�� ��rau� �. 'af...�I f,ar � Woodbrc)ok Dr, In accordance With Section 18-4. 12 of the Albemarle 'County (_-Aode tt1he Zo,nin e' I.II7"1F"aeI ED`� parking ���t+.�Gk� r�E LEi�e�ltf ,_;h�-.��1Gf� 4.1 .:.>�,�a''t'>_a:�1 �Ct�IT3iS��"L��'"1I" May Ti"T1@��' the r� L _ (_ `- E - ,� �L- � -� roqrrst is fQra reduction Of the ml€€>niuen parking rA.�..11mrirment fr Orel 00 suace.. to 52 spaces, re_d a ctiOra of 1%, Gross. Floor Area, 4,614 s.c1il feet Re,staurarit Use Parking Requirement (4. r2.6): 13 spaces per 100r) £,,f of gross- floor area Total required 'spaces, 60 Sp,aces provided: 52 As outlined in Sec,',.Jorr 4,12,2(c) the Zoning Administrator may 1° t w,,.e' the tnrinifr,Llr-r-=, ILaF7RlI of of, parking spaces if hefinds that the public health safety or welfare would be equaly or better 8 ;� i F � f�'S rates,, =�I' , parking, i X SIV�CI ti�� ��r.I��r��E�. � �;�t� tli� Iv��ilt�til� it�i�r�l�#IV�� I� rEl�. U�;�. �ixx.�.i€�I'! �.tw..,.P, and desoription of "he site outfined ri-i the attached report, `Report Supporting rtin Neq­+Uest ix Parldrig. Reduction,' it is I€7yoffit.iiil de::.lerr 6inatJ(.lst that f.3a(`I><ing toinivI:Wil €et)ut-,Cion 0€ 1 % t0 62 SpafC:`a3 d#4f311 ad>sqt1�;i.z''�1yIaltet the pi.Ibi:c health, :;ilfely 4:k" 4f„eli:ilk. Peqf:iIC,.PI`rei.k x..aEtd provide sufficient parking Chid<,-,V�VA It you are, aggrieved by this determination,. �� � a (''� right $ appeal I i t 11itl d 3 )"laysf c.( o t 1[r# rl tr Ill ('lt € 1iad (' irft Et°tt f7(�/i ad § 15� 2- � , -a if you °�. riot li-x _B T+I"tcl"4�� �8,���W Gil, Li i&`� C9e.anuir atio i shall be -final �jrid Tuna , eca[c bkl� . An appeal nriaA e taken only by filing -in appeal ap°a""iti31t ,,iltT me Zoning c@And R 3"� h i i 3 ' F � � � ,! tf1T C.}��€i'a € f arN� Iit3it,� Appeals,II �.1C.t �rr��iritt4 (, with A.r � �I the ._. flE � l� CI ....tas6_ �, #� fr e Of $258 pLs the C,Fc-tual cost of advc{ raising the app-_,,a, for public. hearing Dec erril:#e its, 201 h ,kFil P_r i,,,htg De-tertninatiot,.i Page ,k Apfal[catiOr`1S fot r'�4c pe- -fl of €fie ��'.C�17fP-g `ti�tlFtl€a II Eaa,+d s FD'Q-t�krrni(h.iC=on are available, t£C the �k � f _y..:`I �,w, +"1. , i oc �' hI0 1 McIntire ��L adt 4, i lit¢.€_. kac�� v "es s �, irgink..i -a , . � I> �� Development � i �:����� � � ti t ��.��rtrrrr°fi � r �.ITI1R Lili t� ��� t r .t � °.1 222902 or online at \,%lw.alberirarl org.<lc lapps, This form applies to the appeal Of a s. eci-,lark (if the zoning adr3Tinistratt-x or any C`?ther.admir-ristrat1'vfe officer pertaining t the Zoi Iltf l Ordinance, Regulations pertaining to the filing of art appeal to the board of Zoning Appeals arja located in Chapter 18, Section 34.3 of the Zoning Ordinance. They may be reviewed O'`111ne at w G.It,' t l aseg note that our onfine documents are in Adobe Acrc,)Test PCH forrnat aind must IBC viewed .1 - e�,, ..:. r t. `t' _ equivalent. 'o r ' 1 t t°'a thes f`� r j-'ifuC't irl is %. vaail�a§%l�� ��it�I tt"r �(�rr�, t� � �.F�;t I ���i� T �.r t�1 �..1Lrr'� �l�i�lt, �, link t_. ��� �� r�l.� � rl tl � � ` t:� 1 .a at the bottom r _ro. please contact irr r, you have questions or require additional 111fD rnation. Sincerely, Kevin McColluat Planner Designee to dhe Zranint,1 Administrator Attachrrl(,�,nt: Report ;supporting Request for Parking ReduCt€ori S I~A_14DARD D _1k A`W ING LEGE I --� FOR ENTIRE PLAN SET L.INII T OF WOF,K. LIMIT OF DISTURBANCE E1,IST,'.iV NOTE STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET -- ..-LOD-L00---- lYr_-1ICT' NOTE FE) l_ Ot`lSll i- PROPERTY -RTY LINE/ ».0.W, LIN_ PROPt RTY LINE / INTERIOR PARCEL LINE E,=,.SET+!&EINT L IiNE SEI BACK LINE CONCRETE CURB E. GUTTER UTI[,ITY POLE WITH LIGHT POLE LIGHT V4 TRAFFIC II LIGHT 0 UTILITY 'POLE --- l YF i SAL (� ?} LIGHT Y;yL T,CORN LIGHT -�f.._._..... TYPICAL. SIGN zx PARKING _ CIJI I,`l Ts All, SPOT ELEV,�,,TIONS LABEL LABEL IS f ORIYrI L^_ EL SAINITARYSEWER LATERAL UND RGROUND WATER LINE: -- - -, -- -- UiNDERGROUilD - t c_LC . RI , _INE _ - UNDER.GROUND GASTINE: OVE R I]EA D UiNDER(3ROUND TELEPHONE LINE 0 - UNDERGROUND C> BLE LIME: STORM SEar l`-- 1 ? /E F♦ SANITARY SEWER Irl, ,li`I IVY HYDRANT r \ SANITARY STO€F M ' l t h ° . I' �r- I f,��., 1 L.- O WWI-� WATER 1 OLA TER `. nal E r- f ._V_ -T { AS s VALVE - GAS METER - IPIr Al LJI HEADY,]ALL OR ENDVMALL ( } i ATE I`I LET s.i INLET INLET O Ci EAN •`.JUT t; ELEC-TRIC - M.;1'.1 IOLE ' MANHOLE ELECTRIC t,3A BOX ELI CTRIG �r,> ....:.. PE DESTAL MOi 1ITORING WELL TEST PI 410\4- B E IN C F ifMARK BORING AC ACRES ADA AMERICANS WITH PROPOSED NOTE DISABILITY ACT - - - { ARCH ARCHITECTURAL M'k2tidtbld'e*39d K:1'4n"`a'feW dif�+ •r_}.Si3b 3F^_P.t�iY36'i`_rdv`¢r�k.L]w BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK -_ _._-- __-.- _-- ----- BL BASELINE -- BLDG BUILDING -.. ._...... a._.._. ..:..__ _..w._-_- Bill BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET r_.L CENTERLINE CURB AND GUTTER EFL - _ CNIP CORRUGATED METAL PIPE SPILL TRANSITION COIN CONNECTION CONC CONCRETE DEPRESSED CURB AND GUTTER _ _ - _ CPP CORRUGATED PLASTIC PIPE --- CY CUBIC YARDS --- DEC DECORATIVE -- - _ -_ DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC -_---------------- - E LEC ELECTRIC 0 I ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE '0FSHOULDER ENIV END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR �+ FH FIRE HYDRANT _ --� Fri FINISHED GRADE G GRADE r - G.� GARAGE FLOOR (AT DOOR) _ GH GRADE HIGHER SIDE OF WALL 18 �__� GI- GRADE LOWER SIDE OF WALL ITC 516.+00 MNiAT(>iTY,]BC15.5 ) _ GRT GRATE -- ^� GV GATE VALVE HDPE HIGH DENSITY lPOLYETHYLENE PIPE �J HP HIGH POINT HOR HORIZONTAL - FEW HEADWALL �L----- IN ( INTERSECTION ERSECTION -- --- INV INVERT LF LINEAR FOOT _ LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE 0 LOS LINE OF SIGHT ---- ---- - LP LOW POINT L/S LANDSCAPE MAX (MAXIMUM MIN MINIMUM __-- --- _--- M1-f MANHOLE C- _-__ ti MJ MECHANICAL JOINT OG ON CENTER ----------- PA POINT OF ANALYSIS J PC CURVATURE RVATURE U POUND PCCR POINT OF COMPOUND CURVATURE, CURB RETURN -� - Pi POINT OF INTERSECTION r,�� POG POINT OF GRADE PROP PROPOSED PT POINT OF TANGENCY (30 PTCR POINT OF TANGENCY, CURB RETURN .' PVC POLYVINYL CHLORIDE PIPE -�- PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY I P RADIUS - RCP REINFORCED CONCRETE PIPE RET WALL RETAINING WALL R/W RIGHT OF WAY o,. S SLOPE i - SAN SANITARY SEWER SF SQUARE FEET F15, S T A STATION - ---- STM STORM O S/W SIDEWALK TBR TO BE REMOVED 7BRL 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 W/L WATER LINE { 1tU/M WATER METER -__-------_----___ - PLUS OR MINUS DEGREE k O DIAMETER if NUMBER \' \\1001 �s 5200 Buffington Rd At/onto Georgia, JOJ49-2998 Call 1 you drg. ALWAYS CALL 811 It's fast. It's free.. It's the law. REVISIONS: MARK DATE BY A MARK DATE BY MARK DATE BY A NLTHO� Z JOHN C. WRIGHT .p Lic. No. 046960 � �0, A 01 /10/20 ®t►�� AL a� Z 3 �h w ��y t R-al F6�� z z 3, C'3 U f4 06-A a ° P4 �y µA4P) z H � n air 1 ' t ::� 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540).349-0321 VA@SohlerEng.coin STORE SERIES 66-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE GENERAL NOTES AND LEGEND DWG EDITION 02 A ❑ PRELIMINARY ® 80% SUBMITTAL ❑ FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE 01/10120 DRAWN BY MEG CHECKED BY : JCW CAD ID ;SDP-0_ SHEET C=012 H:AI6AV166505\DRAWINGSVPLAN SETSUNITIAL-SITE PLAN.V166505-SDP-0 UM3 PRIM FED BY. NIGIBSON 1.6620 @439 PM L AST SAVED BY: I IGIBSON NOTES I� PROPERTY IS PARCEL C A' S RECORDED IN DEED BOOK 3242 AT Pl-'41E,490 AND BEING THE LANDS OF CHICK-FIL-A, tNC,. AS RECORDED IN DEED BOOK 3251 AT PAGE M ANIONI`3THE LAND RECORDS OF AL13EMARLE COUNTY, VIRGINIA AND HAVING A PIL) OF 46 93 D PER THE DEPARTMENT OF ASSIESWD,ITS, 2� AREA. 56,054 SQUARE FEET OR 1 �287 ACRES 3, LOCATION OFALL UNDERGROUND UTILITIES ARE APPROAMATE, SOURCE INIFORMAT F-)N FROM PLANS AND MARKOIGS HAS BEEN COMBINED WITH OBSERVED, EVIDEINCE OF IJTILITIE�� TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES, HOWEVER, LACKING EXCAVATION, I , THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE AC-CURATEL" COMPLETELY AND RELIABLY DEPICTED, WHERE ADDITIONAL OR MORE DETAILED INFORNIATION IG REQUIRED� THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY APPROXIMATE LOCATION OF UNDERGROUND UTh-ITIE-S IN CLOUDED AREA ARE SHUY,AIN Ptr, PRIVATE UTILITY MARKOUT PERFORMED BY INSIGHT ON AU' USI 02, 2017 AND FIELD LOGA,TEn WITH CONVENTIONAL FIELD SURVEY UNLESS OTHER�'1118r-, NOT50� 4, THIS FIELD SURVEY VNIAS PERFORMED UTILIZINGTHE REFERENCE MATEPIAL AS LISTrEU HEREON AND DEPICTS BUILOINGS, STRUCTURES AND OTIHER iNqPROVE�MEN'rs'i",'k,-IL'-'E-ON,,C)N AUGUST 06, 2047, BY SOHLER ENGINEEWNG- 5, THIS SURVEY IS PREPARED WITH REFVRFNCE I-0 -A TITLE" UPDATE RT-.',PORT PREPARED BY .FIDELITY NATIONAL TITLE--: INSURANCE COMPANY ORDER NO 2J�3� 17,52� SfEARCH PERIOD AkY 18, 2006 TO JULY 14 2016 (NO NEW ITEMS OF RECORD) OUR C)F510E HAS REViE,vVLo THE SURVEY RELATED EXCEPTIONS PROVIDED BY FIDELITY NATIONIALTITIL5 WISURANCE COMPANY WFUCH WHERE EXCEPTIONS WITHIN THE TITLE POLICY (NOT PROVIDEtoy 6- THE EXISTENCE OF UNDERGROUND STORAG F TANKS IF ANY. WAS NOT KN,,,')VtAw I AT Trik�` TIME OF ... PrIP FIELD SURVEY, NO PHYSICAL INDICATIONS OF SUCH WERE FOUND AT T HE TIME OF THE HELD INSPECTION OF THIS SITE, 7, ELEVATION$ ARE 8ASED OjNI14AVD 88 DATUM AND TIEU INTO NGS MONUPA-'-N r HJUMBER HWI 01 7 PER GPS OBSERVATIONS WITH A PUBLISHED ELEVATiON OF 544J6 38 FEET, 8, THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AFEAS DETERMINED TO OUISIDE THE 0.2% ANNUAL CHANCE FLOOOPLAIN) PER MAP ENTITLED -FIRm. FLOOD INSUR,kNGE RATE MAP, ALBENIARLE COUNTY, VIRGINIA AND INCOkPORATED AREAS AND THE INDEPENDENT CITY OF CHARLaTTESVILLE', PANEL 278 OF 575, MAP NUMBER tal 003CO2780, EFFECTIVE DAT E FEBRUARY OfA, 2005, REFERENCES� 1. MAP ENTITLED'OVERALL S[TE UTILITIES, AS BUILT WATER LINES, A N18W STORE FACILITY FOR� LOWE'S Oft CHARLOTTESVILLE, C.HARLO'rTESVILLE, VIRGINIA, PREPARED BY TROA,lAS B. LINCOLN, LAND SURVEYOR, LAST REVISED 01 MIJ31 998, 92. MAP r-NTITLED'CHICK-FIL,A CONCEPT PLAN -ROUTE 29, CHARLOTTESVILLE, VA", DATED 14123/04, AND PREPARED BY BOHLER ENGINEERING, P,C, 3, DEVELOPIMEN1 INVESTIGATION REPORT, CHICK-FIL-A. ROUTE 29 II& WOODBf?O-OK DRIVE. CHARLOTTESVILLE, VA, 0EPC-j S036509. 4, NIAP ENTITLED "PLUMBING SITE PLAN, SERIES 03-C� ROUTF29, ALBEMARLE C ,(')�,,,NTY VIRGINIA, RIO DISTRICT', DATED AUGUST -�. 20064 ANO PREPARE'l) BY BOHLER ENIGIINEERUNG, PC, TRAFFICENG1NEERING AGENCY, VIRGINIA DEPARTMENT OF TRANSPORTATION (CULPE' ER f-`tISTRx'CT,,, ADDRE�SS: 1601 ORANG'E ROAD CULPEPER. VA 22701 CONTACT: JOHN LYNCH PHONE k 540-82q,-7500 A(;-;�ENCY VIRGNIA DEPARTMENT OF TRANSPtOfTIATION (CHARLOTTES-0,1ILLE RESi,,,,,,*J4CY` ,'I ADDRESS: 701 VDOT WAY CHARLOTTESVILLE, VA 2' 27911 CONTACT� J08L OENUNZIO PHONE* 434-293-0011 SANITARY SEWER AGENGY�. ALBEMARLE COUNTY SERVICE AUTHORITY ADDRESS: 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22941 1 PRONE IA, 434-W7-4511 WATSR AGENCY� ALBEMARLE COUNTY SERVICE AUTHORITY ADDRES& 168 SPOTNAP ROAD CRARLUMSVILLF, VA 2291 I F-11-IONE * 04-1977-45"I I STORM DRAINA05 AGENCY� ALBEMARLE COUNTY PUBLIC WORKS ADDRES& 401 MCINTIRE. ROAa ROOM420 CHARLOTTESVILLE, VA 22S'02 PHONE 9: 434-296-5816 GAS UTILITY AGENCY,, CHARLOTTESVILLE GAS ADDRES& 305 41'H STREET NW CHARLOTTESVILLE, VA 220103 CONTACT: TO BE DETERMINED PHONE#� (434) 970-321I ELEC'mir, AGENCY: DOMINION VIRGINIA POWER ADDRESS� 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA22901 PHONE *, (866) 3P)6-4357 I � \ � i \%---Vlll A � ,*-Akk I �, -,�"- I - , 1, 1)" 1, ---1 "I-,, \-11 , � \ w w/nm - I I , '--,----1 , - - "--,--"-��.-,-�-�-,r,o..�l.--,-I , , � I tl . 11--lN--------f r4alm I �� \ m. wtemm- -, #,�-------,0w------ I , ,;, , I I 1� I - � -1/ i , I I - -iD � � Ili � - ---= �,--.----, .. i�� --l-l-= '\� I J� I I , \ I i�11EI,li'll'!, 411 7�'I,- , t��t " 'I'll ��� -1 ,'V�- 1� , 11 `1-1 �- -10 -1 I I i i- I % - I " I t I I , I ��',\vl, " I'll " , , ��, T , � , Nlzs \ t7 , � ," ", ki I � pw , , , a I "", - I -A � � , t A -�=Tll , -- ma � , I _S� 'IRRAM --�� ........ ------ , �R I , - , '�� � , i �Rll � I �l I , I-- " , I --11 . 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"'! 1� I � -111/ MEA55DRED RNANNA - VVA7, ER & �-�EWER I , � � ll� I , 11-1- . ... -- -'\\.- , �":��i - I 11 I I- �� ,- - -----�r�-1 � e�, 6. 11-0 I, � - -- �� 4`4-9-7-29`f� � � - I � -;- � --?." � 1��,;.11-1 -1-1 ,- - - 11 --- -- - � - , . , \ ' � ' �` � ...... ,'' 4�`,----, , - , - " , REFERENCES: ", � vD -," "',--, - - -� I Is , "t, 1� I 1 - ---' - 1, I I - -- ,� , � 11 -.-l6lr-- �--- � � 'I 1z, �l \ - -- , - - ' "�il 11 -1 - - �- --- 1� . -K ' I , , - - - I I I I',, "I - - - - - - - - ,,,, ,6 I -�� I .1111, -�� - lf--� , ,.e X�-APPRDIX', I 0C, 95ilf I , I �1, --_:�- I - 1�, I I - - "I --�::f - � --, 'RY,'-tNK `4-,6U -5660 -. - � - �� ALBEMARLESCHOOL'S, COMPAUINICAT 11473�-974-47 �� � - ,,' <,,,n,pl f "I'll ",---' ,� ,-� - -k OR) FECORD CENTLI i& I I , - , I �, & -N-�" -- - I 11 11 I-- - / I -�- I I I I 1-11, ,,�,,vf �-�` " 47151 IAA xlr h I lZUENT �-"� � 1, MAP ENTITLED "CULPEPPER DISTRICT DESIGN UNIT ROW PROJECT 4 I , �- " , �� � - -- w `,-il',L'2-',' `�- �T-7-,----7'57----- - --�- I I - - � -,- 1� CONITCAS� I' 804-562-38bl I I , "Ill - ��,=C- ��, - lj,�,�� �' I -� I � - -� 1 95 'It " I - I "I'll "I'll, - , ,- P-17-- - , . 11 -��C,- ", - 'I 9, RWL*202, SHEET16" PRERFARED .BY VDOIT, DATED MAY I IaBS, I I , "I - -��, , - ","", 11 " --, 11, --,� - I OR 112119 $Y 8029-002-F FISERLIGHT 4 1 01-T:14-02�81d' �� �,-- - I - __;_�' - - '41 ,,',,'-,,',ll "I'll, "I'll, I'll, , , , I I,- � ". --�- -�,--- .... � - - "I'll - �l I \11 0 REBAR VV CAP (BOHLER) FOUND UNLESS OTHERWISE NOTED - , - - - I , , - 11 I , - - I V I , ,I � , , ,--"ss�, I --\\ .... \\,\\\ ,,----"\\\\, 800-233-4237 1 --,, - , I , � 1, � I, 1, .7, I 1, I ` � � I , 'l- � -� - - " � -11 ", I QWE,- -IS I - I - , , I � 11 I'll , ; I "" ---� - N LUMOS NETINORK 804-608-516140 I - - � , - , - I - I I ,��,,,,_ - , ,�7- -, '' - - '11 --- T I �, "I' ,- " I 1\1 �, - � , \1 -- -1-1--tl -A-1- , -- 17:= - .... 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E F-'l- � D R M E D I � I T H E F I t t - 0 U N 0 E R M Y I I MW I I - ,J-4,941i ' amw , -L=81,9Z (R&M) , SUPERVISic-)N, �'i,'ND -TiJ T�-if-- 1-2,F"3-r ,-)P I NV ,,�i,4i--"",,�',!I�t�,(,-jr��17-:', BELJEF, AND INFORMATION, Tj-JA-T- THIS Iq BOU RY&A4RML T01 PHIC S Lw VT Y 1111111111-1�1111111011�1- �----� l6v Ms Lff ' , I CHB=N53"14'58"VVl (R) SURVEY HAS f3E(-'-N FER!-�'O,RPAEG, IN ��lf,"�','(),ROP���'�!C,',"--- 110'rk CURRENTLY Af.",0P.-PTED ACCURACY I � TC . I I I WiLfTyp�ANItIm-k --- � -,�_-' I AR 1597 PC m STANOARDS. THAT TI-4" Pl�Q,'Pl-'-,' Ty LINVL-S 04D, RE -'LA F hi")NISH I P OF BUILDINGS AND 0 'H ,R 11 I CHF ICK-Fly -A IN . L.MiLf"'YCOAPANY I I I- , " , ", " ,I , ,", � CH B=N 58"341 9"W � M) - ,� I E \ i-I - , � LOCAS, 5-1111,0XI I 5, f i "', C) L i E S -1 1 z , �,r\d RE"'CIA-S "', , EC'- ,,v - - - f i:�', �, 1-1 k- A � I �- i -- , - --- - � ,,,,ll, I �� - - ... - - CTURE'S -'�-) TH,EF, P; - -"`T� ',-,I' ,-4 m4D Fi IE ' AiN0 141101CATE-0- HEREON IS CORRECT. � I I ALK,fv-lARLE- VVATER &S[�NEER , N 0 R E S P 0 NGE ! �,,�17!17 I : Te2?,l 7 CH0=,81,8!T (FAM) STRUC � I - 11 - I . I v z - - I - � - - � � - - - . I � � �21 11 D 5 0 2t) '- , - -- � jjw- ,-"%kj0'I-" I ---L', " � -- m ""' -"-",, """ - I � I kafi�i�!!-!lmmf!l- I - I - � -11 - 1-1 - I'll --J I:"-- 1-10, aQv M,l�vw0mlvvft iinrvc I I �k�, 41". . I -- � RIO MAGISTERIAL DISTRICT . - -1-1 Vl-1 Ul'A --f-9, , , ,I I - AiN,',, STf -`:TUR", I I I O'� ,�J! i ��,� 0,-, �, '-;�, -,i'�+',)l flFo,,,C,,Ns i' 'i r THE OFFSL-TS SHO",AIN AR,E- !v' -11 ,H� - I I I " F�, I cTI 0 N 0' RILIC r:1 � ALBEMARLE COUNTY, ViRGIN[A Ufl­ ' -T' � `- , ," -9,r 0 L "I m0l''t, #,185--- - F E NGE, PERMAN E N T ALM A I,� L, IN � L. (� ,"m "",��,�t-,"� �- 1� � , 12'%��k�w t,: ". 14 . . d! .11 " w I I - � � � -11 11 , - . 1, - lll��,� 11 -. �� `*!4- 11 "'. � ��, ,,� '. �- �,., i, 3 11 - I (l - " \ � 'k � I �( "' """ ,y� ,jr I I � 226M DAVIS [Y,�AIVE, SUITF 260 1 I- . , I FM " �-11� �- lep 1 STERLING, Vir ,IM%2DI84 - . - 1 >. 4, � ,I sv,1661501 , N , H L \E-i�lj R1931%9500-101701WI FAX � �l --I � �; ILE 110 111 - 01 I " - � "", "I ­ ""- 1' WE � El ' , .�,; �'.k -0� �� � 5 I � B , , ,111 � SAU S' C` P, 'SS ,\111 I I'll, ... .... .. �� �� " , , , ..... 1. I I 1� � 1, I . 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B � a , 14-' ;� �l " -1, � s �- I j SCALE 11"NE -i't- � ,,A-d,v�� I," , -T-�, "'N -� e r , , - ��,'�,�11- - . � , -11 j�j , 0\­ -, P -1.0 VIRGINIA LICENSED Lj!-,r,ID St � R � � ,v 413 i z 1 �l �1� . . . . . , " �e,,4 � 01111"."311061111 I jo CR = I c I ,� , 20' m t I r \ I PARCEL A LOG. APPROX EASEMEN 7 D.8, 3242 PG: 490 >5' CITY GAS LINE T'' A`\ LANDS N,IF D.B. 159PG. 302 \ � Y" LOWES HOME CENTERS, INC, 09. 1573 PG 453 \ PID,• 45-93A I ZONE[): HIGHWAY COMMERCIAL \ I\ USE RETAIL � i \i l e Z i• ti zi N37-53'05"E R N31e33" 41(M) \� .. l� \, i • r , FOUND, , " \ —ACCESS EASEMENTT D.B 3242 PG 410 a PARCEL A D. B. 3242 PG. 490 LANDS N/F LOWE'S HOME CENTERS, INC D. B. 1573 PC, 453 PID.• 45-9JA ZONED.- HIGHWAY C01VIVERCIAL USE. &TAIL — — — -007" �3€N (R&M) — L=158.00' (R&M)____—-=- - 1�.i11 ,. Y i� �/ , LEPN i Er FNIA ETEL,RAPH COMPANY 104l1 r ' r�*f T Z \ ! D.H. 3,219 PC 198 J 3 t-F t \. \ l \l. `t F / , o .. i j'. 3\` x \ , , �.,.., \ \ i �1 \ S + \ IV yjk � ��\ •,gyp re,i`v n '\ » ;\,\Wit. ... - - x ' r'< t ,t \� — lk v t 73 , \ \ �. \? SOLID WHITE LINE TBR /{^ r a { TER \ it \ " ` CONC. TBR — w\ F I rti �7fTL./C3 '�..In ='� \p.? _ t` ,f _L �\ G r r^ \ i 4 f `a a � ), :501 G 507.55 < y � 1 rt < TC 50 02�r<<�'f --:\ .rQ p \ J(� .1 t \ \\, i. \' - ._ r, 56_.54 APPROX. LOG. FERMANENI EASt;rF 1T FOR r� _ n� i INSTAL CATION � M AINTr_NAN ( I F. .. Gc OF \ \, �1�NA_ �YST�� +€ � RW 202 r ROJ J6029-002 -f 19 w0T l / ' ... _ a , � / F . `•. POLE :. � _ \ � rc �-� 'rc � \ x _-- — _ — — — — — _s _ _ _—_ r 01./5\ s X 50L10 - ,1 \ ,r -----' HAND ; W2.2� \ s, c 5oa5�03.247s, ." �\� _ G 502.75 \ £l ��zw, 4 RA/L (TBR, \, +_ �- ..�,�� -_, E _�.. c-- =�' \d�' _ . `l'?. , , .", � ax _r" LQ I fdcNJ it ELECTRIC �: i L / } c,�30ARD TBR i LO!/ER T R / l fit',- \ , _ ASP -- _ HALTS ,� , •.. P ,.. tr< : �, > h I �°A�RCNT TBR � 13 Q \; , 9 CD i HE , CHB=NO3'32'06V M)it °. — -- — , 3 7.85(R&-1a—:, 1 1..- > Q:,- X-CUT.. £ 20 ;,�, `e 1'502� s — , i , £ , e , F /� , _ _ r \`\ � - .. ;;ri lr7 r.>?<z+.r$IEi�fT r`"O,' ,. ,. APPi1OX LClr' PG�r;+, _ r,j/ IGTI�r� �I r� f /NSTAl14T/ON ll,,<VIITcIiI/INCi-- OF S/GN.';'L SY51ci RW - DOT _ _, ,'?0 ,� O_.� CJ7 f1� , nrrr � r � �n _ � LEGEND r CONCRETE CURB GUTTER TYP. SIGN CONTOUR LINE SPOT ELEVATIONS PROP SAVVCUT LIMITS OF WORK 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 Q 20 1 20' 5200 Buffington Rd Atlanta Georgio, JOJ49-2998 allbefbmyoutt . ALWAYS CALL 811 It's fast. It's free. It's the taw. REVISIONS: MARK DATE BY A MARK DATE BY 0 MARK DATE BY A tiAL of V JOHN C. WRIGHT Lic. No.046960 01 /10/20 pa" per. �.a,.., .,. 04 s 12 \\ w � �,, ;g s i z x z s ts 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.corn STORE SERIES- 06C 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 ■ HA 16W1665051DRAWINGSVPLAN SETSVINITIAL SITE PLANW 166505-SSP-0.DWG PRIN fED BY: PIGIBSON 1.0920 @ 4,31 PM Imo' S IF SAVED BY MGIB,S-ON v> PARCEL A i D.5. 3242 PC 490 LANDS NIF {12 e LOWE'S HOME CENTERS,INC. D.S. I573 PG. 45J PID: 4� —9,3A ZONED- HIGHWAY COMMERCIAL USE REW4 R=13o5.00° (R&) _ — — 007°53'28"° (RAM)—=---- L.=188.00' (R&M)_-- CH8=N01J47'15V () OHB=NO3`32'060°W t'M) H:\16\V166505\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V166505 SS:P-6:DVV0 PRINTED BY. 6AGIBSON 1 09.20 @.4:31 PM LAS I SAVED BY: NIGIBSON S32°3323" W (R) S27°14'02V (M) / 32.80' (RIM) (RENT) �- �IRGINIA TELEPHONE- & TEI-EGRAPH (VUPANY. FASEVENT D.B. 320 PG 1.98 \: \ cr :> \ ' \ -ArPRUX. LOG. PERMANENT FAZ9dTtJT FOR INSTALLATION & MAINIENANCF OF SIGNAL SYSTFTI VVOT RW-202, PROD 16029-002-Fi9 L l_c V. =,�U 1. 1 y APPROX LOC' PERAVAIENT EASEMENT FOR lZrALLARON & MAINTFNAWE OF STGAIAL S➢`STEY 0' EUiLDh\IG t I OT R'N-202, PROD Jo029-D02.-F19 I Z(__)NINE INFORMATION AND _�,iu i,s. ZONE: HC (HIGHWAY COMMERCIAL) USE: CHICK-FIL-A DRIVE THRU RESTAURANT MAGISTERIAL DISTRICT RIO BULK REQUIREvIENTS: MIN. LOT AREA MIN. LOTFRONTAGE RON-TAGE 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) IrI`E PLAN _DESIGN NOTES & KEY PLAN 1-11 DIRECTIONAL GRAPHIC I- DRIVE-THRU GRAPHIC 4.a I2J MULTI -LANE ARRO\Al 3 NOT USED PAINTED HANDICAP PARKING SYMBOL6C40) STANDARD PARKING STALL (TYP) FG7 DIRECTIONAL SIGN AGE C4.0 ALL SIGNS MUST CONFORM TO MUTCD LATEST VERSION NOT USED "-S ft3 Vie t}4 LR HANDICAPPED WITH PENALTY (TYP) NI T IJSPD it i 2�cC_ ErL Cr i 7T t�t3 4Tj�iI �iJ s.J i�7{d" NOT USED E621 NOT USED 6E]. L NOT USEDFgr L F\\FrUFzm-�����}4pi"-�L,' h`a W-7L E N(DI USED :SFPTY Tie?&G+NJ-Jr 4 N01 USED(o '>3£n\OF- Pf&N ra1 "MEAL DELIVERY ZONE" SIGN Ed HANDICAPPED TRAMP WITH FLARED SIDE C ¢ 0 EMPLOYEE RAMP (10% MAX SLOPE) L9 I PROP 370 SF} BUILDING ADDITION 10 PROP 20 SF= BUILDING ADDITION 11 )TYPICAL SIDEWALK O C-4.0 1218" CURB AND GUTTER - CATCHING 17 18" CURB AND GUTTER - SPILLING G4.1 NOT USED [ 13 FttD L9VEh Pv1E�UPF=rFf3i E f Ei 18 � C-4.'1 1, `BOLLARDC�4 C..J 15 TYPICAL ASPHALT PAVEMENT SECTION I l� l PAVEIVIEN r EDGE A NOT USED 117 &42 -1� CONCRETE PAVEMENT SECTION AT DRIVE-THRU IU31' HANDRAIL -r �, ^2 j2 CROS SWA_� QETAIL r ,rl r2).� DRIVE THRU ORDER POINT INLAND CURB C 4.3 SA CUT DRIVE THRU DOOR, SEE BUILDING PLANS �-1 RELOCATED FLAG POLE 121 AV] YELLO�t}i SAFETY POS (15' O.C.) TIER 3 FACE TO FACE ORDER CANOPY (SEE BUILDING PLAN FOR DETAIL) 2TI TIER 3 OUTSIDE I\AE.= _ DELIVERY CANOPY (SEE BUILDING PLAN FOR DETAIL) J8I CLEARANCE BAR 2 CASH f PAID K10SK I"_ 3(d TYPICAL ADA RAMP AND HANDRAIL C4 2 031 BIKE RACK ON CONC. PAD 41 C4.4 9 3' EMPLOYF_E SIDEWALK 133 LANDSCAPED AREA SITE PLAN NOTES. 1. CONTRACTOR TO PROVIDE MINIMUM PAVEMENT SECTION OR MATCH EXISTING SECTION, ION, WHICHEVER IS GREATER, AS WELL AS, MATCH EXISTING CROSS -SLOPES IF ASPHAL T PATCHING IS REQUIRED. SEE PAVEMENT DETAILS. 2. CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR THE EXACT DIMENSIONS OF THE BUILDING AND THE LOCATION) OF DOORWAYS, UTILITIES, ETC. 3. COi'T RACTOi i SHALL INSTALL NECESSARY TRAFFIC CONTROL, SAFETY BARRICADES, LIGFTTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE TIRE WORK AREA FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY. 4. COIN RACTOTR SHALL. INSTALL E-XPANSIONI JOINT BETWEEN ALL CONCRETE PAVEMENT INTERFACE `/ViTI; BUILDINGS, CURB & GUTTER, AND OTHER CONSTRAINED OB.JEr' FS. END 1 r/ZIZI N G PROPOSED _ CONCRETE CURB & CONCRETE CURB & GUTTER F_R GUTTER — TYP. ``SIGN DEPRESSED CURB -------------------- - TYP. SIGN PROP CONCRETE SIDEWALK PROP VARIABLE DEPTH -' ASPHALT OVERLAY PROP ASPHALT � G PROP 4 CONCRETE REQUIRED PROPOSED NIA .50 0 7n. S;= PROP CANOPY 125' 12 8' 1 4,614 SF (100 ais) L- — J PROP SAWCUI — - — — — 10' 62 ' 0' 88.0' LIMITS OF WORK 10, 71.5' 0' 22.8 LIMITS OF DISTURBANCE ---1 0D---L00 — 5U 52 20 10 5 0 20 I 15% 21 % 1 "= 20' 8,403 SF / 0.19 AG 15,15 / SF / °: 15 AC 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 01 Mow Maki holoft a"L,E4m vqu diq, ALWAYS CALL 811 It's fast. Its. free. It's the law. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY �pXTH®p V JOHN C. WRIGHT Lic. No. 046960 �0iR 01/10/20 `eb�kl z v ^.t r47 a Z F s x p u rya 3 oaacx�a a� F ar � 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-450C Fax: (540)349-0321 VAO.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 SSA o SHEET =U J lz y 't , ,u S t n t - S r> \I M�lu^503.75± V -> { r t M IG 50 5+ ..,t \ e QN\1 MEIC 502.70± i [ �, IvtE1G 503.20± "guy t ,t= t r _� ITC 502 50 IC 502.60 Q w vc- .. �. TC 502.33' R=1365,0 ' (R&M) 0076'28" (FM) ME /G 501.95± 53 L=188.00' (RW)__— , HB=IvC 14115 W ,R) .� A , CHB=N0:3°32'06" UV (M) CFlD=387,8' R&vl) _ .-- y'lf 1IR6 A TLLCPNCNE k lHE6'RAPH 0RPAVY -;' FASFMENT L).ER J27 PC 198 rG t f t � t Q i c� F t . ..✓� t 4 3 C ? hq 3 A \e \ �Lt 5 i.si \] i } \ t O. qq 4 + J,.• r. �3 ME/ 500 35+ " r APPROX LOG: PERMANENT EASEMENT FOR \ 1 G 500.45\ ; i NNSTALtATION & hfAINTcA>AIJGE OF 5I10AL SI7uS G 500.60 VDOT RN-202, PROD ti16029-002-F1J } A G5007�t,, ✓ - 1 a•`;k 94 \t - G 500 85 �9� t { � J +� MEIG 500 95± .� kV bt { •'t :� —APPROX LOC. I 15V' r, EP,O EA.zEMENVT D. B. 1054 PG J49 V. S71°38'18"i1(M) 128.37' (R&M' < . i i a i t I•e e 1 .,� _ e t z i€ t ��. A,: .y Vb \ P , ral rL10 p R=895.77' (R&M) c 16 l# ,' r r} 0-005°14'24" (R&M)® �l(,. J, i GlY tr'p I L=81.92' (R&M) ,rtlr1�, CHB=N53°14'58" W (R) CHB=N58°34'19" W (M) CHD=81.89' (R&M) APPROX LOG. Prr rfiriJ,` i'IT E,4SE EN�IT ;T_ INSTALLiTICIV & i'v111NlLjMV`F OF SIGWIL SYS'TEjA 1100T 1MV-202, PROD Y6023-0024-19 I. -XISTIN -, SITE W ORNIATION IS BASED ON BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY ENTITLED, "BOUNDARY & PAwrIAi_ TOPOGRAPHIC SURVEY, CHIGI -FIL A, 1 iC., 350 WOODBROOK DRIVE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY VIRGINIA," PREPARED BY BOHLER. ENGINEERING, DATED: 8/29/17. HORIZONTAL DATUM:VCS NAD8312011 l,kORTH ZONE; VERTICAL DATUM: NV,ID 88 2. CONTRACTOR SHALL MATCH FLOV\1LINF OF EXISTING GRADE AND MATCH EXISTING CROSS -SLOPES IF ASPHALT PATCHING 1: REQUIRED. - 3, CONTRACTOR SHALL iNIATCH EXISTING GRADES WHEN TYING PROPOSED FEATURES INTO EXISTING FEATURES. 4, CONTRACTOR OR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH PRIOR TO INSTALLATION OF CANOPY FOOTERS. ADA I" NgTRUC'I'ION NOTES TO CONTRACTOR 1. NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE. 2. 1,10 ADA PARKING SPACE 18 TO EXCEED 2.00% SLOPE IN ANY DIRECTION. 3. NO ADA CURB RAMP IS TO 1-XCEED 8.33%. „ S r CROSSWALKS, AND ADA RESPONSIBLE DURING THE FORMING OF SIDEWALKS RAMPS,R -.. THE CONTRACTOR IS R_�P �IV�IB D �ON1� R I t.R4wl l`�1G TO VERIFY THAT ADA COMPLIANCE ISACHIEVED. PROPOSED ADA AREA TO BE CONSTRUCTED WITH STRIPING ONLY, AS EXISTING GRADES BELIEVED TO BE ADEQUATE. CONTRACTOR TO CHECK EXISTING CONDITIONS. 5. IF DURING THAT CIHECK ANY NUN-CONFORMA(NICE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT. L;VISTIlVG L {{ (,� E N CONCRETE CURB GUTTER TYP. SIGiN CONCRETE CURB & GUTTER DEPRESSED CURB TYP. SIGN PROP CONCRETE SIDEWALK PROP VARIABLE DEPTH ASPHALT OVERLAY PROP ASPHALT PROP CONCRETE PROP CANOPY PROP SAWCUT LIMITS OF WORK LIMITS OF DISTURBANCE PROPOSED V _j 20 10 5 0 20 1 "= 20' o\ 5200 Buffington Rd. Atlanta Georgia, JOJ49-2998 g • 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 �Ikull0 Z V' JOHN C. WRIGHT Lic. No.046960 01 / I 0 , z 3� a IPA—\ Z a \ F 7 U a a N n a n u � a'A � y Y� s _ 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone; (540) 349-4500 Fax: (540)349-0321 VA@Bohler'Eng.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 166505rDRAUVI NGSVP LAN SETSIINITIAL SITE PLANVV166505-SSP-O.gWG PRINTER BY. MGIBSON F C9,20 @a 5:6'3 PHI LAST SAVED BY: NIGISSON Y �S O Nfim .. .y 1 APPROX LOG: 15' CITY GAS LINE EASEMENT \ D.B. 1597 PG. J02 ff - j lr � \\\ F i i S60°10'39`E.(M) �.. \.. S65030'001E (M) j � w V lj l'ii i1 3 81.13' R&M i 1 IF 1 ��t 4 i' _ 1 1 `ttL 1 i\, l tF IF \\ \t z F ' S32°33'2,3"W (R) \� \ - \� ' •. 7-14'02"(M) o \ 3Z80' (R&M) J h L—CHB=N53°14'58"W (R) CH13=N58'34'19"W (M) CHD=81.89' (R&M) �.NO I'l T LE I EY SYMBOL 3.01 SFORNI GRAIN INILLT PR(7iE0TI0P! --_1 SAF .3.01 SFlFETYFENCE � (rS, AF'\ ":0 I 7F11P0�SEvf SI�Jilr E/ CE (,OI�ISTnUGF10iJ1-�1.7RANCE�__._._._�_._._,v ?...--� 307 SILT FENCE X X X— i 3.32 PERM-I,11EINT SEEUl1113 ( PS PS l \ 13' 35 NIULCI•IING I I REE PE7� �ERVA7Ii7N (R TP AND PROTECTION S 1. S -I-, AI E 1 SY1vIBOL SOIL NAME SLtGFES 27B 1 ELIOAK LOAM I 2 TO 7% 2 7C ELIOAK LOAM I TO 15% 34D GLENELG LOAi'v'i 15 TO 25% 1_' E G EN PROPOSED CONIC ETE CURB & GUTTER DEPRESSED CURB ;; •-• TYPICAL SIGN .._ ___... -.. ._ _.... •m CON- ]OUR��" INE PROP SAWCUT LIMITS OF WORK LIMITS OF DISTURBANCE --, c I-....,�w _�. 0D— EROSION NOTE,): I. C'ONl FRACTOR TO REPAIR AND/RJR REPLACE ANY ASPHALT DAMAGED DURING CONSTRUCTION, 2, THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER Et_)UIPNIENT PRIOR TO EN E'RING THE PUBLIC RIGHT -CIF -WAY. IT IS THE CONTRACTOR'S R-SPON )IBII_ITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 20 10 5 0 20 I V= 20' 5200 Buffington Rd At1GntG Georgia, 30349-2998 Jul moowmoafs below. Call beere im" d1q. ALWAYS CALL 811 It's fast. It's free, It's the law. REVISIONS; MARK DATE BY A MARK DATE BY L MARK DATE BY A �NX Q JOHN C. WRIGHT A ,p Lic. No. 046960 01/10/20 i z 1=4 d� pp i`1 �\-Ji\\Lo\\1 P4 { LL U m sE 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN DWG EDITION 02.4 1:1 PRELIMINARY X 80% SUBMITTAL El FOR CONSTRUCTION JOB N0. V166505 STORE #1856 DATE 01/10/20 DRAWN BY MEG CHECKED BY ; JCW CAD ID SSP-0 SHEET C=301 H.A16AV I H505VDRAWINGSVPLAN SETSVINITIALS[FE PLANVV166505-SSP-O.DNPG PRINTED BY: fVIGIBSON 109:i'9 Q 4:31 I'M LASE SAVED BY NISIBSON 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 RECON FtGU RATION. THE TOTAL AREA DISTURBED IS ± 9,600 SF. EXISTING SITE CONDITION& THE EXISTING 1.29 ACRE SITE IS CURRENTLY A RESTAURANT, DRIVE THRU AND PARKING LOT. TREE 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 HOME IMPROVEMENT, TO THE EAST BY U.S. ROUTE 29, -TO THE SOUTHEAST BY A WOODBROOK DRIVE, AND TO THE WEST BY LOWES HOME IMPROVEMENT. I OFF -SITE AREAS: NO OFFSITE AREAS REQUIRED FOP, EXPORT OF MATERIALS ARE ANTICIPATED WITH THE PROJECT. IF EXCAVATED MATERIAL IS GENERATED, IT SHALL BE DISPOSED OF IN A LAWFUL MANNER AND THE CONTRACTOR SHALL COORDINATE THE HAUL ROUTE WITFITHE YORK COUNTY CIVIL INSPECTOR. ANY OFFSFFE 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 GLEINELG LOAM.. CRITICAL AREAS: NO KNOWN CRITICAL AREAS SUCH AS STEEP SLOPES, CHANNELS, OR UNDERGROUND SPRINGS HAVE BEEN IDENTIFIED WITHIN THE PROPOSED LIMITS OF DISTURBANCE. THE CONTRACT OR IS RESPONSIBLE FOR IVIAINTAINING THE APPROPRIATE SAFETY MEASURES AND EROSION CONTROLS DURING THE CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED, ACCORDING TO THE MINIMUM STANDARD'S AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE IVIINIIVIUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING� 1. SAFETY FENCE - 3.01 - A PROTECTIVE BARRIER INSTALLED -TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. SAFETY FENCE SHALL BE INSTALLED AROUND THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS TO PREVENT PEDESTRIAN TRAFFIC ON SITE. 3. SILT FENCE BARRIER - 3.05 - SILT FENCE BARRIER VVILL BE INSTALLED DOWN SLOPE FROM AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW. A SUPER SILT FENCE is A TEMPORARY SEDIMENT BARRIER CONSISTING OF SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO CHAIN LINK FENCING SUPPORTED BY METAL POSTS, MAY BE UTILIZED BELOVV DISTURBED AREAS. 4. STORM INLET PROTECTION - 3.07 - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. 8. PERMANENT SEEDING - 3.32 - ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED TO REDUCE EROSION AND DECREASE SEDIMENT YIELD AREAS, IMPROVED WILDLIFE HABITAT, 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 MATERIALS. 9. MULCHING - 3-35 - APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. 10. TREE PROTECTION - 3.38 - PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. SEQUENCE OF CONSTRUCTION: 1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS. 2. PRIOR TO ANY EARTH DISTURBANCE, CONTRACTOR TO CONTACT THE COUNTY AND SCHEDULE A PRE -CONSTRUCTION MEETING. 3. INSTALL INLET PROTECTION ON EXISTING INLETS. 4. INSTALL TREE PROTECTION AS NECESSARY. 5. BEGIN REMOVING THE EXISTING PAVEMENT, CURB AND SURROUNDING DISTURBED AREAS AS SHOWN ON PLANS. 5. START CONSTRUCTION OF PROPOSED BUILDING ADDITION, CANOPIES, CURB, SlIDEvvAALK, AND ASSOCIATED UTILITIES. 6. BEGIN GRADING THE DISTURBED AREAS AND PREPARING SUBGRADES AND SOIL IMPROVEMENTS. 7. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF -THE MOST RECENT LAND DISTURB] NG/GRADI NG ACTIVITY, ANY DISTURBED AREAS, INCLUDING IVIIATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO RENIAIN INACTIVE FOR 7 DAYS OR MORE. 8. IMMEDIATELY, PERMANENTLY STABILIZED AREAS -1 0 BEE VEGETATED AS THEY ARE BROUGHT -1-0 FINAL GRADE. 9. PREPARE SITE FOR PAVING. 10. PAVE SITE IN NECESSARY AREAS. 11. INSTALL APPROPRIATE PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 12. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, IF NECESSARY. 13, OBTAIN CONCURRENCE FROM THE COUNTY INSPECTORTHAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN: A. WITHIN 30 DAYS REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. B. REMOVE ALL TEMPORARY CONSTRUCTION EQUIPMENT, CONSTRUCTION MATERIALS AND DEBRIS FROM THE SITE. C. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY MEASURES. NOTE: THE CONTRACTOR SHALL CONTRACT WITH A GEOTECHNICAL ENGINEER FOR SPECIFIC CONSTRUCTION RECOMMENDATIONS REGARDING MATERIALS AND TESTING, MAINTENANCE 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 PAVEMENTS 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: PERMANENT STABILIZATION SHALL BE PROVIDED ONCE ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. THE SPECIFICATIONS AND DETAILS FOR THE PERMANENT STABILIZATION ARE INCLUDED ON THIS SHEET. PERMANENT 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 STORIA INLETS HAVE BEEN MADE WITH -THE PROPOSED IMPROVEMENTS. AS SUCH, IT IS THE OPINION OF I -HE ENGINEER THAT -THE EXISTING CLOSED STORM SYSTEM is ADEQUATE TO CONVEY STORMVVATER. CALCULATIONS: THERE ARE NO CALCULATIONS REQUIRED FOR THE PROPOSED EROSION AND SEDIMENT CONTROLS. OTHER IMPORTANT NOTES: I . A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON SITE A T ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON -THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), ]-HE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLANTO THE OWNER FOR REVIEW AND APPROVAL BY -THE PI AIN APPROVING AUTHORITY. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES A ND 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. 5. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER, EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTOR's RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE -THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 7. IT SHALL BE THE CONTRACTOR's RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER As TO PREVENT 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: MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) 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 vVILL 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 AREASTHAT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 7 DAYS. PERMANENT STABILIZATION WILL BE APPLIED WITHIN 14 DAYS TO DENUDED AREAS WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED FOR LONGER THAN 14 DAYS. I I'-,,IS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATiON OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FRON1 THE PROJECT SITE. R-2. NOT APPLICABLE. MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE C ,ONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE FINIOUGHTO SURVIVE, AND WILL INHIBIT EROSION, R-3: PERMANENT VEGETATION WILL BE PROVIDED FOR ALL DENUDED AREAS. NIS-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-4: INLET PROTECTION IS PROPOSED AT EXISTING INLETS NEAR DISTURBED AREAS AND WILL BE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE COMMENCES, AjIS-5: STABILIZATION MEASURES SHALL BE APPLIED -TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS 11MIMEDIATELY AFTER INSTALL ATION. R-5: NOT APPLICABLE. THERE ARE NO PROPOSED EARTHEN STRUCTURES. NIS-6: SEDIMENT TRAPS "'IND SEDIMENT BASINSSHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DR A 1NAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MININIUM STORAGE CAPACITY OF A SFzDli\jIENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE (3) ACRES, B. SURFACE RUNOFF FROM DISTURBED AREAS T HAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, [MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A FVVENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. R-6: NOT APPLICABLE. THERE ARE NO PROPOSED SEDIMENT TRAPS. MS-7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. R-7: GQNTRACTOR TO ENSURE ADEQUATE MEASURES ARE PROVIDED SHOULD SLOPES BE FOUND TO ERODE EXCESSIVELY AFTER PERMANENT sTA,eILIZATION, IVIS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANEN-r CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. R-8: CONCENTRATED RUN-OFF IS NOT EXPECTED DURING CONSTRUCTION, ANY CONCENTRATED RUN-OFF ENCOUNTERED DURING CONSTRUCTION WILL BE CONTAINED WITHIN AN ADEQUATE, CHANNEL, FLUME OR SLOPE DRAIN. MS-9: WHENEVER WATER SEEPS FROM ASLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. i NOT ANTICIPATED - HOIVVEVER, CONTRUku-TOR SHALL ENSURE ADEQUATE MEASURES ARE PROVIDED SHOULD ]'HIS CONDITION ARISE. MS-10: ALL STORM SEWER INI-I"TS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO ['HAT SEDIMENT-LADEN'tAIATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERVVISE -TREATED -1 O REMOVE SEDIMENT. R-10: INLET PROTECTION AND SILT FENCE IS PROPOSED TO PREVENT UNFILTERED WATER TO ENTER THE CONVEYANCE SYSTEM. MS-1 1: BEFORE NEWLY CONSTRUCTED STORIVIVVATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH -THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. R-1`1: NOT APPLICABLE - NO STORMWATER CONVEYANCE CHANNEL OR PIPES ARE PROPOSED. N",S­12� WHEN WORK IN A LIVE VVATERCOU R'S E IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHIVIENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON-EIRODIBLE[MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF C,'PUSEWAYS AND COFFERDAMS. EARTHEN FILL IMAY BE USED FOR THESE STRUCTURES IF ARMORED BY N�)N'ERODIBLE COVER IVIATFRIALS, R-12. NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TVVICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIALS SHALL BE PROVIDED. P-43:.,NOT APPLICABLE. THE PROPOSED WORK DOES NOTCROSS A LIVE WATERCOURSE. NIS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE NIET. R-414� 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. R­15� NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. NIS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERW A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONSSHALL 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 BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. ION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED VVITH. R TO ENSURE THAT THE','STANDARDS ARE MET WHEN RELOCATING LATERALS, MS-1 7: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE -THE TRANSPORT oFsED11VIENT 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. SEDIMENTSHALL BE REMOVED FROM -THE ROADS BY SHOVELING OR GVVEEPING 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 BY THE CONTRACTOR. SEDIMENT SHALL BE REMOVED FROM ROADS BY ISHOVELING OR SVVEFPING AND BE TRANSPORTED 1-0 A SEDIMENT CONTROLLED DISPOSAL AREA. THE EXISTING ASPHALT ENTRANCE AS SPECIFIED IN THIS SITE PLAIN SET WILL BE UTILIZED AS THE SITE CONSTRUCTION ENTRANCE AND WILL BE MAINTAINED IN ACCORDA,NCE WITH THIS STATEMENT. � M,S-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR A FTER THETEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AU FHORIZED BY THE LOCAL PROGRAIAA AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OFTEMPORAIRY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDI[ViENTATION. R-18. TEMPORARY EROSION AND SEDIMEt-ITCONTROL MEASURES WILL BE REMOVED UPON APPROVAL BY THE COUNTY INSPECTORS AND ANY AREA DISTURBED BY THE REMOVAL WILL BE IMMEDIATELY STABILIZED. M-S-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDINIENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWAT ER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NA FURAL OR MAN-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 SH A ILL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREATO 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 STORMINIVATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS; AND (B) AILL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY -THE USE OF A TEN (10) YEAR STORM -1-0 VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OFATWO (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 (I 0) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES, OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FRof,'I A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEaN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY 1-0 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 STORN/IWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETEN FION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR' PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT -THE OUTFALL OF ALL DETENTION FACILITIES As NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO -THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. 1. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO -I DETENTION FACILITY. J, IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RES113IENTI�11_, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPI�­ENT PROJECTS. INSTEAD, THE DEVEL.OPMLNT,,,\S AWHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON I -HE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAj,vIS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORIVIWATER MANAGEMENT -THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATisFY THE: FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO L DETAIN THE WATER QUALITY VOLUME AND 1-0 RELEASE IT OVER 48 HOURS; ; 11. DETAIN AND RELEASE OVER A 24-FIOUR PERIOD THE EXPECTED RAINFALL RESULTING FROIVI TI­_IE ONE YEAR, 24- HOUR STORM, AND III, REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5,2, ANDIO-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 RP,TE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT. � M. FOR PLANS APPROVED ON AND AFTER JULY1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEIMENTACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY -THE REQUIREMENTS OF MINIMUM STANDARD 19, 1992 335 � _ ___ - I 'FABIX,� 31.3154 I 1 ORGAVMC MUt-CH NIXI'MM-8 ,kN.D AF`Pf,1CN`#-10N RXI'lLs i i i ___­ , --- - . __,____________ I RATL-S- 11 mt,11,01R,�", _­_ ____ NOTES�, I .per _.1Tcr­eTj�__r 1000 m4q, ft. il i ---,-- — , � — -1 I —'st r;,-,:,—�,,, — - - - - - - - — — . , v or fNw 1 �� - 2 was, 70 - 90 lbs. Frce -froni'vveeds an,di coav�(, i I, 0"'11mmunI2 � riiattcr� Nium be aachorl-d_ I turis for I Sprc,,ad with rnvildi blwiver 1 , wimc,�r cover) � oi by haml. I ----.-..— ------ ____1 --- i � - , FiDer fktulch _N1111"I'llul'a 3_5 lbs, 'Do r1w Ln",c as� mulch Rn I � I L500 10s, i ,wilitter cover (IF churim, holi I . C., I iI I dily penlod&' A1.1-AY a"s I I slurq� �, ,—.--,— -­­­ — - ___ __ I �� Co r 11 S 1, a I k, -s 4 - 0 tons 1, 5 - 27_� lbs� Cut or shredded in 4-6" i I I . lctm,,th�s, Ai:-diied� Do nut � use C, in fineturf urem,.. App�y i , vvith mulch blo%v, r or b. � .1 � I harld. I, � I ____.________­___________ : � 1 : I : Wood Cfik�-,_,, 4 - 6 tons ,185 - 2iS lbs� I Freo, of coan,c Irlamter. Air- :1 I , :; I . i dded. 'I'mat wita t2 lbs � I i � I I I , : I futrogcTI per ion, DO FKA �. 11� � � use m fine turf areas. ApfAY � ,: . �Viul mulch blower, c,hip I I I i I I Thtt,ldfletr� or by han& I I __ __ -­t-----­ __ —1 i Bark Chips 530 - 70 cu. 1-'� cu, vds. Free of coars,�,, mutter. A; rl- I or yds, I dr�ecf. Do noi use in fine I Shredded I turf areas. Apply with I I I Bark-" i ,aiulch bluvie'r, c1hip fi,11ndk,,r, I or by hz-,,uld, -.111"..", ......... - ..... -1-1-1....".1.111111.111 ... 11..�__ ­­­­ ... .... -.1- ...... ..... — ,_______.___ ' When fib%er mulchis the on�y, available rnulch duriug periods 'vvhen q,truw I should be i,1S.ett, ap.f)4y at a niin . inium ral,e of 2000 lbs,/ac. or 45 1h,,;_/ 10CIO Q�q. fl, It II II-- __1­111111111 � �__I=u Source- Va. DSWC � , ,4­1 " FIWIFIT -F ",-� — 1 P LA li�, __1 ,11 f - �� k- 1k , "7 � � I I , I - I '1� (� _'!Aj I 1 1 -- I I PFRSPECfIVE VIEW �1­ �.��­� 11 -," �,j ,�­,�­,,, - ­� . llz� ­-, �&­" I- �, , " ,� , �, � , - , �­ '--.. , %, -,j_u� I � . �,_ . ,!:��:�a , - I � . �111 . - . In, , , � - , - � I, - ,s,.,� I ­_ - , . - ____.��,�, . -�.-'�, '� �_, - � �j BrIAFI�I'c � , rr,t-,,.,)rr_uiivL VIL'iY PLASTIC FFNC',,E ---"�1--l"-,�ll,"-"-".,.",.--,,----�--l.-I'll,�l.---.--,"�11--l'Il-11-1l-----�-���.11,1111-.�--.-�'..",�l--- '),C)URCE: 'CONNE[L) PLJ�S`�ICIS, ',/Dfl)'f' RCIAI) IIINI) 10RIMCIE S-T NI .\ __M `T, , t 11 " ,�,�, : 4 11 i ,� \ 7�10F�ic, - .�, � �, - I ij \ '_ ­_ --U� 7: 5, �_ �\ ,IE `­T , It I I 'rll�i(l \� " I � ... . GRO11,11) I ;"' , - - ,70,�­In,'_I- , - I .1 � (JI,Ni�' 11 11 ... .. .. I ­_­.­1_.­­­­ ­­111 PER,S-PF-CTIVE VIEW 1v!ETj,'%L FENCE -..".,-,."�,,���"'-'--"-�--.,-,-�-.,��--,-.----.,--��—..�- "YA D,SYy1C (-i 0 71\j 1, "I ­t _ T j p r1l" t ,)� "_,� , � I I, t, T ('W N I r� if �1 ,I � A, 1NI ki � z � -1 r , I -` � - 0­1 0 , , I , I - � J z I f FE.A I ,/ I � ,� I I J .11L i �� . �'j I, L I J. I k-Al I i _f� VIT[J(H', � V� I f r- Np I �I,1- U , -r-, p - I TP P-1 I � 1.,N�, !) 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I fl) -i �_61,1 -1 m _�,-�_��,, I, �,' 1 - _�a__, ___ 1( --- _,-;�-- - ,� ­ ,,�J, I __ -- ti, -,-,A " ,---�, - �__ ­111 _1___,___1', "115 T�[�,�7,­ ---- 'J� I :�_-_, � � , _]�)., ,- 7�1',J: r-, 'f."N %_­ --- �� , ­ -, ,�,,5��_,,',', I I' -, 4 __ . -,----�_ __ �� -, __5-- __ - , � I __ �11 _�_- ___---�---, , ,�` ,��,!��:M I .--- ,� - F�-r -- -, � _._�,Infr, - , T, I* — , __�.� ____::_Z_�� � i V�_"__­ .0 -, I I "I � " " - �, 1, , - �_-- , 31i � ",_ __� __ _:�� ---, h, - - - -::-_ � 'ff 7:f_ IT -- --z _-��- ,�--- I , - � I , , - - - - � - - �, - , f ,, ta --- '­ '_-::��-,-U ,,, z " IF[ I / .---- __�� ...... , ',,� %, �­­___ -j _- �, ,/ e_­- _;7�,i"N`Fq­ I - - - , �Lljs �,� �� _� _4 �T�J��- ] I! ��, I I , C__�_ I , ­­ � -, i .. / _', � i __ � ­` - I ,� ,,, ,I t � 11C - I 11; a '. � 11 - I 1 sfAFLE FlIfER �WFRIM 1 0 S I A Y, E'� A �,' L! L X T-11 0 If NTO W� TREPICII� 4� fl,ti,'I'F11 X�G- Cf,N'PAG'1 THIE LX'�'AVATIIJ SOIL. __ - "__::��­ 11 - - - _,� I I- I I . , __ FLOW , -, `)dEET FLO'N INS-1ALIATION (FIFR'SPECTIVE-' V[16`1 . POINTS A SMULD DE i-10-IER 111AN POINFIF 1 DRAIN ACIEWAY INSTALLATION i (RCIINT REVATION) - PLATI�, , - 3 , 10 51- 2 0 r- SOUIRCE: ADAPTED FROM iNSTALLATION r S, FRAY/ ANO I-AURIC. F11-ItER E,� AMID!:', FE(T I (' 'r 'OL,VA, DS'i%, S'10'A'001) AND WYANT � ,:_D1kM1ENT CONI'R ---------- I P)IT-) 1"ABLE JJ2-b S11111 IMIE'c"IfIc SLIEDIfNG h1frIPURLS, ""Ok PIEDMONT ARTA , "L I xul L'b5, _EiK�, , � r, _�CaLt 1 _�m,n _L ____­ Lv�i! I qgq, - cumjrv��rciul Or ResldcmiNl t-,13-200 lbs� - Kc:�aw&y 3 I orICtirl�Type T�afl Ftcscuo 911_ [0101?/il - lmpkvved Per_mnial R-m�russ � - 0-5 t,`�.,, - Koiaucky b I u c! ? ra s ��4 , 0_5 C-70 �,I,ipi,l-l�";,)iti�,311zl�ick', LI)v"ti 200-'150 lbs. - Kf,nmculf,lcy 3j uvTurfTypc-'Ttd1t FeSc�ttq I 00 9�,; D:_,0mWUf0mf­1� I _­ llt�_IIA - " .� 3 L Fe-sCLIP KeLIWC10 ­ 1','& Ibs. - Red Top rjm�s 2 lbs. I Y - "ea., � sum'.11 Ntuse crup , - 9`16� ­m 150 lbs. - Low-Nfjlrlt��IIarlct �S! (goe'(S per Lhmi ��� 1) � .. . ....... .. ....... .. . � . I tevp, 11 _ - - , ,i� - K"alticky 3L F scut, ,� i0l, �Lyj_ � Red Top Grass ') ib�� - 3,��i,smlat Nujs�,- C,mp 1, 20 Itps. I cmvv_nvetcII ` 20 IDS, 150 Ibs, ' Us,�� Sc-usutial L,urse aup iii a,�,co�f!21iic��, wh1i sr,--citrig dat.-S ax ,,tai:-d b'dw),­ FcbTwuv 16th dzifough April � .... � .... ' � . � . . , � . . � , - P-m-Lual Rye May 11st through Au,gust 151h . � � ....... � .... � . � I - . Fo-vtail -MilIfn I 'I - - ,;t 10th -,-Hou,gh Ocv)her ........ kup, .11 � .... � ........ Amwal Ryt2 November throu"11 Febru'LIV I�tfi - I � " � I _Wijltrn, Ryc ­ � � � � - ­ ­ - - " Sub,,,iAutc Sciif.ca Lo,;pc1!,za fur cr-_-,wuv,--.1uc_h east of FarDivilict, va. (May thfoug2l S_�Pi��mb��f US,- huttc!d Seric"��a� -all ci-llv".-1 perio(JS7 use unhultt�d &_,ric��,t). 11'Flat,pca is Lis�.mi in HL:u ofcfow�vv�'.,tc , ft, inrr_,�ns,f., rate to 30 tb�.Iificrc_ ,k-11 irfpim,,,� � , : bc propf�rfy Inoculated. 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R E E OT INHERE POHDIN� AROU2 THE STRUCTURE Mlr3ff CA"JiSr' EXCIASISIVE 111,�4COIXIVEENIII_ONCE OR DMIAGE TO A10JACENF STRUCTURES AM 0,111PROFENJEll AREAS. �' GRAVEL n, ALL BF VD014 #3, �357 OR #r, COARSE AC�GREG'ATE. : ,J - - . ,_1111111-111 I'll, . ....... � ............. - ........ � .... � .... ­­_ . .. ..... ­'­'_,_­­__­',__­­ ------ ­­­_._­�_,_­ ............. . .. __­______,_.11.­1 ... - SO U � CE: VA lj"N�A,` __ — — � z f I - t I ,� -- - , t � PLATE " c` A IVI t t I � F I lif--i PIN k, I � J r D 1`1 1� N11 (­), J[R I _N ( n I I 1 -f I'll JI - � ill, _T 1 I 31M-2 � 0,�-dl' LlriL I I ""��)-") FD1 I RCV111PID "It . _­­ . - ­ 11--l-1-11 f, I , I � ­ I I'll �ILII_IUJUI� 01� �.EL IFEM11C � ��VA�, P4 - I I FRIAINGUIAR 30,,M FIENCE — ---,�—,--,-----"-,--�,---",-,—"� ... . _______, - � ' " ," 0 U R C E,� VA C)SWC - __ ------- flcE MORING I NOR - , I "I 11409y -.--- 5206 Ruffingtoa Rd. &Gnk Georgia, J049-2998 " 91- *N 1 Mumewhat"q below, Call betm you dN, ALWAYS CALL 811 I It's fast. It's free. It's the law. REVISION& MARK DATE BY A - ­_ MARK DATE BY A MARK DATE BY A _ &&&-&&A , I XTIR 11� . Q JOHN C. WRIGHT P .0 Lic. No. 046960 01/10/2 NAL , — I r I :3 I '10\\� ", � � 0 . , " 6 �� � S 1- I I'll �� , z � �' --- , �-4 IL .6 W � 1 1 6 _� ?_ ;� 1� � _1 0 �I �i � % "6 1 , 6�_­­­_ W �, � g ,_ �2 �2 41 � I �' CD . -1 I N I �' � ,--,,---",I 00 fft� 1� 1\ P f� �?,' �, �. � Z � H - 0 � � 5 :_ - - 0 �J u P� - P, �2 X . H z 9 1� z _1 2 �, < S_� � � 1� �: ^^ �� I PQ "'L-I �� 14 U �_ � �EE . U �, �j 5'� co - - � ai I � � �,� I = N . I - i 2 � z - r 1� ,­ 'ff I -, if,_� I .... "I", ... �­ - ­­ - u Jt ...... ",'I,"- h 111�, m _11 .1-1 E N G I N k', E R .E _-N G - - -, - 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax: (540) 349-0321 ,_ VA@f3ohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE EROSION AND SEDIMENT DETAILS DWG EDITION 02.4 El PRELIMINARY X 80% SUBMITTAL 0 FOR CONSTRUCTION JOB NO. I STORE DATE � 01/10/20 DRAWN BY : MEG CHECKED BY : JcW CAD ID . SDP-0 SHEET C=302 HAI6\V166505\DRAVVINGS\PLAN SETS�INITIAL SITE PLANW166505-SDIP-0 DWG PRINTED BY NIGIBSON 1.09.20@4.32PPA. LAST SAVED BY. AIGIBSON COD PARCEL A D. 8. 3242 PG. 490 mms I'VF IOPVE'5 HOUF CENTERS, INC. 0.8 1573 PG 455 PID: 45--9jA ZOIIIED.� HIGHWAY CO," IVERC1W USE- RUAk 0 4 N37-53'05"F— (R) • N32`334411E (m)—/ 125.64'(R&II) 01 Ll FOUND ACCESS EASEMENT D.B. 3242 PG 490 00 PAR. CEL A D. B. 3242 PG. 490 LANDS AVF 10WF:5 HOVE Cr'_11ITLc_R,, INC. 9.8. 15,73 P(;. 4.53 PID: 45-93A ZONL-D., HICHWAr COMMERCIA1 USE, RETA It R='1365.00'(R&m) L=188,OU CHB=N0V47'151/V (R) CHB=NO3'32'06`W (M) CHD=187.85'(R&fV1\ -_ I Pl( NA IL (BENT) FOUND VIRCINI A --LEG APH CO PAff 6v 0I/01VF A TE & 9 bf F4'�FHI — - - - — --------- r RK —3EXHMA X__cuT REV=502.. 20 V:N' SZ, A-; 71 7 1-72 N A, 3 W -APPROX. LOC, SlGilr n. DISTANCE kASERENT D.B. 108 PC 95 ...... .. V 01 1; . ..... 101 "VIJ =895.77'(R&M) 1�0 A R '�'u I"'t r1jui! I jr,c fA1 0 Iv Ljf,' — A=005'14'24" (R&M) PA sp L=81.92'(R&M) CHB=N53'14'58"W (R) CHB=N58'34'19"W (M) CHD=81.89'(R&M) APPROX. LUC AERMINENT &ISr9dblIf FOR INSTAIIJITION 21 1,MINTEPIANCE OF SPMAIL SY')h71 V310f RP/-20? PROD j�'029-02-Flg [J- T1 L I TY N OTE S: 'I. PRIOR TO THE CONSTRUCT iON OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, AIVATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL HAND EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION TO ALBEMARLE COUNTY SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. OWNER/DEVELOPER AND ARCHITECT SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. 2. LOCATION OF ALL EXISTING AND PROPOSED UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICES CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR INFIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPOR i ED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL CONIMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO CONIMENCENIENT OF COI`,]STRUCTION. 3. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. ALL STORM DRAIN, WATER, SEWER AND PRODUCT PIPING UTILITIES SHALL BE INSTALLED 11\1 ACCORDANCE WITH THE LATEST EDITION OF ALBEMARLE COUNTY STANDARDS AND SPECIFICATION FOR UTILITY CONSTRUCTION. 4. A MINIMUM VERTICAL SEPARATION OF -12 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES ANDSTORM LINES OR WATER LINES. IF THIS MINIMUM CLEARANCE CANNOT BE NIAINTAINED, 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 C! - EANOUT TOPS TO BE ADJUSTED TO MATCH CROSS -PITCH AND SLOPE OF PROPOSED GRADES. CI - E,,-kilqOU-I- TOPSTO BE IDENTIFIED AS SANITARY CLEANOUTS, fi-IREADED AND CONTAIN COUNTERSUNK PLUGS. I. WATER SERVICES SHALL BE INSTPILLED 1N ACCORDANCE WITH NFPA AND BURIED A MINIMUM 48" BELOW GRADE. B. 'AIATER SERVICE SHALL I - BE 2" INCH TYPE "K" COPPER TUBING, SANITARY SEWER PIPE .SHALL BE A SIX (6) INCH PVC SCH 40 AT CONNECTION OF KITCHEN WASTE AND RESTROOM WASTE. SEWER SERVICES TO BE 4 (4) INCH PVC SCH 40 AT CONNECTIONS AT BUILDING. WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE BUILDING CONTRACTOR FOR HORIZONTAL AND VERTICAL ALI G NM ENT AND CONNECTIONS. 11 J. ALL FILL, COMPACTION AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 10. SEE ARCHITECTURAL PLANS FOR GREASE TRAP DETAILS. 11. ALL PIPES UNDER PRESSURE SHALL BE CONNECTED WITH WATER TIGHT JOINTS. INSPECTOR SHALL VERIFY MATERIALS AND INSPECT PRESSURE TREATED PIPE PRIOR TO COVERING UP OR PRESSURE TEST PIPE PER COUNTY STANDARDS. '12. CONTRACTOR MUST UNCOVER AND EXPOSE THE CONNECTION POINTS OF BOTH WATER AND SEWER PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER FACILITIES. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES WITH THE PLAN DESIGN. '13. A MINIMUM SEPARATION BETWEEN UTILITIES (DRY AND WET) SHALL BE 12". IF 12" CANNOT BE MAINTAINED, CONCRETE ENCASEMENT SHALL BE PROVIDED. t-) T If 1., -1 J ')/_ K -E,I , Y _P L A N 41" SCHEDULE 40 PVC SANITARY SE\jYEF,SERVICE LINE @ 2.08% MINIMUM 2-1 i RELOCATED WATER METER 3 1 6" SCHEDULE 40 PVC SANITARY SEWER SERVICE @ 1.04% MINIMUM EXISTING GREASE TRAP TO REMAIN EXISTING P)" SANITARY LINE. CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TO CONSTRUCTION. IF INVE17T IS TOO HIGH TO MAINTAIN MINIMUM SLOPES IN THE PROPOSED PIPES, CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY. 161 CLEAf\1OUT' CLEANOUT TO BE TRAFFIC RATED NNHEN LOCATED IN THE DRIVE THRU -P AV E kJE N T 8, 1- c - r I o i,,; P-7] PROPOSED ELECTRIC BOX AND METER APPROXIMATE LOCATION OF EXISTING TELECOMMUNICATIONS LINE, CONTRACTOR TO VERIFY LOCATIOil AND DEPTH PRIOR TO CONSTRUCTION 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 J_ 21 PROPOSED RELOCATED WATER SERVICE LINE. MATCH EXISTING SIZE AND MATERIAL. EXISTING IRRIGATION METER. IN STIED GRADING COORDINATION THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE INSTALLATION OF NEW UTILITIES WITHFINISFIED GRADING AND DRAINAGE FACILITIES AS INDICATED ON THE SITE GRADING AND DRAINAGE PLAN. MINOR ADJUSTMENTS TO THE TOP ELEVATION OF NEW UTILITIES MAY BE NECESSARY. NOTICE: THE CONTRACTOR SHALLF-IEFER TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND DDvIENSIONS OF VESTIBULE, EXIT PORCHES, DOORS, RAMPS, SERVICE AREA, BUILDING DINIENSIONS AND THE EXACT LOCATION OF UTILITY CONNECT101'11S. T LATION OF BLANK CONDUIT I C'E: I AL BLANK CONDUIT SLEEVES SHALL BE FOUR (4) INCH SCH 40 PVC UNLESS NOTED OTHERVXSE, SLEEVES SHALL BE BURIED A MININIUM OF 24 INCHES BELOW FINISHED GRADE. DEPTH OF BURIAL SHALL BE SPECIFICALLY COORDINATED WITH ALL EXISTING OR PROPOSED UNDERGRZOUN6 UTILITIES AND DRAINAGE FACILITIES AT ALL CROSSINGS. CONDUITS SHALL LL BE PROVIDED WITH REMOVABLE PLUG AT EACH END. MARK EACH CH END W!TH2" X 4" POST AT EACH END (PAINTED YELLOW), NOT IC'E": EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE FACILITIES, GRADING AND PAVING, AND OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION.-i'MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE SIZE OF EXISTING UTILITIES AND ALL INVERTS PRIOR TO PURCHASING PROPOSED UTILITIES AND STRUCTURES. 20 10 5 0 20 1 1= 20' 5200 Buffington Rd. Atlanta Georgic, 30349-2998 Call bdom vas! day. ALWAYS CALL 811 "s 'a5t, Itstree.It's "'a law. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY A NLitfOp JOHN C. WRIGHT Lic. No. 046960 01/'0/20 Z �el 2 r, z u — > Z r� p 'I z Iii 16-161-111 U -4 z c) P 41 C I IN L E R 't h C-11 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE PLUMBING SITE PLAN DWG EDITION 02.4 1:1 PRELIMINARY X 80% SUBMITTAL 1:1 FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE 01/10/20 DRAWN BY MEG CHECKED BY Jcw CAD ID sSp-o SHEET Psmi 10 H 16WI66505VDRAWINCIMPLAIN SETMINITIAL SITE PLAN&I 665_05-SSP-0 D'jVG PRINTED BY: MG113SON 1.09,20 @ 4:32 PNI LAS I SAVED BY. MGIBSON 3'4' PAINT SOLID PAINT SOLID \ ¢o \ \ \\ \\ \ a xAvQo 6-0" 1 -2' 1 0 l' 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 ti>\ REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. \ \ \ \ \ STOP \ \ \ \\\\ \\\ BAR \ \ \ o \ \ \ N \ i LENGTH VARIES PAINT FULL LANE _ WIDTH N CENTER "STOP" \ co 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. \\ \ R \ \ \\ \ \ a 7 \ \ \ \ \ \ ,c \a . \ l\ \\\ 'Affil \. a` \ ov } \. ul \ \ \ \ a. s o M \ 1211011 V4 �� _ 4„ 2 \ DRIVE- THR.0 GRAPHICS C-4.0 NOT TO SCALE NO TES: 1 GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICAFIONS, SEE DETAIL 2. CONTRACTOR SHALL US'E ',A/HiTE REFLECTIVE,W PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. 8" DIAM. I f� 4" PAINTED LINE (TYP.)14 „ yJ FAINTED 4 ACCESSIBILITY 5Y1 OL C-4.0 NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL.-A tr0 PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL C 4.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON \ ASPHALT & YELLOWREFLECTIVE PAINT ON CON(,'RETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 10 X TRUNCATED DOMES _ C i S OIDLY IF REQUIRED) ) SIDEWALK � _ K ACCESSIBLE. C 4.0 RAMP CIVIL TO VERIFY STATE/LOCAL P REQUIREMENTS AND MODIFY REQ S LAYOUT TO MATCH SITE \)ACCESSIBLE PARKING SIGN IN C 4.0 BOLLARD AVVDJIIdG - [ € 111 24' 10.39' l I x � -I C in CROSS -- 4" THICK CONCRETE NOTE: SIDEWALK SECTION 1:20 � INSTALL 1 TOOLED RADIUS ON ALL NIAX RAMP EXPOSED EDGES SIMILAR AS MINIMUM 1% SLOPE �x�///V !ram (BEYOND) SHOWN ON CURB DETAIL AWAY FROM BUILDING. RETAINING CURB (BEYOND) MAXIMUM to SLOPE IN ALL DIRECTIONS AT CURB LANDING. j CONCRETE CONCRETE FLUSH WITH 6„ v_t_ / = PAVEMENT \ 2 ;< I \ \\ E 9 SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT 4" AGGREGATE BASE COURSE ,V, IF CHANGE IN DIRECTIOUIIPW RAMP EXCEE EET �/ \ -LIGHT ,.. I FINISH 24" CONCRETE 1 % CURB x (;UTTER \\BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING rJ LOT STRIPING SPECIFICATION SIDEWALK ACCESSIBLE RAMP NOT TO SCALE JTED ACCESSIBILITY 4 BOL C 4.0 24" CONCRETE _ 1l CURB & GUTTER C'-4.1 BOLLARD / c N 90° PARKING NOTE. PARKING LOT STRIPING SPECIFICATIONS: F I I P 7. ACCESSIBLE , A KING AND ACCESSIBLE ISLES SHALL NOT P A CCESS LEA HA STANDARDS: EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS 9. ALWAYS FOLLOW ALL APPLICABLE GOVERNINGAUTHORITY'S STANDARDS. O ISLE IS INSTALLED, 1T IS TO BE A VAN SIZE. 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING I F 2 PARKING "ING STALL DIMENSIONING N ACCORDANCE KITHI RK SIO NG SHALL BE I R PAINT. REMOVE ALL OIL DUST, GREASE, DIRT AND Gr O EIGN ! FOREIGN R O SHER r R ' APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOTAP' L WHEN AIR OR O APPLY IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING SURFACE TEMPERATURES ARE BELOVV40°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 A A GUIDE -ACTUAL Q S L O-T STRIPING SPECIFICATIONS. SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF I APPLICATION: 4, CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR t o STRIPING ON ASPHALT PARKING LOTS. AIRLESS 0 PRESSURE 1800-2700 PSI j - - 5 CONTRACTOR OR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR �� 3 ► E I HOS ID a s STRIPING ON CONCRETE PARKING LOTS. TIP 0.015"-0.097" • 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 OPENING. I 5 STANDARD PARKING STALL \ I C 4.0 NOT TO SCALE 3"x3' SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 8 0 CON 3n° A STOP SIGN & STANDARD MOUNTING POST (IVIUTCD R 1 1) CIVIL TO VERIFY RAIM[D REQUIREMENTS BY .�:TATE. MOTE: l _ _ V 18" r 1_ �I l SKINS SHALL BE FABRICATED I "/ C USING � ! T-` I 0.08 NON-[ LLUIVII NAED ALUMINUM WII H 2 X2 SQUARE - VINYL COPY APPLIED -TO THE FIRST TUBING -- L� Circle WHITE SURFACE. RED �. Building- _REFLECTIVE' S LETTER 'REFLECTIVE' NOTE: 1, { _ COLOR VERIFY COLORS WITH LOCAL Z I coMUNICIPALITY. { U3 DriVFoTitrl;l FACE:- 6" DIA 3CH. 80 STEEL `jI { C cy wl VICc -31%A REFLECTIVE COPY PIPE DOI I ARD PAINTED 1 (#3272 RED)COLOR I Left Turn ',-,,,Only I IL _D I 1 0! \ - LLJ! Jv r F I r l .,.�I ICT:E� E C _ I I, Y I �I I { ) NHITE' CIRCLE Dv+ILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN REFER TO SIGN PACKAGE REFER TO SIGN PACKAGE REFLECTIVE' I �.�� ,, ( ) ( ) PAINT CONCRETE BLACK ( l L_ - -'� ASPHALT 1 \12 12" AFTER CURINAT 0, GREEN Z VLJJAj' .EC ' /\COLOR RESER\f / {:{ a PARKING BLUE'REFLECTIVE- _L : IVE- 4000 PSt BLUE'REF_�CT.I- 1 � _ c - oNCRE rE 1 COLOR WHrrE 'REFLLC FIV+=' It { MATCH SIDEWALK WIDTH MATCH SIDEVVALKWIDTH 5' MIN. ►-�.. (3' MIN. RAMP) �i 5' MIN. , 1` MIN. ,� , (3'MIN. RAMP) 1' IV] 1N. t TRANSITION TRANSITION S � TRANSI rION �� TRANSITION -1 OHMAX.- 1 �� fV1AX. 10H a --- __ T- -- I -- CURB �\ -- CURB :LIGHT BROOM FINISH j gETC vl0(°IOLITH4t CONCRETE ACCESSIBLE RAMF1 (3000 PSI) Z m- ,� GUTTER SLOPE SHALL NOT z EXCEED 5%Ar LANDING AREA I M 24.625" 8 SPACES OUT'TO OUT 1.2625" 1.2625" 3.00" @ 3.00" O/C i�JOM. 3.00" i ip 14 DCICVIES (,_7a 1.670" O/C INTERNAL EMBEDMENT 7 `L~.--�~---�----.°- NN FLANGE 9 PER TILE -� 0.625" TYP. co DETAIL-1 r-, I oJoo@@@000@@@ T � � OO @:JO@@O@©CJoO 0 I o � � r>C�OOOOf>J@U@�I �• i � co o@OOo@@ @@C)@'j CD N U) p J@@O@@@Oo D@ ,0000@@00 @@@. 'H � 0 1875" DIA. x 0 va_5 HIGH CJ @@@@@@@o�@@@@@j MICROTEXTUREUNDERSIDE it OF-TILE r: 5: \- 7 IA HOLES � @ono@s•@@@@@@@@ 0.6�5 D I THROUGH EMBEDMENT A REFEE( I ED PLAN FLANGES _ to 1.2625" 1.670" TYP. o N PLAN 0 1,2625" '1.670" TY_P. 1.670" TYP.I 1 2 � I 000000 000 � 0 0 0 000 OOOOOO T O 00000 000 o0oOc Y c�c�ooOc O 000 -- n, cn , >i \ 0 G000<'\� 0 Ci0 a r Ir \ I U O \- O O Cl ,� O O 1 C 0 0 0.1875° 0.625" HOLE THROUGH / \ .Y >\ 6' 0.78/5DIA. VENT EMBEDMENT FLANGES AS �o �/ O Ooo 0 HOLE (ONE PER coo` ) O O>oo / SHOWN IN REFLECTED PLAN O O �,- o/ CENTERED TYP. CELL EACH SIDE} \\\ L / U C-J 0 SECTION A -A 0 0 0 0 90°POIN"TS n,; 00000 _ 00,- 00 1,2625" 1.670" TYP. 0.045" HIGH 1.670" TY 5" , > 1 00 0 O 0 C 0 00 0 0 0 0 O 0 0 u 1 7 "' DIA, VENT 0.85 � J O J O O O J J J O O U 0 0 0 o LE E PER N 0 HOLE ON � - ( r� r , o c� 0 0 0 00 000000000 Q CELL EACH SIDE \� r 000 _ O 00Jc�0(JO _ OO 0000 000007 0 ch \ 1 000 �oJ\C\ 3.00" TYP, 1` 3.00" � \ f� 0-1875' 0.625" DIA. HOLE �I 0 J O I\ O J O O O \� <J N EMBEDMENT INTERNAL EMBEDMENT NOTE: OPTIONAL \ o 3'00" FLANGE' FLANGE @ 3" O/C (SEE SOUND AMPLIFYING 0.09, l 0.09' o SH PLAN FOR ORIENTATION) PLATE ADDED BY OTE: CTED PLAN MANUFACTURER 0 09' (} Oc' FIELD LEVEL SECTION S-B _ _ NfliCRO TEXTURE _ I' 41 POINTS PER SQUARE . �\ TRUNCATED D DORIES - ,AST IN PLACE DETAIL-1 INCH � C-44.0 j NOT TO SCALE ONLY IF REQUIRED BY 5 I A i"E/L.00AL ORDINANCE (CIVIL ENGINEER TO VERIFY) H:A16AVI66505VDRAWINGSIPLANSETSVIIJI'TIALSITEPLANlV106505-GDP-O.DWGPftINFEGBYt MGIBSC7f4 1.00.20@4.32PM LAST SAVED BY:CHUGHES JURB ES EXCEED 5% AT LANDING AREA CUR RAMP w/ FLARED SIDES kCURB RAMP -w/SHORT FLARED SIDES Righl3-/ Turn { Only � 'REFLECTIVE' \\ LETTERS FACE: \ \�\ \' 00 3M REFLECTIVE COPY (#3272 RED)COLOR pedestrian crosswalk - COLOR \-� \ D G 1R ` "v \\ '\ U- _ LUE FLr_ErTIV E- '_ 1 i + r`r. 1. G_ -T LO ,N ONLY PEDESTRIAN PEDE TRIAN G:ROBSWAL K COLOR WITHWI-JI rr(REFERTO SIGN PACKAGE ) 1 \ �CiRJ SIGN PACKAGE)JAN 'REFLECTIVE lF- ACCESSIBLE _- I 30" 1 I 8 I -WHI rE'REFLEC TIVE' COLOR BLACK _ III -1=1 m PEN' �\ + -REF LECTIVE' L C E ._. �. . k F E Lt`r SIGN WITH A GN VT i I I -A - COLOR HORDING AS REQUIRED -- - - --1IhIII -I-- Il I STATE �n -- ��� _ � , I DO NOT BY OR LQ�,-,L. I_AVv - I -- � �_: I -1 B' WHITEi CD h --2"x2" SQ. TUBING'REFLECTIVE' I LETTERING STY__ T BE � I COLOR ENTER TER HELVETICA MEDIUM- I=_ T B .--III ( =-1 _III f 1=' E H ACCESSIBLE PARKING SIGN WAY 2'-0" ONE SIGN DO NOT ENTER - - -\ (MU .GDR 7 0 AND R 7 OP5) (REFER rC7 SIGN , PACKAGE) (REFER TO SIGN PACKAGE) (CIVIL TO VERIFY SIGN PANELS BOLI1 I U M01,J I1 LC) SIGN DETAIL AND COLORS WITH REM STATE/LJCAL DIRECTIONAL IGNAGE REQUIREMENTS)I`...�.____....._._.v_._...�____.y.:_ NOT TO SCALE N RUNNING SLOPES SHALL rCURB RAMP UN L NOT BE STEEPER 0 THAN 1.1 2 AND CROSS SLOPE SHALL BE 2,a 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 X EXISTING CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB & GUTTER. IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 4. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT, OR LIGHT -ON -DARK. STANDARD DOME COLOR IS BRICK RED. 5. NCATED DOMES TO BE INSTALLED USING ARMOR TILE C PLACE DOME TACTILE TILE. PART NUMBER ADA-2 OTHER EQUIVALENT APPROVED MATERIAL. PREFERR UFACTURER ARMOR TILE TACTILE SYSTEMS LANC HELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CO TOR TO VERIFY THAT CURB RAMPS MEET LOCAL CO0t41b6IJD ADA REQUIREMENTS. NOT TO SCALE ` C--4.0) NOT TO SCALE NOTE: SIGNS PROVIDED AND INSTALLED BY CFA SIGNACE CONTRACTOR" % BOTH RAMP CURBS TO t BE PAINTED YELLOW, SEE rJ PARKING LOT STRIPING SPECIFICATION / EXPANSION JOINT 11 11 CONCRETE �''w i''� C-4:0 SIDEWALK 6' STANDUP CURB OR CURB & PROVIDE T SQUAR'E NIINIMUNI / �! GUTTER AS APPLICABLE (SEE SITE PLAN LANDING AT TOP OF RAMP FOR1h<�r LANDSCAPE AREA ) CHANGE IN DIRECTION vv / 'a�`� + g 11 EXPANSION EX a J -f 0 JOINT y v ,I v t I �'Y'N9j1 \" \ SMOOTH TOOLED �"" COINTKACTIOIV JOINT FINISH AROUND z EXPANSION JOINT ALL EDGES (TYP)\ (SEE NOTE #1) -\ j`(SEE NOTE#1} IJ v; I I I' I I 5'-0" (TYP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVEL ' PATH) CONCRETE SURFACE AREA INSIDE OF TOOLED EDGE �l TO CREATE PICTURE FRAME EFFECT URETHAN E l E JOINT SEALING I 6"x6"x6 GAUGE WELDED COMPOUND, "ZIP STRIP" OR WIRE FABRIC SEATED AND - APPROVED EQUAL SECURED ON STANDS 3000 PSI COMPRESSIVE N STRENGTH CONCRETE `A N 2, 2„ MIX PER SPECIFICATION. �� x-x-x -7 x_.x-x �T,I x d x. x ti x-._.x- I \ \\ \ C \ ! \ J� 4" AGGREGATE �z CON T RAC`TION JOINT DECK-O-FOAM EXPANSION (SEE NOTE11) 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.C. TOOLED " WIDE, I" DEEP OR MAX. '4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. . EXPANSION JOIIN.T.\\yam\\\\ 9 y vyAv vvv LANDSCAPE ARE,\ /./ / ,r' R ."TURNED CURB ACCESSIBLE RAMP C NOT TO SCALE E VARY ELEVATIONS J SIDEWALK cLc.,'\TI - I`d , �J,,RY - HOLD \, F,USIVJ-FFINISHED J-_J(Pr ENYRPIf_ JAYS. PLANTING AREAS Ml.I ,\ EXIST BETWEEN I -FIE BUILDING AI'ID THE 11 BACK-OI SIDE-WALh (`�C_E I TE P _.AN). \ C-4.0 EXPANSION JSIJN JUII aT.� DO o Iv l AP! L. Y TJ � SIDEWALK � I C �iD_r �JALI. ��.CTI Jt< ABJA EI`J s r0 VARIES PLntT1fG AREAS \ (SEE SITE P(_,'[I NOTICE: ALWAYS ALIGN CURS BIUILDITIG v D- � �. i ALJD SJvEVVfU_(. JOINT. I �\ ,,��� SLOPE 1:50 MAX. r f BUILDING FOOTING , _ J I Ih .\ �\AZ > \ T \ � 1 ti t P .,�CIIJJ,NT EX \ x � 4 AGGrEGATE BASE COURSE EXPANSION JOINT < 11 0 24" CONCRETE 17 CURB & GUTTER G-4.1 PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS SPECIFIED _ SIDEWALK WITH CURB GUTTER SECTION NOT TO SCALE ALL DETAILS ON THIS SHEET 11YERE PROVIDED BY CHICK-FIL-A AND AFs E FOR P'IJF,,POSES, ONLY. BOHLER EI"tIC INE ER111IG SHALL BEHELD HELD HARMLESS III THE EVENT OF ERRS 7NIFOU,=> INFORINIATION CONTAINED VUITfdH',J THESE DETAILS A,I` D/OR STRUCTURAL FAILURE. I I 20,-0" I 2'-0" CHAMFER _ 12'-0" 10` 0" j- 10.0" _ 12'-0„ iRAMP' LANDING LANDING RAMP a `J jE{jI I d � I 6" HEADER CURB S t CONCRETE ? ( DRIVE-THRU LANE I E " CONCRETE CURB a O . L . mil. a . END 24" CURB & GUTTER G} I 6" HEADER AND GUTTER FACE OF CURB \` CURB - _ 01 ' { .. � ./ �:= FACE OF BUILDING i' - EL. = 2 E .; L. . 2 EL. _ -8 0 6 _ EL. _ -2" EL. _ -2'd \ -_L. V6"0 BOLLARD 2 C 4.1 , PLAN VIEW RIVE-THRU PLAN NOT TO SCALE NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' 3_0 RADIUS PROTECTION APRON SHALL MEET THE MINIMUM LENGTH AND WIDTH DIMENSIONS AS PROVIDED ON THE SITE PLAN. CONTRACTION JOINTS AT 5' MAX. SPACING LIGHT BROOM FINISH 0EN-1 DIMENSION REFER TO OF CURB UNLESS INDICATED RVASE 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. EXPANSION JOINTS AT " 0 MAX. &.ALL P C s AOPI UNLESS APPROVED OR INDICATED OTHERW ON PLAN `II0IJOINT PAT � 24" CONCRETE -- ° GU_1 TER - - I\ / l y \ _. .._ >. \ � ��\ \ \ a, \ \ o 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 12' 3 TE POSTS- UNDATION CIVIL Z-O" TYP. GE OF FOOTING- 8 - LOW b 8„ o 8" - E BOLLARDS EMBED LLARDS IN 18" DIA. x I' CONCRETE FILLED 3 9" 13- LE 8" NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. REFUSE ENCL{Oz U,RE N GENER 0TE'S: TY TI i SEE SI TE PLAN F' AYOUT OF CONCRET 'ADING I- PAD. 1' J 2 SEE G'.RA 3 PLAI\1 FOR ELEVATIONS ON DUklips" I PAD A RAIINAGF OF INTERIOR TRASH ENCI-O SUR SAW JOINT LIU 3. P IDE POSITIVE DRAINAGE ON APPROACH PAD AWAY OM DUMPS ER. I SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS 6" THICK 4000I PSI CONCRETE ON TRASH ENCLUoilRE � a APPROACH PA,D WITH #3's @ 12" ON CENTER EACH WAY I f 5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE I PINS IN BOTH THE OPEN AND CLOSED POSITION -SAW JOINT 12' 3 1/2" U +6" TOP - OF SLAB 8„- 9' 2" 4'-0" 4'-5" 25'-4" 34'-0" TYP�� 8„ � a 0 N o� L t �I 6' 8„ all - IF INTERIOR iN IS NOT NOTES: REQUIRED, Div BLE' , BOTH OCK 1-. ARCHITECT SHALT- VERIFY SIZE & COORDINATE WITH AIfDTH AT FLOOR SIDES, FOR DF AINA }UTSiD STRUCTURAL ENGINEER. OF DUNiPSTER AREA. 2, RE: CIVIL FOR DRAINAGE. 9 , SCREENED REFUSE ENCLOSURE FOUNDATION PLAN /G�-41 NOT TO SCALE Ha16\U166505\0RAN/1NGS\PLAN SETSUNITIAL SITE PLANN196505-0DP-0.DGVG PRINTED BY: NIGIBSON 109.20 (a? 4:32 PDd UST SAVED BY: CPIUGHE6 1� 6" THICK 4000 PSI CONCRETE APPROACH PAD WITH #3 s @ 12" ON CENTER EACH WAY SAW JOINT 12'-1 34'-0" ww \ A oti � -31 24" CONCRETE CURB & GUTTER C 4. We ` f \ \ \ u\ 2 \\ffi \N \\\\ \ v ," � � f ... „ h Y.. �✓`" \���.. [/K .' Y.4\\mot\\.. O��" \ 1 � � f�• AFC 7��,�i7 �0 OS, � , '`'. ,R .�`L �� lll Si0p/ A� <G �O JcC x G' R C / ' ! b/✓'�' a ' w U/QA, \ / ✓ r \ L �O8 iz_" e 19 , REFUSE ENCLOSURE FOUNDATION PLAN (ALT C-4.1 I�- - NOT TO SCALE v\ o ) ,w 4 �Y / � L�SG�p�J G�` �✓{C� AGGREGATE BASE COURSE SEE NOTE #1. DRIVE--f"HRH ISOMETRIC C-4.1 NOT `1-0 SCALE NOTE: 1. GENERAL CONTRACTOR OR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVENIENI T SECTION REQUIREMENTS. PAVEMENT DIMENSION REFER IO I PAVEMENT DIMENSION REFER TO __-FACE FACE OF CURB UNLESS INDICATED I` FACE OF CURB UNLESS INDICATED OTHERWISE OTHERWISE 2.0 2'-0, --p' z"R 6" 6 I Y \ o� - k -- 12„R 92 -� - 1 i' R 4 ,-- 3//t'Et'. ,, PER FT . tf5 tCi. ° !4 4 � ref �t 'PER FT. I >, - �* LIGHT BROOM FINISH SPILLING CURB AND GUTTER B CATCHING CURB AND GUTTER t PAVEMENT DIMENSION REFER TO ( PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED OTHERWISE OTHERWISE 2'-0" ')' n„ " I I /' I r} 6" yiW l R a1 Z, E `1 Z"R v \ 1 „R It ri 0 MA .t X. I a - I �Ts - - - _ a a . o - 1' 1 ,j 2 a ,- LIGHT C BROOM I INISH LIGHT BLOOM FINISH oc DEPRESSED SPILLING CURB AND GUTTER % DEPIRESSEiD CATCHING CURB AND GUTTER CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER THICKINIESS 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 CURE) MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/1E",-0) WIDE, V OR IHIAX. D/4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P G ''s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. 17 24" CONCRETE CURB & CUTTER NOT TO SCALE -0" 9 6" THICK 4000 PSI CONCRETE RETE I c APPROACH PAJ1 FH #13 s ku) -� AL in 12" ON CEN TER EACH WA`( J 1000 �� r m _ SAt>V j OI NI '3 1/2" gII GATE POSTS FOUNDATION RE: CIVIL ` TYP. - - -' � TYP. EDGE O E FOOTING - BELOW o 8" 6" ', OP F SI.F S O �, 5 1 I f PIPE BOLLARDS EMBEDr BOLLARDS IN 18" DIA. x of v \ 3'-6" CONCRETE FILLEDI HOLE 8'__ -� -- - i I 9, 4 0" qZ ' 4,_0„ 8" 25'-4" 6 8" 8" 34 0" � CONNECT FLOO AIN TO STORM DRAIN SYSTEM, LOCAL REQUIREMENTS \ IF INTERIOR DRAIN IS NOT NOTES: EQUIRED, t`ONII t 8" BLOCK K 1 ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH TH AT FLOOR LEVEL,-rsT STRUCTURAL ENGINEER. S FOR ]DRAINAGE OU"fS4 OF S-I-EFd AREA. 2 RE: CIVIL FOR DRAINAGE. REFUSE ENCLOSURE ��L._ a DRAINAGE PLAN i. CIA I I I IAL.t ID POLYe I I I)'LENE 2 S/VPH E= I ()P LCr;: 'Y E LLONAJ 3. NI I IUFA TUR SAS TIC: R-i-)N!OUE, INC. �52MILL STREET W LJ.SWORT H, OI 1 14 CONTA' r BOBEI PFr . 330 334 48'_20 PHONE 330 334 412.0 FAX 4. USE ONLY MAI`lUF `CTU ER' SL 'ED LAGS AND SPIKELJ 5. ,ARE-D.'iLL HOLC') 1'HR()I)GH PARKA) IURIFAC:ES BIT P LAGS ARID !s DIT FOR SI- rt,1Ai " 5. FILL PIE[ D LLED TOLES WI H HEAVY Dl .` COPvSTRUC:TION. it=>317/E SC_Jf'H AS q cj v (3) 8" LAGS FOP. C ETE PAVEMENT OR 12" GALVANIZED PLATE KES FOR ASPHALT PAVEMENT REQUIRED FOR EACH L STOP. SEE MANUFACTURER'S INSTRMkONS FOR INSTALLATION. SC)'„.ID PLASTIC WHEEL STOP 1',10 ' TO SCALE NOTE: WHEEL STOP:. ONLY TO BE USED WHEN NO OTHER PRAC I IC"AL OPTION EXISTS #4's @ C. EA " AY _3. 12 MOUl Ll DiL;E CURB NIOTE i P RE L rXPANSION' JO IATERIAL SHALL BE USED IN ALL a.5 EXI f �i'JI`d :Jr3i s 1 [ ' 7 `i -) IY JOINTS 1T _ ,Ht�LI_ BE INS LEE) AT 10 fit. INTERVALS _! O , , V1UM. ,SIFLI-XPAt Si)JOINTS EVER R MAXIMUM, AT ENDS 1 1 QI- RADIUS, ANC, r. 4✓IiNIMUl4s F 5 ft. F INLET STRUCTURES. _ - O C L r S r BREAK POSIT IV NEEDED n 1 8 ._AK AS tdC�J,_, L J ENSURE I'O�I , IV AINAGE 5. CONCRETE TO BE 5,000 RS.t. 6. MOUNTABL URB TO BE PAINTED YELLOW. O .( ER/M0UNTABLE CURB\ t.. NOT TO SCALE 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. EXPANSION JOINT FILLER SHALT_ BE FLEXIBLE, LIGHTWEIGHT, $`ION -STAINING, POLYETHYLENE, CLOSED -CELL. EXPANSION JOINT I`y?'O'AfELED ROUNDED _ C.Ot I,(_RETE �1 I 6" STEEL EEi PIPE 1 (`:CE IEDULE 70) FILLED ED u VVTTH CO`,t RLTE jII P IN I BOLI ARE) WITH DARK BRONZE- TONE EXTERIOR ENAMEL PAINIF AT DRIVE THRU. r_7 AIIt11 BC>Li ;D \/\J1T H BRONZE-- u t.,OLCRFe ALLOT-R 0 ' LO..rti TIC)%'CIS. � tfi J I� L`,NICHGRE STEEL 'IPC Ida CON 3E L _ FOOTING, Ij 2,_01i DIP011E I Lrt ,t 2'-6 DEPTH II '7 EXPANSION JOINT 1 1 C-4.0 \ E ASPHALT PAVEMENT CONCRETE PAVEMENT/ AP I ICATiONS E SLAB APPLICATIONS MAI 13 777 7\. '\ \ `\ \ \ \\ III-1 ! III i i^III-1 --III, III-1 I I -_I I. 1I _III III i f l III 1 1 I I I z 5 -1-IIIEEII1 1 III-1 '' Y-i' _ . "' 14 v, ww,., 9 2-.... 4 .J .:,o L L,f '4 . NOT TO SCALE tilt?'it BOLLARD SHALL BI_'6-0"AI DRIVE-THRUWINDOW 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 Z Q JOHN C. WRIGHT y .� LiC. No. 046960 ®s� 01 /10/20 NAL ac"" a 6u\ a\� W P-41 8 x w P 0.. m H � \ \ yy�q F xd r� U -F ti x z G I F+ o 3� � w � . m a r. x w a a. 2 .a F+ V H � op E N L. 1 :R E E R t N 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-0 SHEET PAVEMENT THICKNESS SEE NOTE #1 EXTEND BASE 6" BEYOND FOR --, APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS TACK COAT OR OTHER STRUCTURES. (APPLICATION RATE PER LOCAL D.O.T. SPECIFICATIONS) 1.5" THICK ASPHALTIC CONCRETE SURFACE COURSE 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE F'.......... s t ;«._c.,.,..F x i i d _ _ . . .w., g. ..., t _ IF PRESENT ON -SITE, UNSUITABLE SUBGRAD'E MATERIAL SHALL BE REPLACED V1TH SUITABLE SUBBASE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL SEE NOTE #"I REPORT. 8" THICK AGGREGATE BASE COURSE TYPICAL PAVEMENT SECTION NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION OR MATCH EXISTING, WHICHEVER IS GREATER. ASPHALT PAVEMENT REQUIRED AT ALL JUNCTIONS VVI fH CONCRETE AND BASE COURSE - 12" 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 p r Y. - - t _ X - - x �- j 4" AGGREGATE BASE COURSE T SEE NOTE #1. SUBBASE SEE NOTE #1 25 CONCRETE PAVING DRIVE-THRU LANE x U W O V) (D z0 LU J2LLLz LL W I �- U _ 00 E d U W LL NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR TO PROVIDE MINIMUM SECTION OR MATCH EXISTING, WHICHEVER IS GREATER. VERTICAL SAW CUT URETHANE 3" WIDE (MIN.) � / JOINT SEALING COMPOUND (TOP HO SEALING CONIPO'UND) t d d - z z A - v d d A -i I ,I I ICI I I1 I I1 I ICI 1 I�-III., ' #3 BARS ON 18" CTRS. BOTH SUBBASE WAYS SEE NOTE #1 NOTES: 1. JOINT SPACING TO BE 12 x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT, 28 CONTRACTION JOINT C-4.2 NOT TO SCALE 4000 PSI COMPRESSIVE STRENGTH CONCRETE 4" WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN 4" FROM TOP. a 21 v3 SEE PLAN FOR SLAB �J SUBBASE THICKNESS SEE NOTE #1 TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. Y C-4.2 �� NOT TO SCALE 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 o 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 LYUR ETHANE SEALANT D 11 ,GRADE ELEVATION RE: CIVIL PE IN CONC. FOOTING SUPER POR-ROCK (TYP.) SI17EWALK AT EACH POST, TYP. THESE DETAILS APPLY TO L u 0 CONTRACTOR TO SAW CUT, REMOVE U O AND REPLACE 2' OF EX. ASPHALT ifs 0 4:1 SLOPE PAVEMENT TO CONSTRUCT KEY JOINT. U3 (Y O a� O f BASE O 3R,,E- F u PROPOSED [n CO ILPETE PAVING rIlkii ? i t f € I i £ t.. I I f e E I I t REMOVAL ZONE SAWCUT LINE r29�, KEYED CONSTRUCTION JOINT NOT TO SCALE JOINT SEALANT .3AVJC1JT EXISTING f SPHAi 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 1aPROPOSED PAVING � - �: r Xi S I N AV!' x. t 3:�t�• , SUBBASE SEE: NO (E 4 i GRADE A36 STEEL DOWEL 14" LENGTH 12 O.C. SPACING, GREASE OR SLEEVE ONE END TRANSVERSE AND LONGITUDINAL 3 DOWELED CONSTRUCTION JOINT NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ELEVATI ONI \ r I,Ai/IFo AND HANDRAILS -TO BE IN COMPLIANCE WITH SECTION 40-5 & 505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. I-)ETAII S ON THIS SHE - f WERE PR,0VIDED BY f;HICK-FIL-A AND RE FOR�I'v)1=0f�i�il,�tTlt}fJ;\L PiJr;f'(> yE �, ONLY. r�OFIL.ER Ell ?JEEiRIN(� SHALL BE HELL..! l"-IAiRIVILESS IN "I -HE" EVENT OF ERROi "'US 1NFORNIATI6I\I CONTAINED VVITHIN THESE DETAILS s> AND/OR STRUCTURAL FAILURE. 4000 COMPRESSIVE �£ S_ GTH CONCRETE ASPHAM AVEMENT AND BA. O IRSE #3 @ 12" ON CENTER EACH WAY I Y j i PAVEMENIT \ \: co THICi<NFSL; SEE NOTE #1r T•. \\ \\� \\` t C. s V.AVv� �:. A _ v. k y Z. v y. v ....x .........E .. .. . , . >.. a\ .. �. \vA`. . _ I ' -6" SUBBASE l 12' 3' p SEE NOTE 41 o 6 AGGREGATE BASE COURSE _- "EE NOTE #1 #4 RE OR CONTINUOUS REINFORC NT OF THICKENED EDGE � �g,�l _ IgCiRE�� 'APRON_ @i ��Rg � EN `,LOS ' -T ---- C .2 ;f ----- - N O I"O S CA L 9 NOTE: E: I. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SEC:T]OC•l REQUIREMENTS. PAINTHANDRAIL i' "��1SOIOIzO l � I n� I t_�LL :.< /, •� JAr1DI_',A1LH D E fAl L "A" TYPICAL. ADA RAMP AND HANDRAIL NOT TO SCALE NOTE: 1. USE ONLY COMMERCIAL GRADE ALUMINUM( FENCING WITH DARK BRONZE POWDER COAT FINISH CONCRETE PAVED LOTS SAWCIJT FULL DEPTH & CURB 8, GUTTER W O (q W z CD O W F- (Wig o W 24" LUF5RICA I ED SMOOTH NO. 3 DOWEL BAR VFRTI( A L SAVV Q 1,TOP ' a" NO SEALING f l d O= COMPOUNDf , \ } Wi lw CUT s (MIN.) D~ 4 URETHANE JOINT W w W SEALING COMPOUND � r .-i.t x x x I t ROPOSED {I 1 � Iti PAVING `T PAVI,.` \ 3 A #3 BARS ON 16" _I \ �T DOWEL SPACED ON TWO (2) ON CENTER SEACWAY 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 61NCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRA(, FORS 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 BUTT JOINT - NOT TO SCALE HANDRAIL 36" CLEAR \; s en c� 1 HAINDPAIL i Is, 1 I I I I �I 1 I S" SQUARE DETAIL 'B" SET PIPE I COI IG. FOOTING RAMPS SECTION 405 "ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8" "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." "THE MINI PJ1i 11d CLEAR WIDTHOF A RAMP SHALL BE 36" " 1YIA.X11✓IUM SLOPE FORA RAMP SHALL BE 1:12. RISE FOR ANY RAMP RUN SHALL 30" MAXii:4UM. L A NDI1NG S SECTION 405.7 LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH I RAMP, LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS RAMP Mill. 3611. *IF RAIVIP CHANGES DIRECTION LANDING WILL BE MIN. 60"x60" "'IF A DOORWAY IS LOCATFD AT A LANDING, THEN THE AREA IN FRONT OR THE BOORVJA f SHALL COMPLY WITH 404.2.4 AND 404.3.2 H'AN'DRAILS SECTION505 d E , "'IF . RAMP HAS A SLOPE GREATER THAN 5 /u AND A RISE GREATER fHAi! 6OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN I T SHALL HAVE HANDRAILS ON BOTH SIDES" "HANDRAIL WILL BE CONSTRUCTED RUCTED OF WELDED STEEL PIPE - GRIND SMOOTH AND PAINT To MATCH DARK BRONZE. CROSS SLOPE SECTION 405.3 "THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN I :50. NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50. NOTE: VERIFY ALLSTATE AND LOCAL REQUIREMENTS FOR RAMPS AND HANDRAILS. I <j W t- O o 11J y (9 U1 c ui T 24' LUBRICATED NO. 8 SMOOTH fJON/VEL URETHANE JOINT ( (D SEALING COMPOUND �6 ~ `t' LIT r If d. �---i 14 MIN. = z �-.1 � CLEARANCE l wl _ (MIN.) x ( I" I:� z a d _ , d dd e l� I s d I Fo B^'ZS ON 161 - DOWEL SLEEVE (CLOSED END) TO Oil CENTER. EACH V111\Y - FIT DOWEL AND BE SECURED. / TO BE INSTALLED T-0" C.C. - -2 DEr'1. U-FOAMI F"'PANSIC)N JOINT ` FILLER YR PRE -SCORED STRIP OR LUBRICATE THIS END OTHER C'FA APPROVED MATERIAI- NOTES: ES: 'L N0. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT TI-i1CKNESS. 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) (3 I E PANphiION JOINT NOT TO SCALE \ \ . ........ . ...... 5200 Buffington Rd. Ationto Ceoigio, JOJ49-2998 �etl,ae� Ca?l bmfor;i rau dsty. ALWAYS CALL 811 It's fast. It's free. les the law. REVISIONS: MARK DATE BY A MARK DATE BY 0 MARK DATE BY 0 v JOHN C. WRIGHT *P .p Lic. No.046960 01/10/20 �ss�o L zw h- \s w a j` u E x� \ \ z w� . _ y @% \. 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 IXI 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=4,2 H.A16AV1665051DRAWINGSiPLAN SETMNI FIAL SITE PLANVV196505-0DP 0.DWG PRIH [ED By 1AGIBJ'J-N 1.00-20 na. T32 Pf L AST SAV€D BY C'HUGHES PAINT SOLID MULTI -LANE SPLIT PAINT SOLID RESUME TYP. CJPATTERN th o MULTI -LANE MERGE MULTI -LANE DIRECTIONAL GRAPHICS NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. Orl 'All 11-e !- 33 CROSSWALK DETAIL NOT TO SCALE NODES: 1. REFER -1-0 PARKING LOT STRIPING SPECIFICATION 2. CROSSVVALK ALONG AN ACCESSIBLE ROUTE E SHALL MAINTAIN A CROSS SLOPE OF 2% NIAX AiND A RUNNING SLOPE OF 5% MAX. BLDG. LINE Lu w 11 5-0" MIN. C-4.0 1/2" EXPANSION JOINT MATERIAL � 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 2" MATCH SIDEWALK SECTION FOR (SEE FDN. PLAN) CONCRETE (4' MIN ) TOP/SLAB 1:50 MAX. (2%) SLOPE ::--- F" -- -- ;� -- 6" o MIN 4I z _1 T------------- -It-� i k�C a.Er i�)'iiA i 111 Cad. Ii` L. - i l.. , �y 2" XPS RIGID FOAM INSULATION /+ MATCH SIDEWALK SECTION FOR EE FDN. PLAN FOR WALL REINF AGGREGATE BASE (4" MIN.) z n PREPARED AND COMPACTED SUBGRADE NOTE: 1. CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPDXY GROUT DOWEL, IF NOTINSTALLED 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 IURED WITH ISLAND 6" PIPE BOLLARD FILLED w. CONCRETE PAINTED DARK BRONZ IVI LIVV UVf-�I\U CJ = CONTRACTION JOINT E,i = EXPANSION JOINT ISLAND CURB ELEVATION D:IVE THRU ORDER POINT ISLAND CURB PCC SIDEWALK iF REQUIRED NOT TO SCALE 4" THICK CONCRETE PAD $la ?4. ASPHALT PAVIN C 4.2 SECTION. SEE SANITARY — CLEAN OUT AND COVER, P-15, PRIME AND PAINT FLAT BLACK. 8" I Il --PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. COMBINATION, TYP- SAN. C.O. OUTSIDE BU ILDIN I NOTTO SOLE NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL F140N VOVEN FILTER C OR EQUAL ED STONE 1" DIA WEEPHOLE (4 ) (3 REO`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 4b 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. f._ ... t.. n s-. 3' LOOP 1.5x5FEET � I[ $ � I 9.5, DRIVE THRU LANE CONCRETE PAVING 45' BEND (SCH 40 PVC) VEHICLE LOOP DETECTOR PLAN VIES/ IVIENU BOARD MICROPHONE SPEAKER h �t�I [w R C VI E W MENU S`.JrtRD PARTS LIST 2" CLEAR BETY4EEPi ; 1 LOOP AND SURFACEl C J PREFAB (FOLDED) LOOP (1.5' x 5') CONDUIT FRCA1I1 (22) 1/2" PVC COUPLING I BUILDING I{ 112" PVC, SLEEVE COUPLING ;f! 112" PVC TUBING (T LENGTH) I 5� 1/2" 1-'Vt; CORNER FITTING I @ 1/2" PVC 90' Ei.SO01 LOOP PORT 1/2" PVC TUBING (2' LENGTH) SUPP IVIENU BOLLRD FOUNDATION SECTION VIEW MEN .J BOARD LOOP DEvl E :f" 14N ,1 I NOT TO SCALE NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. 2. FOLLOW MANUFACI URER'S RECOMMENDATION- FOP, INSTALLATION. ION. 5"x 6" DOWNSPOUT OPTION "B" - SMALLER BUILDINGS 6" SCHEDULE 40 PVC VJfI H WIRE SCREEN FOR RODENTS -SEE DETAIL THIS SHEET -2" MAXIMUM TER10R RESCREEN FOR RODENT SEE NOTE #1 1%MINI!\i1UNl SLOPE yN00 SEE NOTE #2 — STORM SEWER PIPE (SIZE VARIES) �' Ca -RANSI I ION 6YP. ALL /-,ROUND cu FLUSH TYPICAL SECTION AT MANHOLE I ITION FLUSH ASPHALT PAVEMJ ASPHALT PAVEMENT AGGREGATE COURSE tit1 .a...... �.� . LOCATION E GRADING LAN FOR1 SEE A ING P R 'l TU Wll I IIN 5 FRO(v1 BUiDING RENI/ INDER I 'ATE BASE COURIETENANT RESPONSIBILITYTO BUILDING &HOOKUP IS c NON -WOVEN BUILDING D0VVIN'3P0UT CONNECTION DETA11- WASHED STONE r � FILTER FABRIC --- — ALL AROUND NOT TO SCALE NOTES: 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE NIAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE I-YPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FRONI SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. 1 = 1 DIA. WEEPHOLE TYPICAL SEC>-;'10 ,VIA -IT I° JE_T/CATCH BASIN DTI AT Ilia CATCH BASIN DETAIL C-4.3%�J NOT TO SCA ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL_ PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS BLESS IN THE EVENT OF ERRONEOUS'INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. 5200 Buffington Rd. Ativnto Georgia, 30349-2998 Efx5w� u¢hak's below. alf wMN you 1�ifi, ALWAYS CALL 811 It's fast. It's free. Its the law. REVISIONS: MARK DATE BY A MARK DATE BY MARK DATE BY y v JOHN C. WRIGHT 7� .� Lic. No.046960 ®sty 01 /10/20 Sao Z y p4 s? ,F y 9 mmmm W 4 W _ ' perry W t7 U rH V f' 81y B , z �ca�o F A M 5 w aD x m j G �-4 o 0o%�0� 3 ' a �o U �w � Y ' 'r 1, .\. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax (540)349-0321 VA(p ohlerEng.com STORE SERIES 06-G 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=403 Ha16W166565\DRAWINGSVPLAN SETSVINITIAL SITE PLANW196505 ODP-O.DWG I'Rim FED BY. IVIGIBSGN 1 09 20 O� 4.32 PNI LAST SAVE BY. CHUGHES _..wA m.....,� .„d ...._...., ....._-.i._,_...w FV'kpl it Armor duo vvek't 0,a€.d.,': >a.,lic1C(`rJ"?wl'l;� Ii ,(,Ifu t" Bjick i I eA 2 (9 i ��9 Fre T.Aa illy: (96"i,} tt it 3Ii,K t. la it-3,3" .3. Custom 0,� Ions �dWj�i�j 23` ,Xe , if ,� 0 ffis. 'it3sa1 I-fiot L✓ j :>pecil G a iF 1n.nd MI 3 1 \\ R y F \ U a •e s 4 - 1r J 1 S 1 z { i C� i 1 "1..(�.s�.,.x.....-�<...v DIRE I _ACK ON C NilAD a Ply r `a:>)Gp' 3 T Texture s3eetesaa LiesL�r�sfliari Afunctionahzed i s s thr- rT - .ias-z€c tx :ar coating debig3 d for maxin-,urri nn e„ hamc;sfi peiferrnano..., irrIpac re .an _ and 4J`J-staoili.y'. !` A al'nismr _ _ 1 � T e tEu r € a rE,lr3 yLr pl �.eEta sr a.+,ic. Surface preia�lraf€ori ,g in spi El e cof-version watt g may be tf sp-1 ar„r or,: ,fife usi ,y cf:-,n, .r,_:.P , ..you ofest math+ NOTE: Propadyprpparmy pads x' rbr; a r oat ;+s essa;14t"?i fore, qualityf.;? sr.. ,..+,s,nc:_t..e> cte;;rring .rinsrag,. drying 11"d irsu,ing theFluid�zed Bed urt�.>.c°:.��r.rf.cai;�fr�uarrdc,�drt3f�r„ ,�.xf<.:.•:,n4t��. 1&xtur�-For b-1{0"Icaiids, Allov,,axe„povkJde.,�stand forltninL€.4thaii �tt4tiliiy:t,,Iu,% `tit�,s.r,essrilateli�:l. 1357 4(7C rtitJ - U2tl'oE 4n_au� ietr runt. F ly li n arlD f 1 7-lexturis c sigle i t a textureon the a sk R #_ i ! F t.r ac �r l se ti. There ri;r€b k,€ ,JEy.t t tv turirr rti € u r 1C lre t I u t c'a 1a{ a oa )u n' h k JI W41y urno t (l t extk" �letti gal{c Deps3 f1f m k,Eyr1not'D G1 7 1 cali be aplied, ! a efec tmc-4211,lc ae s itrl "A"Ith ar k,ithou pr,< IeAtIfirlp'n not u m g pre-huat, thrwldlv�l-s1 a be a}g7_.}dCh:.a (l .� J'-Si �I?zlTt. . Pecor nmpn e'd .(3 hj;e,sei Ling L'vhen t1. ng Conoi3a F .�t.9}).1 -Iit,G 0 0 kv. F T 1 { F +i k t c ,. t t1 tr lr ,er nc c ri n i1r> NI cut J C l € 3 T r JiS J li" � JGiI ti vr ,rs_ 3± € t i. = FTP:it£-�}Ii"t ram£'}[. [TT.tf2lie.(.iC3c'�T ri�'1 !kT-1 4;1ifr(_}5(.). GP} 7S€T� fi}El [.�`.l ? 11II (L�� af7J[littrq,ie.;r d -,ired. Fur Improved i .0 pfacr Tit ..n Car-1--in , 1,e d o haked :wr a shori fen fd . i,rne 1 xtecessmy. Tirngs and temparatu,vs in the u:nr3<,.,.d;an.! mlcortfiyura,..yn.audthi,k;t ss a .liepa%tl. NO Cure 3lriis il;ei iEoni3s;lc ;,Au,leo +vc.,rPrT .; tiE:�! ur.J .,r.f7ratrS !c,{lif 'r�tik�4�a}u.;hr � ��� t" 4 Y ,t � 1 T c zurLq, t,a.hrn� 1iTCJre, vrt� h �.u-rr, m�xu u si �3 i �,i tcta:,'_o1T or hritilement of the coating, GoaEin�4 m-ay be put into service -whpri cooled. € PLxb�i34 Prirj3fri'L1 .. V g^er (lr,und C(D smtls, {5.24 tri 1)er k, tN 2(,.,tanly P-ar f�ze E Availa4ls In fluid btLl3, .s ti'1 C I tiles foc 'Conterlt Z1 R ) ini knes tlieconT=Tie€1 ded �3 0miC 203 7F11 m} t ra + xiailir[ Store to My zateq b0ow 901 F keep container cloy u with liners sealed and odi ;LmlJyht and 7{1 •r` mr isttlre of exjemai AWmays_;1Sc good rinnufacluring pi-actice's: i7e["t4t'�C( 31C P:4f3 CiPe.S :'] Uleffing Point `2 L 1 (1 n �-, (En ...— �.r wul v ra tfty r A Tfd' I ?92 a Then on AsTmi L 4941 C \pcl {5 at if}ai � � lP-aRe f AS6 32G In ihs (.8 Joule-,) ica o€ng Pof7 u AS ? 1625 36Z (+2-0) - -• I rt Ile, tr r3t [Et n tN 3 Ga 3-1 51 f 121VPa} �� lwl m i n r7 J 1As { tr) ., 1 l E_`it 3,taiT A. , t}l?,1;_......_._._._. 'I 51;?etF{;,ICL �.Pll,_..I?_ 8 j, r I r 117 .4 20f11 Yrrs I u siCa 3T i€n L {})� r��iP3 7 ?(f f IE! no Sirn{Ef•"'rt rl"Ft fF€1 l r.i l v u _ A { f 9 �i 2 rnt i L IT (tee' 1Y ry „�la s, G_, i! tt f i lt� rV kl M1i C 3"tJ 9CiI 1 L1 TJ ! 1 ) itno,_ f4. 12 1 1 r E1,E) I L3 I i l.Gnar ii,7 r.; urtd �no..,u., .::t _e ta:E _.� � __ni r• ... I_�c 4u tea: u,r�.,p., ,..i-./t.. r_... ._c;?,. _i .. �3. t�-' .�.,,r..�Go.0 tnei�v ci r-te._". .hJl-c,,,P! csi ;,.rr .... ¢:�v o-t�;.i'::.ul ia.'€,�tr .,L,cl , f-., _ f,..ti.•_r .va E.:;ii;ti l'u a{.ter J;�� -._e �c{'z _it�,c_>_rira��m.: ti-alf anyex uy �-_..r_. , Cjp rgii3E:te$llowdeCu.,LIC 5 { W.r 753-52.3_ (422) '1 :,D Fx— rT 31urj''J%jea71�Stl'Blg:>.-'prh j. Texas 7972-j (0) �Wcrm 3J5 X U1 a"TAAM- A P CJf W T BILEDF r ANCa&liar WE RAM I a tiW — 21 7/r i -- 27 t/2- 21 7/e — --^ 42 3/vI 3 f jJ �t 1 yolk Pwar k4" ! E RACK PIKE IiMCK STidhL „ ',TE:L S'mtEb3 8tr�k. F AAi( PICI SLME w iCiIETE. I k—W a ACFKSgi'S' I , _ + - 2 < 1/2' r r 1111111 rIftwy— ww r� qas wv 1 r 1v==1 Si li ri�11 AC a i� a EV iU'swP 5E RITE ➢ 80R 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. 1� TT. wf { THE CHICh, FIL— I C�,r a<+".;fr faarl i a •a 6Ala ,, 1 t,,. i. Lc A t©N CITYST _ .. _.. , -.... -. -... , aSSFf i t *^ N� 4 ill. J,SArcS: f. -,_t4T Za; 4i Rc['-.,[i,.Y-, j { fJ ?IT 1 - -.: t ..i;,L.i3*..,:�={�ki`l.t`-1 NTS I. CLEARANCE BAR 11 CONCRETE C-4.0 SIDEWALK PROVIDE b SQUARE (MINIMUM LANDING AT TOP OF RAMP FOP CHANGE IN DIRECTION EXPANSION C-4.0 JOINT ALL DETAILS ABOVIE THIS LINE WERE PROVIDED BY OTHERS AND AR,E FOI- iNFOF'NIATIONAI_. PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFC)RMATION CONTAINED WITHIN THESE DETAILS AND/fOE STRUCTURAL FAILURE. XZ LANDSCAPE AREA Mft g V!i' fptilq'E. LANDSCAPE AREA I 1 1EXPANSION JOINT I 1L0YEE CURB RAMP NOT -1-0 SCALE BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE S PARKING LOT STRIPING C 4.0 SPECIFICATION EXPANSION JOINT 6" STANDUP CURB OR CURB & GUTTER, AS APPLICABLE (SEE SITE PLAN) \y\ 5200 Buffington Rd Attanto Georgia, 30349-2998 C-211 Mole yrudssl. ALWAYS CALL 811 It's fast. It's free. is the law. REVISIONS: MARK DATE BY A MARK DATE BY MARK DATE BY A JOHN C. WRIGHT .Q Lic. No. 046960 *P- 0 01/10/20 ol Q s d. t4 <n G Hw zH2 ar a 5Q-w z O p P, r \ \ o G �L S U1 _. 3 N 0 1. IN L V T. I e 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 050 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE SITE DETAILS DWG EDITION 02.4 PRELIMINARY ® 80% SUBMITTAL 11 FOR CONSTRUCTION JOB NO. V166505 STORE #1856 DATE 01/10/20 DRAWN BY : MEG CHECKED BY : JCW CAD ID ODP-0 SHEET C=414 -1 A16AV166605VDRAWINGSVPLAN SETSVNITIAL SITE PLANW196505 00P 0 DWG PRJN } ED BY. MGIDSGN 1.G9.20 iD 4 3 .P'Ivl LASE aAVED BN. CHUGHFS. _—¢' NROINIA TELEPHONE & TELEGRAPH CQvIPANY EASEMENT D.B. 320 PO 198 DISTANG'E EASEMENT ... D.8 10.38 PG 95 —�� e -��� \� 1 \y � APPROX. LOC. PEB111VENT �S_F,I,/Ert!T FOR INSTALLATION k MA'AlfrSIYAl1GF OF SI/,14/AL SYSTEM V`L'OY MY-202, PROJ j6029-002-T19 L AII>4- CAPE PT.:Al, 1, N 0 T ES: 1, C ONTRAC TOR SHALL R PLACE ALL F_XISTINt3 TREES THAT HAVE BEEN DEMOLISHED DUE TO THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE PLAN. 2, ALL REP1 ACEMPNT TREES BE REPLANTED A>" A RATIO OF 1:1 AND MATCH THE DEMOLISHED TREE SPECIES IN KIND CONTRACTOR SHALL FIELD VERIFY THE EXISTING SPECIES PRIOR TO THE DEMOLITION ION OR REMOVAL AND BEFORE THE PURCHASE OR INSTALLATION OF THE NEW TREES. E,EY � ii`s. €3C`TIu'diCAl.. �APr9 ------- COMMONNAME CAL. HT. CONT. SN3`at TR=ES r QP2 1 L1UUMS PALUSTRIS - PIN OAK 2112-3" CALJ16-12' HT. B+B - SUP,TOTAL: 1 T -- �lmljl_wel'Al IREES — - — I I SL13'FOTAL: -- 2 2 LA6 RSTROEIMA INDICFl OhliviON CRAP€MYRTLE — 1.1 112" CAL.18.10' HT. B+B 210 10 5 0 20 1"=20' 5200 Buffington Rd. At/onta Georgia, 30349-2998 f a It be-fum you dig, 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 NLTH �ICHOLAS T GEORGAS r Cert. No. 001653 7 01/09/20 �V PE ARGe � s \\ z �+ r z S\ \ \\ �\ J\ z > B 0 a. o , a , E N G z N£ .di :R J. :N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA20186 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 A El 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=700 HAI&J166505\DRAWINGSIP LAN SE SUNSUN I I IAL 5[FE PLAN'N1.36505-LSP-0.DVVG PR IN:lED BY MO BSDN 1.09.20 @ 4.54 I'M LASY SAVED'oti: TFRANK LANDS'CAPE SPECIFICATIONS 1. SCOPE OF WORK: 9. PLANTING THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT iVIATERVNL- SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDL11IG ALL LABOR, INIATERIALS, THAT -THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT PEIVIAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL QRMULCH -TO HELP PRESERVE ROOT MOISTURE. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED INTHE STATE B. PLANTING OPERATIONS SHALL 13E PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN DEPARTMENT OF TRANS PORTATI ON'S SPECIFICATIONS. WEATHER AND SOIL CONDITION15-�� ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANC HFS SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING MATTER AND CLAY CLODS, UTILIZING CLEAN, SHARP TOOLS, ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D, ALL PLANTING CONTAINERS AND NC)N-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NO-FES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING, 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASEIPEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXC A VATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE 017 OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE E. FERTILIZER FOLLOWING PLANTING SEASONS: 1. 1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPEC] FIED IN THE ORIGINAL UNOPENED S FANDARD 1.1. PLANTS� MARCH 15 TO DECEINIBER 15 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1,2. LAWN. MARCH 15 TO JUNE15 OR SEPT. I TO DECEMBER I 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 ArID G. PLANTINGS REQUIRED FORA CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH 1. 1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE " A INAERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS NURSERY STOCK"(ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT REG'OIVIMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER PUBRUIVI PLATANUS X ACERIFOLIA PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4, TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISRGURATION OR FRESH CUTS OF LIMBS OVER ly-, KOEIREUTERIA QUERCUS VARIETIES WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL H A VE A NORNIAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT, SYSTEMS AND BE FREE Or' 1, PLANTING PITS SHAI L BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY, INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. *I PART PEAT MOSS IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4,�) IN CALIPER, THE - 1 PART COMFIOSTED COW MANURE BY VOLUME CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. * 3 PARTS TOPSOIL BY VOLUME 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE - 21 GRA[VIS'AGRIFORM'PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: LONGEST BRANCH. A) 2 TABLETS PER I GALLON PLANT 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER/2" CALIPER OF TRUNK A. CONTRACTOR TO UTILIZE WORKMANUKE-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, FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY, B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THETOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OFTHE RQOT BALL. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED -FREES DIRECTLY ADJACENT -1-0 WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIIVIUIVI BRAi',ICHING HEIGHT OF TFROM GRADE. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GPOUND COVER AREASSHALL RECEIVE A Yt" LAYER OF HUMUS RAKED INTO THE TOP I" OF PREPARED SOIL ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING, ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING -TREES As NEEDED EXISTING STRUCTURES AND SIDEWALKS. TO PREVENT SHOCK OR DECLINE. 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT 1-0 LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALI BE CONTACTEDTHREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLAN] ING AREAS SHALL BE vvATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LIS FED HEREIN. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR FHE PROTECTION OF ALL EXISTING TREES TO REMAIN. ATREE 10. TRANSPLANTING (W EN REQUIRED) PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WAFERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH -DENSITY �VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR As INDICATED WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL ISOIL SHALL. BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY T HE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN, AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THEFENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE,SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (13") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE Ar LEAST UNTIL PLANTS ARE ESTABLISHED. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEIM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OFTHE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 1. 1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12'. USE COMPOSTED BARK, COMPOSTED LE A F MU1 CH OR PEAT MOSS. ALL 12. GUARANTEE PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INS -FALL A TION BYTHE APPROVING AGENCY, CONTRACTOR SHALL SUPPLY THE OWNER WITH A 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOP, TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUIVI. COARSE SAND IVIAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAJNAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. CLAY LOAM UP 1-0 30% OF THE TOTAL rVIIX. REPLACEMENT OF PLANT MAT ERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON, ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. 7. FINISHED GRADING A- UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AIND DISEASE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. T HE SUBGRADE OF THE SITE MUST N[EET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED -13. CLEANUP BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORETHE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. A. CONTRACTOR SHALL PROVIDE A SIX INCH (13") 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 IMAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTIOi,1. 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 SHALLBE 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. ONLY TREES WITH ONE MAIN LEADER SHALI BE PURCHASED. DO NOT PRUNE TREEAX PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE DO NOT STAKE OR-- ARCHITECT FOLD BURLAP AWAY FROM TOP OF WRAPTRUNK ROO]- BALL PREPARE WIDTH OF alp- SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WID FH '4% POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER GREATER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FO HARDWOOD MULCH TREES 1 PART PEAT MOSS -1 BEFORE PLANTING ADD 3 TO 4" PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO BED AND FILL INTO TOP 6" OF PREPARED SOIL. 4--&'DEEPER I-HAN ROOT BALL UNDISTURBED--/ SUBGRADE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT, ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REIMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. -1 1 F, EVERGREEN TREE PLANTIN G DE74 J'AIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE 1 FREE AT P1J\i1ATING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE-----.,_ OR WRAP TRUNK FOLD BURLAP AVff-Y FROM PREPARE WIDTH OF� TOP OF ROOT BALL PLANTING HOLE 6 FT OR TWICE THE WIDTH OF SET ROOTBALL FLUSH F0 GRADE OR SEVERAL INCHES HIGHER IN THE ROOT BALL; WHICHEVER IS GREATER 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" OFWELL­COMPOSTED LEAVES OR LINDISTURBED-­-__, RE -CYCLED YARD WASTE TO BED _r__TT SUBGRADE AND TILL INTOTOP WOF PREPARED.SOIL. DIG WIDE, SHALLOW HOLE-----' 4-13'DEEPERTHAN ROOT BALL -REIVIOVE THETOP'1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES PRESENT. ANY AND ALL TWINE SHALL BE -FREE REMOVED FROM THE BEFORE TAMP SOIL SOLIDLY-------' BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL -SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPI EMENT. DE('--,-DUOUS TREEPLANT N G D. NOT TO SCALE PLANT SHALL TRANSPLANTED AT THE S/ GRADE AS IT BORE IN' NURSERY PLOT PRIOR BALLING AND BURLAPPI PLANTING MIX: I PART PEAT MOSS I 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. At 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-EIN SHRUB PLANTING D,E'f A 11-i NOT TO SCALE INCORPORATE 2" OF PEAT INTO EP OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HAI--,'D%AIOOD MULCH FINISHED GRAD I - R CONTAINER -GROWN ':'UBS, USE FINGER OR ALL HAND TOOLS TO PULL :-: ROOTS OUT OF THE OUTER 'ER Or POTTING SOIL; THEN r OR' PULL APART ANY �)TS THAT CIRCLE THE �INIE'IER OF THE CONTAINER -HICK LAYER OF DARK DWN DOUBLE -REDDED HARDWOOD LCH [SHED GRADE �CE SHRUB ON M SOIL IN rTOM OF HOLE. )ISTURBED 3GRADE L SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL -SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE POR PROPOSED SPACING - SUBSOIL MINIMUM 6" TOPSOIL -- 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 & LAYOU f PERENNIAL/ GROUND CO'VER PLANTIN GDETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED A FTER 2 GROWING SEASONS DO NOFkNRAPTRUNK REINFORCI-ED RUBBER HOSE (112"DIA.) '12 GAUGE GALVANIZED 1011RE Guys rvir.'-f ED 2" DIA. LIARDV)IOOD STAKES 2/3 -FREE HT. 2 PER -FREE EXISTING GRADE PREPARED SOIL FOR -FREES I PART PEAT MOSS 1 PART COW MANURE 3 PARTSTOPSOIL UNDISTURBED S UBGRADE TAMPSO11 SOLIDLYAROUND BASE OF ROOT BALL 0 1 '19, --P 4- ---ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT ,--SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET 11 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 cw-i '3 F' F-` 1-1' 13 L TAIL tur TO SCALE `C T1 ON �S` USP' ,S-E I D -I IN " 1- JE, I v -A, "I. IVIATERIAL 1. 1. SEED MIXTURE NIUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPPCIFIED COMPOSITION: 1. 1. 1, 80% -- TURF TYPETALL FESCUESEED 11.2. 10"/. - KENTUCKY'BLUEGRASS SEED 1.1.3. 10% - ANNiJAL RIYE GRASSSEED 1.2. INSTALLATION RATES 1.2.1. SEED: LAWN SEED SHC)ULD BE APPLIED AT A RATE OF 7 LB,13/1,000 SF ,L2.2. LINIE: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LOS/1,000 SF) IF NOSOIL ANALYSIS IS PERFORMED. 1.2.3, FERTILIZER: COMMERCIAL GRADE12-20-12 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 Oil, NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PERACRE IN AREAS OF ACIDICSOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. -1.2.-5. MULCH: WHEAT OAT, OR BARLEYSTRA�N MIULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER1,000 SF. DO NOTINSTALL MULCH SO THICKTHAT IT CC)IMPLET' - LY COVERS rHE GROUND. TOPSOIL SHOU LID BE VISIBLE TI-IROUGH -]-HE STRAW LAYER. 2. EXECUTION AND PREPARATION: q'I. A SOIL ANALYSIS SHOULD BE PERFORNIED 1-0 ASSESSTHE FERTILITY"NEEDS AND PHIOF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHINTHE STATE WHERE T HE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR P�HLLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGEAT THE RATE- RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. AILL V,1C-'DS AND UNDESIRABLE PLANTS SIHOULD BE REMOVED 13EFORE PLANTING BY METHOD OF ��PRAYING OR TILLAGE. A NON -SELECTIVE rHERSICADE-Z CAINNII BE SPRA`O-D ONE MONTH PRIoRTO f'LANTINGTO KII L ALL. WEEDS AE110 UNOESIRABLE PLAN FS TFIAT M.P�Y COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST4 WEEKS PRIORTO PLANT INGAiND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA ISTO BE TOPSOILE-D, 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 SINIII-AR DEVICE: TO FIRM THE SEEDBED, THIS PROCESS HELPS ACr­IIEVE THE DESIRED FIRNINESS. SOIL SHOULD BE FIRMEDTO 85% OF COMPACTION. 3. iNSTALLATIO'N: 3.1. STRICTLY CONIPLY WITH NIANUFACTIURER'S INISTALLATION INSTRUCTIONS AND RECON1.1viENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITYTO HOLD AND AGITATESEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDR0SEEDING MAYALSO BE PERFORMED WITHTHE ENGINEER/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE ANIEVEN COVERAGE OF SEED. 3.4. LIQUID LIME: OR NFEUTRA LINIE DRY SHOULD BE TOPICALLY APPLIED TO A REAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DUF'.ING THE FIRST90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PEP� ACRE. 3.5� FERTILIZER SHOULD BE SPREAD EVEI,ILY OVER THE SEEDED AREAS AT THE `7 RECOTAIME NDED RATE-- DETERKIIINED BY THE INITIAL SOIL AN A LYSIS. IF NO ­ -- 11 SOIL ANIALYSIS IS AVAILABLE-- EIVENLYAPPLY 12-20-12 sTARTER FERTILIZER AT " RA- , FE OF 2501.-B�'�`- PER ACRE (5.81-BS/I 000 SQUARE FEE I-). F 3.6. A 17COLLEDIERO-SION CONTROL PRODUCT CAN BE APPLIED OVER THE TOPOF SEED III] STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING - AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT IMANUFACTURER RECONIMENDAT IONS.) 41. NIAINTENANCE 41. FREQUENT LIGHT IRRIGATION WILI NEED TO BE APPLIED TO SEEDED "REAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS )I -- SEEDING AFTER SEED GERMINATIOIN HAS OCCURRED AND PLANTS ARE VISIBLE THIE FREQUENCY OF IR.rRIGATION CAN BE CUT BACK WITH HEAVIEF-', APPLICATION RAITES. 4.2. REPAIR ALI-SEED YJASHINGS AND E�-,)IDSIOINII. ,0 W N E 11", M Al t4 'T E P4 A N C E R.E�,'S P 0 1',,T S I B1 Lll'l E S UPON OWNER'S (OR CANNER CONTPACTOR-53) COIMPLETIOIN OF LANDSCAPING WORK. THE OWNER Is FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CAPE, UPKEEP, 1AJJ1,TEPdNG, AND TRIINAMINIG OF ALL INSTALLED VEGETAT10fl, PLANTS,TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLO�AIERS, GROUND COVER, AND LANDSCAPING, IIqCLUDING ALL LANDSCAPP ISI ANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS PESPONSIBILI FY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: * TREES ADJAQF--t1T TO kA./ALKW/`\YS AND AREAS OF- PEDESTRIAN TRAFFIC IVIU8)TBE NIAINTAINF:D TO ASSURE THAFANY BRANUdE,13 MUSE T BE- LINIBED UP TO A CLEJ1,RANCE 116GLIT OF 7 F T. (FROM ALL PEDESTRIANSURFACES) OR PRUNED BACKTO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEI - * TREES WITH liNiVEH ICU LAP, SIGHT LINES, AS ILLUSTRATED ON THE I ANDSCAPE PLAN, ARE TO BE TRIMMED FO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHEWAIISE INDIGATEDON THE PLANS. VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INC HES ABOVE GRADE (OF ALL PAVED, TRAVEL SS S S AY SURFACESI) ALONG AND'011THIN THE SIGHT I INES OF PARKING LOTS AND INGRE -EGRE W S. FALLEN PLANIT FLOWERS, FRUIT,,S,EEDS AND DEBRIS DROPPINGS ARE 1-0 BE REMOVED IMMIEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS FO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENT.-S, DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. 5200 guffl�79ton Rd AtIGntG Georgia, JOJ49-2998 Jul 9", w VAM's bel0tv, call LTmm ya" dig, ALWAYS CALL 811 It's fast. It's free. It's the @Nv. REVISIONS: MARK DATE BY A MARK DATE BY A MARK DATE BY A OkLTH ICHOLAS T GEORGAS Cert. No. 001653 01/09/20 P E z 94 u Z 1-1-1-16-4 E e 15� �=4 PPlafflIkkk A p :D ��i, 7, E z z V L L E N GIN, E.EPING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 %, VA@BohlerEng.com STORE SERIES 06-C 350 WOODBROOK DRIVE ALBEMARLE COUNTY, VIRGINIA SHEET TITLE LANDSCAPE NOTESAND DETAILS DWG EDITION 02.4 1:1 PRELIMINARY IXI 80% SUBMITTAL El FOR CONSTRUCTION JOB NO� V166505 STORE #1856 DATE 01/10/20 DRAWN By MEG CHECKED BY Jcw CAD ID LSP-0 SHEET C=7ml HAWN166505\1DRAVVINGST LAN 5EMINITIAL S I FE PLANW166505-LSP-0.GVVG PR IN I'Efj BY, MG113SON 1J)9,20 @A54 PINI LAS t SAVED BY I FRAW,