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SDP202000027 Plan - Submittal (First) Major Amendment, Final Site Plan 2020-03-18
SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 GENERAL NOTES C-101 GENERAL NOTES AND LEGEND C-102 TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY) C-201 EXISTING CONDITIONS & DEMOLITION PLAN C-202 SITE PLAN C-301 GRADING PLAN C-401 UTILITY PLAN C-501 LANDSCAPE PLAN C-601 LANDSCAPE NOTES AND DETAILS C-602 CONSTRUCTION DETAILS C-801 - C-802 im 29TH LAC DRIV THRL' LOCATION OF SITE 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PID: 061UO-01=M00-01500 tfll09 631 a aALs� Rt taa ,, v� ,ry Garuli> 5i Ct u� Un"ssr `� r���[lilsnl i ski "yy�s `3, �ya� `i �j Anse arias 04 I-41 u jco '4Q z�lr� ls} fF a blot► �+, w� 1 z Squrst . 1 Mail uW4l uR"� q %�' $ li0{lp p . C i F�vY� be � y` Wurir( Ea ion Square fAldei f ata 5A9#EISPY` .�� 1 09� i tall ��cy�r� fatfs t as�1G� r���� G VOWcry �� &�"y�� 4 cr �wn�cH .J _ � � 0hugrch�T Tcr . oA b RfEyg��R/ �` [If; Ration �� �' t/►� �4ca' y Q'fN�•J (at Ct r`I �ljj:. a4" (r Kehe� c% ,A[tpc C-,I ``7,11 -?11�, o" �ri1J01 9 Rf tBBt !A4, LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' DEVELOPER FEDERAL REALTY INVESTMENT TRUST 1626 E JEFFERSON STREET ROCKVILLE, MD 20852 CONTACT: CHRISTINE McGUIRL CONTACT INFOR►VIATION REFERENCES BOUNDARY & TOPOGRAPHIC/ALTA SURVEY' "BOUNDARY AND TOPOGRAPHIC SURVEY FEDERAL REALTY INVESTMENT TRUST 100,200, 750 SHOPPERS WORLD COURT 1500 SEMINOLE TRAIL, US RTE. 29 SHOPPERS WORLD RIO MAGISTERIAL DISTRICT, ALBEMARLE COUNTY DATED 11/29/10 GOVERNING AGENCIES COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 FAX: (434) 972-4126 F- O O a 3a w o o� U' 60 W z Lu (� UJ wo of ui C� Z�zCU)C� wm W (.7WU�U� o U, ZLL[ W �� Lu Z5-(5F—WOEU) m zg� F- W Q= LU Z J>ZU JCA0 O Q 0 p s w N� CnO�QQZ Q <o Z Z z p 0 0- Df UZUp �� wA 690 0 v/ 0 U) w Z 0.. z O O ¢a _I U 0 oLA m milr— Cn 00 U � Z Z O¢ WQ5 N � O O Im Z 0. . O 2 P- REVISIONS REV I DATE I COMMENT DRAWN BY ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com WLTH oj;?rp v RYAN YAMER - y .p Lic. No. 0402056625 O.o 03/18/2020 .1► s`- NAL� SHEET TITLE: COVER SHEET SHEET NUMBER: C-1 00 ® ORG. DATE - 03/18/2020 GENERAL NOTES (Rev.1/2020) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, a(5(,1n°/a+/(5'E35,2517217+(�j$7(21[I+,&+[Q1*,1((5[35(3$5(' 2+(6([3/$16Eg+(1&2175$&725ED867U,(/' [9(5,)<L$// EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITION F S O 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 A D N APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE TH AT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED 72Lr0(&+$1,&$/a/(&75,&$/LTD/80°/q1*[$1'J,5(08335(66,21L3/$16ED+(5([$33/,&$°/d(L7+(A2175$&725D867 IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BET WEEN THESE PL ANS AND ANY THE O R PLANS THAT C P OM RISE THE C NST O RUCTION DOCUM ENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS $1' 10$7(5,$/61$1' A200(1&(0(172)L6,7(D 25. 116,7(L3/$1CI6$: ,1*6L$5(C12707(1' (' L36L6859(<n2&80(176❑ 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 &(57,),&$7,216L5(48,5('[)25L7+(�668$1&(2)1$1&(57,),&$7(2)2&&83$1&<rUD 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER : 25. [�)[$Ll(27(&+1,&$/[5(32570 $6[127A5($7('[➢7+(1[a+(A2175$&725L08671)2//2: L$1' [&203/<D ,7+[$//2)7+( REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY )25L$1<a$=$5' 286[0$7(5,$/6[a$=$5' 286L68°/07$1&(6LT2522//87$176219$°/28725[81' (5[7+(L3523(57<[0 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK $5($L)25[7+,5' [3$57,(6uB(' (675,$16L$1' [$1 <21 ( F,l92/9(' 0 ,7+7+( 1352-(&7m 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR 29( 5I7+( A2175$&725m 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL $&7,9,7,(6G72EYd1352037/<L3529,' (' 172L7+([2: 1(5[832115(48(67ED 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUiST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS : ,7+A216758&7,21 0 ,7+28713529,' ,1 * [3523( 50 5,77( 11127,),&$7,21 L$6L7 (6&5,°/d' 1$°/29( U/E7 ,//EN [$717+( A2175$&725B OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY 5(/$7(' L7216$0( [-,11&/8' ,1* EWS71127[A,0,7(' [72[B$1«+,5' 13$57<[$1' [),56713$57<A/$,06m 20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, 6(59$1761TQ03/2<((6[$)),/,$7(61168°/,6,' ,$5,(6U$1' L5(/$7(' [Q17,7,(6a$1' W6[68°/a&2175$&72561$1' r�58%a&2168/7$176 FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR, TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, 35 ,2 5172 17+ ( F&2 0 0 ( 1 &( 0 ( 1 72 ) A2 1 675 8 &7,2 1 Fm 23. NEITHER THE PROFESSIONAL ACTIVITIES OF: BOHLER , NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A &216758&7,21 [352-( &7L6,7( LTA(5(,1 30/a+/ (5L3$57,( 6'co(/,(9(6250 ,// [5(/,(9( 17+( C&21 75$&7252) L$1' i)52O W6 OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER FOR AND FROM ANY LIABILITY TO BOHLER RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNERIDEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER 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'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW 3$57,$/ 168°/c0,66,216E2517+26( U250 +,&+[68°/A,66,2162) 1&255(/$7(' Q7(06[}$9( E127[W ( 1 [5(&( ,9(' ED 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM $//[)((6[I$77251(<6R)((6U$0$*(6Lr&2676CIB8'*0(176[T&/$,06�1-85,(62B(1$/7,(6L$1' 2+(0,.(r5(/$7(' [72L6$0(RD 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S 62/ ( 15(63216,%q/,7<[10 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS T O MAINTAIN AND/OR PRESERVE ALL PHYSICAL I E S T FEATURES AND/OR DESIGN FEATURE DEP S ICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER INCUR AS A RESULT OF SAID FAILURE OR ) $,/ 85(172135(6(59( CID 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPL T (CABLE FEDERAL, STA E AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO 5(63216,°/q/,7<D25251$615(/$7(' 172FQ; &$9$7,211$1' L75(1&+,1*L352&(' 85(61$1' 0 25. EO 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD . THE CONTRA T R NSU C O MUST E RE THATALL ACTIVITIES INCLUD ING THOSE OF ALL SUBCONTRAC TORS ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEKAND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY 5( 6321 6,°/d ( 1)250$,/,1 * 172 D 2162 ED 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD THE USE OFT D IFY' HE WOR S CERT OR'CERTI I A F C TION' CONSTIT UTE S AN EXPRE I SS ON ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT &2167,787(I$0$55$17<2508$5$17((2)L31<U$785(25[i<3(4,7+(5IQ;35(66(' 251r03/,(' 11B1' (531<L&,5&8067$1&(6® SITE LAYOUT NOTES (Rev. 1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev.1/2020) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE 025(1675,1*(172)[TL$1�+(L5(48,5(0(1762)17+(E$0(5,&$160 ,7+1n,6$°/q/,7,(6L$&70L$' $EE&2' (CrffID1816AE=MIQ7 6(401' =18[61&®®D0D1Q716(4ET[pr$1' W/O1<[$33/,&$°/d(1A2&$/L$1' 167$7(118,' (/,1(6[1$1' [$1<L$1' [$//[$0(1' 0(176E72 BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 114-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DEMOLITION NOTES (Rev.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONT RACTOR MUST CONDUC DE T MOLITION/REMOVAL S ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUS T PROVIDE ALL "METHODS D AN MEANS" NECESSARY TOP V RE ENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND/OR BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER , IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER , THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 18, THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev.112020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE VIRGINIA GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONS R T UCTION NOTES. 3. THE DIST B D UR E LAND AREA OF THIS T SI E IS APPROXIMATELY 0.55 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTO R MUST INSTALL ADDITIONAL E ROSION CONTROL ME ASURES IF ENGINEER SO REQUIRES TO PREVEN T ANY INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES (Rev.1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST °/d $5 L$// A26763662 &,$7(' 0 ,7+L7 $0 $* ( 172 L$1 <� ; ,67,1 * 187,/,7,(60 +,&+2&&856D 85,1 * [&216758&7,21 ED 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR 9(5,) <,1 * M2 &$7,21 62) 0$0 ( L%u$6(' 18321 [j $/ L$5&+,7( &785$/ [3/ $16p 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. 8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. (D z w W U) z_ W w 0 z �Zv)U W C91E U-U� �zwwcn�w I- w � ►=W¢=pWz J>ZU WCgp zcn�wz�,�¢- O p Q Q ~p p U►- ct U) Q � p U) a z a_� 9 > ►- U W I= cn REVISIONS '� 0 3I sN U s. _o 3w i 5� g 1a ,W >8 'sN ;<X W J -_ 0 i.m [ o w ;. 0 :� 0 LL s to .� DRAWN BY REV DATE COMMENT _..__..__ _.. ALWAYS CALL 811 It's fast. It's free. It's the law. ' NOT APPROVED FOR I CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHE RWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com LIGHTING NOTES (Rev. 1/2020) L.T- . p 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE �� CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND Q ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. VV N YA R *' 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND Lic. No. 0402056625 GOVERNMENTAL REGULATIONS. 3. THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED �(� IA O USING DATA PROVIDED BY THE .4� 03/18/2020 NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY `.1 �ss/ DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. V� ANAL 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC). SHEET TITLE: 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. �� 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING N OT E,S CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING SHEET NUMBER: FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF - /1 U 'I CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. ORG. DATE - 03/18/2020 z 0 cD 75 P*FA,j,Wjj, 19 REVISED: 10/15/2019 VDOT GENERAL NOTES 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE): PROPOSED EASEMENT LEGEND SI I SIGHT DISTANCE I — STORM DRAIN SI S SANITARY SEWER I WATER PA PUBLIC ACCESS I — COMMON SHARED IE I INGRESS -EGRESS PU I PUBLIC UTILITY VA VARIABLE WIDTH S U _Z W W W (n Z W t� Z � z U) LL1U2U-U� Ur Z W W L7 _� W Z>-C91_-wOWln W Q = W z �� Q Of J cq O Z C0 W Z Z OUZ: QQ-O 0 U � �U) Q Q !^ LLW v! � � z a U W I— U) REVISIONS REV I DATE I COMMENT Know whArs befDW. Call beforeyourfg, ALWAYS CALL 811 It's fast. It's free. It's the law. DRAWN BY NOT APPROVED FOR I CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND(OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT E FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com TH OF v R`tAN YAUGER - y .0 Lic. No. 0402056625 Oit,F 03/18/2020 �``1�11 ss�oNAl. �� SHEET TITLE: SHEET NUMBER: ORG. 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A � B hW 8=447. 44 -46J55 16 . �`~, -� APPROX. LAC !a - C _ v ___ ' +465.62 67.34 B NYV 8=462.96 / VW7Y EI.SEUENT`�( c41Q, - �. i WY C=450.2J OLUMN (�) /o D.B. 1938 Pc. 112 '� B0462.2 '--- �17q� y~-•. � ; 460.74 Q 2 . / 30 `9 9 G 461:1 _ - �" -09 96 .4 URB U%lbjyc- .6t 10, 461.22 C 4622 6 A ?o �� n ` ` / ' r %` RIM=463,72 `��SET�4Ctr {� 48 "63 1 151\41fl YEAS r 467.5� CURB s ` �� ��a` l G �� WY A=44697 ' ` --- �h ,' 1 A _-M`14�RCP ` ' ` 7.33 0 3O ACCESS EASEMENT / p r 42 RCf'SOAPPROtY LAC. U,C IY4 LINE per ; f6 % I(YY 8=44569961.28 +`--. C 459. �--- A`� REBAR FOUND CURB SIGN •• � ,., PER RE7�'.' �3-(NOT D D.B, 540`P6;. 462 o D.B. 547 fC 8l ,'' c / ` / �/ / / B, 21 UJ�^ 31f . �„ 459.65 � �-_,.. \\ `� '�" STl.RAI �'' FA.SEME7VT , �. TC 459 2 • � � 460.19, WRIRED, SEE -i -.- ZZ > ,465..08 boy J /% 72" lO D £AS `el `'' RIM=457,62 -CO TC 461.45 \ �'c O �� // D,61 2110 ,J 10 Uj7LI/Y EASEMENT CURB /NLLj t v lNY=44B04 a �- - ' _ \ o ��� / D,B PC 122 R 459,57 xe `60.90 `-'W :-462.1 w it 2 X2 C0 �R 1'i ` s -� .. • 'd</ . \\ �� �``� C J�� . 8 C� / G 6�07 G 3.44 p BL UP W NS. ML -76 ,, --�__ 3 J+ L r �, / 8 METAL LANQ/NG lY/ST€PS NY= g # -=-`� W=c-W WY `BL K WALL ', \\ yQ� Q O T 4 6.6b� ! I ;;Y; / GONC. W N GUTT TC 4 5.93 s bCK WALL • EM •,` c `. APPROX. LAC, U.C. NATERL/NE 0458.30 _ _ G 459.89 � `� �v --� , �s� <o \\ cG�j<� / G 465.18 `y w= 6 CONC, WALK _ - - 9 ENTRANCE SIGN PER RfF •13 (NOT FIELD •'•�•- `� `T 460.3 - _ � Y. 9� � , 1t• 46 TC 46 5 ✓,_ TC 458,77 `- 461 - \ <r �° ' / 171.7' E o G 459.31 WAYR0,, SEE ANTE 3) -, rc 4 0 - '`; c - -- _ 3 / / It-35:Gil! 8to" WAL LL .� 4 7 7 CO \ 4 6 a� - o , CONC. STEPS SIGN �' TG 459,7 4 i ,` FRE'E�ER�•-,.• , ---. ` f �, / ,- ti 0�3 3956 I " - 6" CODER (2) ? `� .,, `�--- \\ G 466. e �• ' 6IYO 0 LANDSCAPE 7! O ir' I L 26.67 LAND NSF �s w 458 12 \2 \ G 4 0 �� ` ` HC PARKING SIGN ��,:. / S, /' TC 4 .29V / C� ;JI¢°29',."W I I 1 f �` ?J'; n SW29 LC 45 51 TG ` BLoc'I�. ALc \ �, ti ,y z CHD-26,03 , D.B, 2110 G. 308 4622� D.B. 2110PG 311 , H' r 462.59' L=95.88 Pa, REF 14 (nror \�,� E �� ��;\ ` ti 4 / / / HE/GHr-16.9 t BRICK/BLI-STOROCK T1VI 61 U 01-15" `,y`\t CMD�5 �5'30"E ' , `4 04 5 1 Y£R/flED, 'SE NOTE 3) �" °S s�Oq 'o / /� APPROX. Lac 10' Bu/LDINc AA: 6� 601 S.P: DR 1.529A G 461.49 . ,i� c 461.10 ' 0 g4 465.16 / 14 366 SF. � TC 404.86 TC 961.6p e.-_G- Z- f C 465.31 / SANITARY 5E1;'E'ER 1-STORY STUCCO d, , ' 5.J5 OQ `OQ ; ; T 4, / s ``; EASE/iE1V1 I "IYILD BIRDS "MUSIC & ARTS" E "RA010 SHACK" �STARBUCKS" _s S `� 11 BUILDING ZO G �a �' 45tf SO " N *465. >1 \ ' " / U7TRESS KING" N36 f912"tii' 0.26' G 54 4 / G /4 5.35 \ ._. ` AR 497 PG, 19 UNLIMITED (NO ADDRESS �t516 �1520 T�`,458.97 ��S1 S \ yar` IC 465.5 T� 965.65 aB 536 PC 24 �1�0 I �1510 I POSTEOJ j TO PX NAIL FOUND 11 �900 4651 '�" OR 6$6 F6, 5.J1 J 1 16 J ' ECEC, EASEMENT CL�LUMN (TYP) j �' S40032'58"W 5,887 SF. 14 r`L g46459 , "\ FF- 466.08 AM 4i' RIM�!¢1.39 `456.09 LdB. 5611 8i =4l344 't `t i A=44,�71 ti / - _ - ----------- � k f � \\ % , ,.-�I,E--.. 'Gt?N6: -WALK. 'r^ ' PROX. LOC. U.G. 2 GAS 8- ' - J�p' A0. �•46 9 ` AP LOC U G• T£LE 3 - - \ S // / y6� q -� c - _w AP " 2 ` Mn YHVOHT=19.5i O �� PER 'iG AVW \\ / �N- ' 465. 6 CONC CURB W/NO GUTT T 465. I 463.16 � � REf, �4 (NOT FIELD Rl�f=451.45� �<, , X _ O HEEL STOP (TYPj� ?�, (.S££ NOTE 3) _ _ '' _ -- 465. 8 YE•R110, SEE' NOTE 3 i A=44A 1515, G 59.22 ka FF= 480. 06 \ - p / g / / R -'� TC ¢ 8 CONC RAM 18 G 465.5 / C 463 TC 463 67 0 , ' ,a ) a ` I hW 3:44G, 57 `S 4M1L ANI \ .. T 459.7t;1 k - r , 6 ,� 46J 10 �- 46 .24 \ lNY A=441. 1 INLET RW= f DEl?, cURB -158 59`� c 464 95 - INv 9=441, �, . 9 27 02 E 'C `452 5RlM 451.9/ �A=441:1,5 0 4. �l =43722 �40 , y,R -13 ti - _ WY G=451, . LBG` 1 62.92' T - /NY =438&7 . RAVE INLET O WY 8=45230 8 -r -p l _ - INY 0=457.95 � HC�ARKIMG SIGN �4a5' TELEPh10NE & CRAPH GOd/PANY _ /NY-447,87 -72 - - ----- - t0' I�fPCO F1SE1fENT G�' � f D.B 4/9 PC. 404 f c---- 4 2 9.8 419 PG. 4Z 464.E A fZ-! ` - -' - f / G 464,75 \\ `r 30' B L ING SETBACK 1 fi D,B. 889 PC. 18J hVY• R 4441 ` 0 _ TC 464. 4 L NOT c I \\ ENTER 5'7GNUPMLY9\ -o T 3�0 q 22 OH_ OH �- OH OH OH N j �H OH ' OH ON G 46 7T ' 64.98 ON - X- G 46.34. : •�¢ °�Q'� - ,E72° - �` BII CONC. CURB W NI CUTT R TC i �` >0' PARKI C SE C 5,31 CONC. CURB W NO GUTT ' 7JP If-36 W66 WAY S1CM �` ` T TC 4 .4 TC �a9 29� 94L' - - � - ' - - 1 - - 5 4 f , _-•- - - - _ _ ` TC 965.21 _ - ----- - L S . �_ --- CO/!C'EURB W 2 GUTTER.- `� G.'46203 -----_.___ _._. __._- / l ""4 --__ - �� __-__--- H UP ML-94 A TG'f 4sZ42 '4 W 103 73'� A _ 4 ~ y \ c 464.84 4 �_ A. J��fW. �=- -�-= ;/ --- 15' - -- --- -_� Y��SVOIOJVX\,,^A\\`^,_ ,r t_ _ -� �.....�' t - -rL 467.76 CONC. WA _ - -_ -ti A -,_.- ------ -M3 j _-•..�r.. - _ �,b. -' �G 467.25 QEP." CURB CONC. W _ _ - `461.04 i�I?ff4I7 - �46�03 , IQ' }, 4ss.4z" _--.___-_- ---�_ _ -- -•--sTOP-.�u`' , CONC. ALK �--° ,„O,B, 1300 PG, 417 TC 45J52 CONC. CURB W/2' GU17£R TC 457.01 TC 459.48 15" �o � NC. WAL/fr T ' 1T T 696 --.0816W APPROX, LOCATION�NRC/119W G 45u. 0 E4SEAdEM G 458,99 P QB TC 462.28 DEP. CUr, 58' G452.86 - -- APPROX. LCC. TELEPI•lOiVE & Wi O.B. Z85 PC 4 G 461.80 CONC. CURB W/2' GUTTER T- `'�-r=- - - -- - U,G, STORM ORA1N PER REF. 16 URB NLET COMPANY EASEMENT (NOT FIELD YERIFIEO, SEE NOTE 3) RIM=45•�6a D,B 281 PG g 0,8, 211 PG, 21 5T01L4! MH CEP. CURS \\ TC 466..53 CONC. CURB W/2' GUTTER TC 469,51 TC 46546 CURB INLET �'w G 466,91 C 469.03 �PLTH pF WY=449.15 D,B, 276 PG, 434 AW 40,,57 0464.96 hW=467,47 \\ 6 L/T1LIlY EA.VR%T DB, 302 P% 241 SEMINOLE TRAIL-U.S. �1. � 29 l/NY B=459,19 AW=462.87 �' � IQ U7VTY EISENENT 122 ��Q �. O,B, 3J4 FC 114 •y 9,2 VARL L.E WIDTHRIGHT- OF --WAY AR 4400 Pitt 122 11.5RIALT P* 0 PUBLIC ROAOii`AY E n LEGEND - 123-_- -- EXISTING CONTOUR -i- UTILITY POLE .0 AREA LIGHT x 12145 EXISTING SPOT ELEVATION Q ELECTRIC METER 0-0 DOUBLE AREA LIGHT x TO 123.45 EXIST. TOP OF CURB ELEVATION ELECTRIC BOX coa CLEAN OUT x G 122.95 EXIST. GUTTER ELEVATION Qs SANITARY MANHOLE PAINTED ARROWS da HYDRANT Q STORM DRAIN MANHOLE P DENOTES PARKING SPACE COUNT rN D4 WATER VALVE em WATER METER ov BENCHMARK ' D4 GAS VALVE ® "` GAS METER � GUY WIRE - - OH - - OVERHEAD WIRES SIGN - - G - - APPROX. LOC. UNDERGROUND GAS LINE • BOLLARD _ TRAFFIC SIGNAL POLE - - W - - APPROX. LOC. UNDERGROUND WATER LINE � K---- FENCE TREE LINE APPROX. LOC. UNDERGROUND TEL LINE *jv TREE (SIZE AS NOTED) L.SA. LANDSCAPED AREA �rs - - E - - APPROX. LOC. UNDERGROUND ELEC. LINE s % ljaZ' s ra FIELD DATE 2-28-07 BOUNDARY& TOPOGRAPHICSUR VEY 11-10-10 FEDERAL REALTY RWESTMENT TRUST FIELD BOOK NO BE07-20 100, 200, 750 SHOPPERS WORLD COURT BEIO--23 1500 SEMINOLE TRAIL-U.S. RTE. 29 FIELD BOOK PG. "SHOPPERS WORLD' 20-23 RIO MAGISTERIAL DISTRICT 21 22 ALBEMARLE COUNTY, VIRGINIA DRAWN: 22030 DAVIS DRIVE, SUITE 200 S.U.BOHLER703.M.9400 �,� AX e� REVIEWED: ENGINE ERIN G www.boiewA'nwng.com 30 15 7.5 30 ■NEMERSEY ■PENNSYLVANIA ■NEWYORK ■VIRGINIA ■MASSACFAISETTS ■MARY AND ■FLORIDA - J.S.C. APPROVED., DATE SCALE FILE NO. DWG. NO. R.C.H. 1129-10 1"=39 V101600.SR C+-201 I / i > Cf li�'A,�l���iRr�ER CJN CCr�1G: 1'AO--- __._.. Jr � �I,,., � .�--�.�.- �.� -_ •` � x / / �' � APPROX. LOC. YEPCO EASEMENT \ __ / Ir D.B. 381E PG♦ 172 , / / ` j \ ' s I J ' BERft A111 r , T'dcY L O E. L�"A�YER yftVCY L` DOFF -FUY R, GEIV "RAL a��fRMER.,,� 20' UT/L/7Y EASEMENT / / \ 1 I , jf s i 1 < ._.,.,_ , PER REF.6 / c0 / •.,. I a rr 0.9 540 PC 462 Q-__..._ ��, '; '4i• G 4E�'.91 ,� ; , ' Jr '^ � ♦ \ CO\� \ ♦ 46ti. / t � J` /' ` I � ""�^..,.:" fij A Ti..' 4�J. 3GJ�r t NE: / /' 3GYJD LANOJiYG `� _ r 1 1, % b t "� III-46A28 C 36' SER!//CE OR/!/E EASEMENT /r IVY 466 33 r' ' '\ % ` , / _ t �0 1 f ?E; J6' 889 PG 476 �\ r {YATERL/NE EASEMENT / I / Q / d `,�3 `. rr/5 / c r _ D.B. 1938 PC 112 / 0� % ,:. J b .y,, i' J - / l G .,, b D.B. 545 PG 63> \ J j/ D.B. 586 PG. 512s c' C / 46 ..J'6 ; D.B. 884 PG 50 / TC 1 111i2 bQ8 O -- ---ry_ ,_..... C V li'�\' 54 Y, hill •_'Y ..`;.;.,, .. ``«.:?ri.y I Jl% 3 G s Q ' / TT / / 1 12 Y// \ t _� I /?131-=4i7 ;M 4 _ `> 1NV AA 44 6R7 4, / ,¢ 'r\ PRIVATE 4 P !// 0 EASEMENT s ♦ \� "\ \ 1 ./ &Y ,4^'Y6 1d Y:✓ t,'=`Ya 3. ! \ V i ,*..:,:::,::,::: 1Jj '. �\ _\ II , _ r 7 v. UT/L/7YEASEMENT <;41F IN `. hVY A =495?)1 D.B. 400 PG 122 i s { _r c \<JGUTirrNL17 !r b\-f..... `i j' L 26. 67 1/ REB/4R r G 45,747 s� INY d65:6/ \ o \ S FOUND / Rlt/ ;f f /1 ► tRAT' 1NLi - T''alc% CHB-S1429'35"W 1 -mil li/YA 416,Yl �� `t T / 46i194 Rl ` S 2 :' / �GTsiT£ I1�LL i / to CHD-26. 03 �1 1 _ `, G 46050 / � � 1N9 A=14�' 42 / ._'_,�w 1H .s \ JtrJr lf' 1'89' /�► , !/ � , , _ �, w r ��:''.- /�► \ t 1 /NY /-'45.5, r , ri aft57,98 J /a1Py 4660 . ✓ j 'v / I€r,'>%1 �-111Y' 16 :17 i J`It y' ,. Y CJa \ } , A /T x , - \,`, ff� 1NY A--45271 fir® s' } ' r //VV 9 —1744 _ mSTOR1/ f/11 1jVY 9--46509 ` ' / j jam` LO �'9/'%(jNC__ __ `r 48"STORM ? ;,' ` \ R111=46°74cx \ J REBAR FOU , rE/"' ~-`-CON SFT9gC/f �` PROP. OR41N40E EASEMENT INir C=4 f%?1 Ir7 Am 411s/�/ r' s /, /'fi w ! - -,• w SAWCUT LIMITS OF - 09 2110 PO 311 -✓ , f ,`72 STORM DR4/NAGE DISTURBANCE •�» A�✓ s �`-_=_ m-'`,_ " t t 8 I// f1 18' 6 I dol, V APPROW ZOO 10' EASEMENT � UT/L/IY EASEMENT \ /_ d dam- l 007.�, PEP -- � TL` 8� ' D.B 2110 PC 31 � .--'' -� --`"�` � M DB. 1938 PG. 112 _ �, :, r O w ' �\ � / I / 1= ° .,, .w. COL1141N (TYP)To -� BB' 1 Fllos 492.92 �...i __ - 8'!�_ j `" - ,) G r� t i1 'S% ' — // J/ ' J` , y '.ter / �,.. % `\,(' G JV'LJ J'. 5t f //\p }. 1 1 ` \ � i .,J( .� y\ '^ .•ry ...,�• �r ...,_�f '_ j »„r � : ''/f TG 'r f l�f .�- B\M ___ i � �/ ti ,"tip.. "?,E - J �1 3lp \ f \.g . JAY/ /` EX. CURB (TBR) _ EX. I MPSTER TBR 1A - - 30'ACCESS EASEMENT - % . j t ( ) � O.B. 547 PG 87 - \,, i i q % / / / \ 46 28 \.._ . r� �.. � _� �, �e t 7 CURB 111LLT r �\ / RLEW FOUND - / `' f%/ EX SIR/PING (TBRj _ �` } i ; r ca i f /d o `� PROP. 4� 3T / u{ f ' CURB //&6' INS G 1 / /� GOl _ hlrl=1597 _ >, /} y /6P� ,� 7 �] �I + / f I _ . cam_ .-_- r_--- _ -� --- -- EX OUMPSITR (TBRj f f I , f' 1111-10 1 \` r(} / /e(j x % t /' I I ( —�- I 1 —� • d — _ lh ; E,;. i�., r �' ` ; vt \ II _ PROP. �pF Aol�� �'�. / w� II �� f�,- II II " y �! U ,•� �,� A .. III 11 EX COAL. LaWAV I I /��, / i f I I I /. I I I I I I IE�AL _ SAwcuT D�' 1 f s, G.•�.G _ ; I I I I I I I I b — ''f- \• APPROX. LOC. !0' I V 8 •, I I---1 AREA (/B/P) I LANDING \ UP #'f%TfANS.a91 ' SAN/TARP SEWER � e 1 STEPS G r 66 / J ! I I I v G 46J44 LI 9Z06A• ,OJT/L TO 7£�IAIr I I \• r t ,\ EASEMENT �q 8 E:i R�b11P... ( _ I \ . 1 ,w O -� APPROX, LOG; L1 G 'AIEr?LINE / _ _�,o��l�.,� L� �6�����.,;...,�,.,,.tl�.»..�,.x�.�, e�; a .___ � ,. � � ��I � •� �� ` 's-',`',�?27 ,\t � TC 67fi: / D.,9 497 PO 19 / ° f ..._ _ c;,l„-`, ; r.<<J r RA1SE0 CO�'ICRETE WALKWAY GONC. WALK _ / T .............. r- � ,:, o t , `=� £Nlil V0f SIGii/ �I ER rF" _ (3OT 1Gii"Ll? D.B. 536 PC. 2 D.B. 686 PG. %/ r /l /� 8f f /i'%/ o•' % / / L�DL0�3 !—T'-i OD / / rl'0�„TiOD L�ODLOD 04651 � J EJ / o - \\� %' j J o / TC 465.59 , 171.70t ' EX CU (TB� i I / I f� E; TiPEE1 EX HANOR4IL Er HANORX11 i o= t: j 1 STEPS % b I STOP SIGN TC 45 79 ` /. 4S t / r j / s '_. \ G 466' C 465.29 ' t ,4' / �I o / -WOOli LANDSCAPE 77ES' a i LANDS N/F b 1/0 Ps#WNG Sl,/riv--v AII 1' ij'4 ��GCGK X4LZ \ ` \ \ ILG o vzex f;EG' szr mo/ ,4) t 1�5• b t r _ i 1 T LANDS N/Fe°� SHOPPERS WORLD, L.C. ��� � � v�\z°. � _- -- • � ___ �� � � d �% .,,.,, � D.B. 1552 PG. 528 �� mr'` \/r . t p TM 61 M-12-1 C2 A�;4�cl! LOG; l��° 4...__, � � \ \ 46 .�� \ � �;' • � / "t » .. ' 'b. 611 LINE PLIR 077L11Y GI'41T I1rLLl ;EA: 260,528 S.F. OR 5.981 A Rltl �,17 y \\� \ CONC. STEPS \ \\ 1G' 18/52\� T1`',/ ' // \ \ o �I o SW29, LC o �i '� /f�/ J D.B. 2110 PG. 308 _ { D.B. 2110 PG. 311; j' % _ TM 61 U-01-15 `tt ' / ,.. \ / / • \ ♦ rl£/GHT-169� 0 1-STORY BRICK ,1 )r BUtl011vo .✓ , .: > '! I 4 t t I Ii \?\ ' 66 3F. AREA: 66,601 S.F. OR 1.529 AC ; I '�, \ LIMITS OF / i;\ \ --�I i ! EX. PAVEMENT ':' rye 461.49 ,1 I / G' 4 1, V \ DISTURBANCE e� \ EX. CURB TBR \ \ () II / MARIGNG (TBR) f G 165. J6 r� TC 467.60 '\ G` 46:5: 31 \/''bq, �c� \\ 46a' 47 y �ATTREv XI,VG IYILD BI?Oslrr5/c ARTS RA010 S//i1GXTARBUCXs ,'1520 R-450.15 L=11'5620" L=95a88 CH9-S44105'30 "E CHD=95a71 Tr 465 35 q \. 1 1500 UIRIA11TE0 (YO ADOR£sS POSTED) 1516 /3CP / J� / N367912 �f� 0.26' / __,,, 1510 t .� ,i`E � } I_ v- TO PX NAIL FOUND +465: /1 \ pq1 �\ \ � 1 /T 465.65 i1 ` l _ / S40 32 F8 W _ J� �\ PROP.\\ op� / a -' f /i I 8 I 3.00 \F % IG � 11 11 SAWCUT / 12 (� / �` I COLUn1N (TYP) \\ 465 19 l�� '� �' l II o n \J V \ v G" 10' ELEC. EASEMENT \OQa\' \N40'O; O1B 1801 tE 561 PG. 81 v r • /� \� \ 1pA i I 12' __ / SIGN (7M) ' 4 . CONC♦ WALK r -u e., ... , \.,, '; A1'1l'r1X. L�;{,. ffr/. 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CURB (TBR � J o a\...o._,_.,� WORK o_,,. \,cxPA1d41E11T 4b Sr PAl�EMENT I I� PROP.' 1A17KING , i I ` \ _ Rcp _ -- MARKING (TBR) � _ -SAWCUT - - � r '"`" µI2 _ ` �r „ 30' YEPCO EASEMENT 5f I / --' t�10421t`„ � 469.02/ D.B. 889 PG. 183 ,�� ,.� G 46�°7i -- /-- — �p}- I 30_BU1LOINO5,9ACK — ------------------------ F------------------------ 00 NOT, _ = P 5 ,� - ,� ENTER SIGN . _//,/ 6' APPROX. LOC. YEPCO EASEMENT I I I O s//\,\' \\ �.'` ✓` 0.9 388 PG. 172 �� 0464. r� I ' 1#�; `t `, / ``•�� �'`.��"� � �j � � I t (C 465.10 '..'...�.........- .r ........,_ ...... .. E 3 I' ,t :f CH f �r/ C7}f t"IN C}tr (€} _._ ._.__.,__..,... ..,. _.__.__.,_. __._. _,.,__..,._r<, _,...._,__ __.. _ , .,____.__ .,_f _—._ _ .�__ t' _.__ — , » Cff ld fI / ty \ (rf rf Jr1 t : r Gr/ t f! C t C:r i o / '}/ tl/ t r/ f/ / srf Ur? ff rf �Irf SJ4 20 40 F —4 -- s.� J ._,,..,,,._., \a0 .98 G 4653 l j — t \ t v %/ II G 4 488 0464.77 II I� \ - .,, :>r�rr,- " r G478 l,% 24a94' / ) /:r;, (' r'":;:;t> ; . f. , .. 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J _ _ _ ,_ -. �.................. . 15.58 _._ f S ,J1 S Gf✓ _....__ ..__. _....CONC. ' 1 i � __.. CONC. WALK :=�°-�°�` - r � : _G 15899 O.B - --_ 0W c 5f0)R"1a/ d$�/1 r DEP. CURB (TBR) PROP. TG' 467 3 /�(,. 1r'II1-4651 TC 16. 46 SAWCUT CURB /NL6T- \ C 460:9J G 46S?03 !i'1Y A=1S157 , t ;rf -46 47 `\ 6 UT/L/7Y EASEMENT /,//Y 8=18,91,9 G 40 }f 11Y1r°= 46281 B9 400 PG. 122 APPROX. LOC. C Y/RG/N/A TELEPHONE & TELEGR4PH COMPANY 2 SEMINOLE TRAIL 4 S. RTF 29 O.B. 419 PG. 404 U D.B. 419 PG♦ 435 10' TILITY EASEMENT _ � O.B. 400 PG. 122 VAR/ABLE WIDTH RIGHT— OF— YIAY �`o 11 k8g,250 ASPHALT PAVED PUBLIC ROADWAY E Z_ 2 w w w U Z w Z w 1— U, W > w U � U — � cDzww� U >w w ¢ Huiw z �>zUwUJp p U U) U) 0 a us rn a z 0- > 1— U w F- REVISIONS REV I DATE I COMMENT DRAWN�Y ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: 540 349-0321 VA@BohlerEng.com aOXTH 6pvi V R1'AN YAUMR - T' .0 Lic. No. 0402056625 0i(, 03/18/2020 `1�/ Ss�oNaL�� SHEET TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SHEET NUMBER 20 10 5 0 20 1 "= 20' C-202 ORG. DATE - 03/18/2020 ..... . .... `\z- 114NSFOR1,16A? ON C0110 A'710 .................. .. ZOO VEPCO EASEMENT O.B. J98 PO 172 Z 07 147 Z), 8769 PG. 068 1b1Aff?Y 0 NANCY Z. 9 rFZ 649VE1?Az PAI?j�W";e?5\\ 9, 9, J360 PC. 736 ZA105 N 20' UT111fr EASEMENT / \ / / "7 /�''7G/~~s1- 1 PER REFtr O.B. 510 F6 162 .......... WI . EASEMENT L D.B. 889 PO 476 36' SERVICE i9RIVE E45EYZ TERZINE A45frWENT z O.B. 19J8 PO 112 O.B. 50 PO 691 Av D.B. 599 PG 512 �Iv 19.9 994 PO 50 Wm ...... AA ...... .... N r SERVICE EASEMENT W1 PRIVATE ZR L 29.9 884 PG 50 IR Eli 6<?/,? . . ........... R=95. 00 /0' 11R11r EASEMENT c 29. 9 100 PG. 122 L =26.67 0119=514*79'J5"W 17-- Ch(0=26. OJ PROP. TRASH /06 ENCLOSURE ....... 51-ORY PROP PR41NOCE E45EYINT L.Vvv_ SAWCUT LIMITS OF D.B. 2110 PO J// to DISTURBANCE ST 72 ORY 191W41NA Go] EASEMENT %7'-007 APPROX. Z 00 /0' D. 9 2110 PG 7 1171zlly EASEMENT • D.B. 1938 PC 112 CD.7 PROP. -:50 �26 I'R,: BOLLARD \< P PRO P. CG- 12' PROP 4' PROP PEP 6UIYF19,�'� SIDEWALK CLEARANCE BAR 'PROP CG-12 /--tmur. CONC. 4 JO'ACCLr55 EASEMENT LANDING X D. 9 547 PO 87 , I — 6 ` �,l 1 b; /�,REBAR FOUND - 0 PROP "STC PROP. 4' SIGN AND STOP B PRO� ` f h R P7 (101— V SAWCUT voco)vv 7 PROP. PAVEMENT PROP. X PROP. Uj > MARKING CG-12 '8 SAWCUT &0 9 ;V p V, APPROv ZOO SANITARY 51?, �X\ N\ EASEMENT, K, PRUH I bUU 9z 06yi Alizz (/0 RDMIN) X .......... O.B.4,97 PO 119 ------ o /> /,/>\\� 0 lq 2 GALLON-- ------- 10. 9 06 PO 1?,415Z_1) 0116fefTf PIN&COO)l 610111-1 X4Zff GREASE TRAP N/ �O/D;-/— // /, L�01) L9577-77L9D7 /Lqp O.B. 6891 L9 7 7 Dd Elf Elf 20' r PROP. 4' PROP. PRE -ORDER -9 A: 10/vc 511P5, 1,5,/, P 5/0,v Gm, SIDEWALK PROP. 4" 00/0 R BOARD (SEE NOTE #1 SINGLE WIDE �/O 6VNIN) V7 rvi PROP. BOLLARD WHITE STRIPE c c PROP. CANOPY X W,06�Mf /0 X`121�\\\ (SEE NOTE #1) 80 /4 \C� PROP. MENU BOARD ONE 0:! .5620" < (SEE NOTE #1) WAY L =.95 89 mc, mpvw 'xrw 24 cl 6R c i ') CH9=S44 '05 aO If OROPOSED q f `�,9z111)61;r YAll 0=95.71 RESTAURANT 2,225 SF w / p, PROP "STOP"./ / SIGN LIMITS OF E \\DISTURBANC /\\ Y i // h:: / I PROP. PICK-UP 02 f WINDOW PROP Z__—NJ6'19'12'W 0,26' -12// E_ CG PROP. DIRECTIONAL AK N41Z FOUND SIGN .......... A. ...... .... 28 50' 5*40*-- 58"W 00' ..'�::��4460 PROP BOLLARD MOUNTE N c .11� .................... . D ADA SIGNS 10'EZEC EASEMENT O.B. 561 PO 8/ 4 ........................... .. /Z Izz /Z zi �1/ 1Lzz.zZ11_z�ze�z_1L _z_ 00/0 PROP. 0 —PAVEMENT n MARKING .... ....... .. ... .............................. . ------ -- .................. ............................. ..... . ........... C!, CG-12- GNAND/ -PROP. Slur SI PRO PROP. .. ....... ... TOP BAR 0 %I —1--5-4.9 '27'02'2- APPMOV , zo,00--__ X 62-92' r 8. 8z, 81 '--LIMITS OF alp ....... PROP 240 SF 0 WORK CROSSWALK OUTDOOR PROP. DINING G SAWCUT PROP. 0 PROP. 30' OEPCO EASEMENT PAVEMENT 189 PO PAVEMENT Ag 0 1817 PROP. STOP BAR MARKING MARKING I 9U1Z,91NC 5Z_7,9AQ( — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 57-- — — — — — : — — — — — — — — - — — — dP - APPROX. ZOO WrPCO EAS EMENT 72 D. 9 388 PG 7 10, 10" NOTES: . ..... EO (TYP.) j 1. PLEASE REFER TO ARCHITECTURAL PLAN FOR DRIVE-THRU _6yl .. . ........... 0 — ----- 0// _0_,Z aif ........... \ --Op— as 1 0/ F C"/)Ilv�/� 0,12"', 6'11Z,��/, nulTz-;- IIAITI�INC iSE1,9Acff L� . . ........... ............................. ................... . .... .. —Sf4'20'407_ FEATURE DETAILS. 0 , Z\- ........... ........... §/ LEGEND: T_ 7- 4' ................... ......... ....... ...... .... ... .... ... ..... ...... ...... ..................... ............... =- . . ............................................... 7- 170,> T42- ..... ..... ............... . . .. 4 5,4 "W o12' ..... .. ........... ................................................... ..... ...... ................ '41"W 10_T7,f' 4X �1 7 MILL AND OVERLAY AREA .... . . ..... . . ..... ........... ............ ........... ...... . ...... ...... . .... ............ ............... .. . . . . . ................................. .. . . . . ................................... . . . . ...... ................. ..................... . . . . . . .. . ...... .............. C01167 . ...... . ..... . . ...... . ...... . . ..... . ..... - - ----- - CD .................... .... . ..... . . .... . . ..... tl S1110816W . ..... . ...... . ..... . .... .. . . ..... . ...... . ..... (707 /5 58' SITE TABULATIONS: . ........ 110, �77 P.O.B. .. . ....... . ..... . t 0 . ............. ........ . . .................... ........... . ......... ................... .............. - - — ---------- PARCEL ID: 061UO-01-00-01500 .......... . ..... . . ..... P.O.B. AU ............... TOTAL PARCEL AREA: 1.53 AC ............... ............ . ........... ...................... . ..................... . . . . . . ...................... ..... ................ --mr- — L=_Lm , III , ! -,(/' PROP. _7PROP. 6", /� , "Ot, ZONING: PLANNED DEVELOPMENT SHOPPING CENTER TSIDEWALK SAWCUT 6' 6T1Z11Y E4SZ1WRr APPROX. Z06' 0 01ROIN14 O.B. 400 PO 122 EXISTING USE: COMMERCIAL/ RETAIL IZZERIONZ- & TELEGRAPH COMPANY D.B. 41,9 PG 404 10' 071ZIIY EASEMENT PROPOSED USE: RESTAURANT WITH DRIVE THRU SENINOL f 7 TRAIL IL 4 S. R TE 0.9 41,9 PG 4J5 D.B. 400 PO 122 /;/ R HIA Y V11f?111_,9Z E X10 ICIlf— 0T— PARKING: A,5P1-MZ1_ PlIVE0 PIIHIC 1T'0AZ)XIII)l EXISTING GROSS LEASABLE FLOOR AREA: 169,649 SF EXISTING SPACES: 815 PROPOSED LEASABLE FLOOR AREA: 169,649 SF SPACES REMOVED WITH THIS PLAN: 8 TOTAL SPACES PROVIDED: 807 20 10 5 0 20 0 1 20' 0 aN '0 O� .wa 0, < 0 W 0 Nw W z W Cr) L2,j ow W Ic-) LD >_ om OLL, LU (D � U) LLJ LL, mh L L I U) < , 0 W (5 Lu U) ->:z 0 ::DU) =1 ;�i < 12� < 61-, ¢zQ z U) z W 0 :E 0 < cr 0 < <Lq z W 0 a- p co W CE U) -. ow om d. 0 C) =1 W < 61� = U) EL >- 0. 1. > < C) LL, Lq 110 0 00 '0 FF <0 Z� �2 00 REVISIONS REV DATE COMMENT CHECKED DRAWN BY BY Kn whi#S� 0010W. "CH11 before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT 13 NOT INTENDED AS CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT . FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY B 0 H L E A NX 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com NUN OF N YA R )P .0 Lic. No. 0402056625 03/18/2020 SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 ORG. DATE - 03/18/2020 496.27 If \ \ e :✓ / t � j� 1 x� /fir ?g�. �..l' 1 ' /' / 'a ZOO 147 por LE AHCY OCX RAL PA,,ZNfR ' �\ \`° Ga / /fflt?.i� /\ ////I I�QO• t / IJ�frl• S _._ �--�: ti r'e �7 t Y � % hf'• ��J/� v'v t i tit I i I I / JJ /� r cs I < f Ifr Ail s\ 4 Jj/ J f \ CHB—S14'29'35"W . / CH6.0=203 I f +'< \ �'�� \ / </`� //�/ / //d I A0• ,� '�• �_ _ `w..:.......... . ._.. __.. "` C _lam `\`:�. 51A \ �66 C16' `\ 411 _.,. . >J6 G'G'ri r1 a ''` �- ••� �� � ' MATCH I \ G +465.5 ~" V6 LIMITS OF f m \ISTURBANCE 't S i F t % t lj OI✓tR/v' TO '�65 46 SAWCUT 6' -6.1.9 ti SENINOLE TRAIL -U.. S. RTF Z9 1/AR/ABLE LY/OTH RIGHT—OF—WAY 250 ASPHALT PACED PUBLIC ROADWAY � 11, 19L66tfl SJiJ74.F.<(1YZ: 6 SA 411 '' rra rIOS 'IVUS161° AR13" 600 UNVIIIEP' jNO J411,O1e''.-As /,o5m13) ' 1 10 „„s!„„„/ .,f/._.G:....,G_._/„.�,_.�. .,G��3'.......,G,G_....f_'�_L._. _._•/ ,� /� i /..r..:.......e''......(.....1........0 _.�_.t�..G" /c V6751 10 4(;9.51 0 40, OJ a J /J� `—Iffi&V FOUM9 49 PROP. SAWCUT •R=460.15 0=11'5620" L=95.88 CHB—S4410570 "E CH0=95.71 V 9'121Y 926' Pff NNZ FOUNO -5401.32'58 "W J 00' 45J16 T'IeJ7 ---S4927102 "E 62.92' �._....�. _Si4'20'40"E jj' l 24 94' �n r r' Y' i� \ 6r `S1108'16"W .sY",V 15.58, 20 10 5 0 1 "= 20' O aN is wa 0 O N l^ a� N 2 O L1..I z W U) F-• LL, w N N K w m z WF�— zw> LLICD:U�U� o wN CD z Lu W Cn > W z > c� H m z � W ¢ = W z ¢ �0¢Edcq f— cn�z¢ o uQl ¢o zcnWz¢ oU�w wz= g � C) C/L z ��� J � 0a z�Z a 0 ae w ¢& > � f—• a i U �o W o� 0o U LL Q O Ns 00 x o� ¢¢ 0 w t= REVISIONS REV DATE COMMENT CHECKED DRAWN BY BY KnOW what's below Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY mnmft m m1u IL H L ' R I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com p►LTH p� Li V N YA .Q LIC. No. 0402056625 �' �0.t� 03/18/2020 t1�� SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 ORG. DATE - 03/18/2020 jt '� err^--'iRJv.a7 Zj\_ \ \ Z ./ ... \_-ROCA y1`ii,\ ,,1AP01 1 rY,' VC 4 w 0/1,5--5 LINF PER :vT 14 (IY07 f/Ell) 3�RIFIZPI .TCE 1101E ) _— _k_/ '> 301VO gd>y .SICII--i / LIMITS OF-// z� SEA ANOLE TRAIL—U. S. RTE..99 VARIABLE HIZOTH RIGHT—OF—GVAY 11 ��g,250 ASPHALT PAVED PUBLIC ROADXAY E 4PPROX. LOC. VEPCO EASEMENT 0.9 J88 PG 172 L OT 147 BERKMAR \ D.B. 769 PG 288 LANDS N, FL \ BARRY G. 00FFL£MY£R, NANCY L. D FEMY£R, GENERAL PARTNERS D.B. 3360 PG. 736 TM 61U-01-14 Ilrl71VA.. LVIi. L, Y//iV//Y/II TELEPHONE & TELEORAPN COMPANY 0.8. 419 PG. 404 O.B. 419 PG. 4J5 ,ORIk EASEMENT 476 51 50 SERVICE EASEMENT PG 50 `6' UT/LII'l EASEMENT O.B. 400 PG. 122 UT/L/TY EASEMENT 2 400 PG. 122 / / / / 111Y /i-. 4-1144 11VY C- O 21 ~ � 30 i i-. -a 4-9RCP �REB4R FDUND G' h'=�' 11 U LET %'I,'--a4"62 11VIFi IIvy__4eo VCUT 19111Ns "A/L -76 APPPO,r LX 1/0 04TE ZINE Pam? t EF f jNOT REP R=460.15 A=115620" L=95.88 018-S44105 aO E CH0=95.71 6"1912V 0.26, PI( NAIL F06IN0 S4OW'58 "W J 00' LINE PEP /117:14 (NOT T7RL7 t-,m1f1m, 5zz- NO/E ,.f) S49 27'02 "E 62.92' JO' YEPCO EASEMENT D.B. 999 PG. 18J S34 20'40 "E 24 94' .up Ilk_.94 �—S11.08'16"W �--SIOP 5Y6.4' 15.58' c� z w w w cn z W C� Z�i--6w Z250;� V � U z w w z W z> c7wou mow¢I= wz J > Z U w (n a�m�� U) 2E<<z< 0 Lu 0 a- [)f ( U a p v CL REVISIONS REV I DATE I COMMENT DRAWN BY ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE THRU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com �pLTH pF'*r V RYAN YAMER - 'P .p Lic. No. 0402056625 OP,'Ok4o, ��. 03/18/2020 ,, Sfc��� SHEET TITLE: UTILITY PLAN NOTES: CONTRACTOR TO TEST PIT EXISTING SANITARY CLEANOUTS 20 10 5 0 20 AT BUILDING FOR POTENTIAL TIE-IN POINT. CONTRACTOR TO CONTACT ENGINEER PRIOR TO MAKING CONNECTION. 1 "= 20' SHEET NUMBER: C-501 ORG. DATE - 03/18/2020 v 't `T�l�'Gta;' Lr �: It t �S � _ i�� OVI SEIIIINOLE TRAIL -U 5 RTE .29 VAR/ABLE l4/IDTH RIGHT—OF—WAY ASPHAL T PAVED POBLIC ROADWAY t �. \ %��� ll•� \� ll!' tf1 / � .."-'`lit APPI?OX..LOL'. YEPCO 05E41£NT 'tj 1r V. PG. 172 LOT 14 t a ME MIA A ; � r, f . P t„� `y{y11 DIMR j11r "10)c7'Z G "AZI- �AZ AARTNER' gy1i, �aygr��•`.)p�q�q 1 f { \\ • of f d $ � } p ! , k 3 ! s $ v 'i i` ,46' SEWZ�WGF lifr'I'/E E��s�fs1FNT ,' \` 99 989 PG. 479 09. 549 PG. 01 1I.9. 566 i r. 512 i 0..6. 9811 PG. 50 �t t l �8gi t ft t SEh'6Wff 0,,21,01T t ... j D 8 994 PG 50 Ll.l . IIV IV. 1v_r 09 419 PG. 435 `6' 11T1LT1Y EASFWENT 09 400 PG: 122 10' 1j)WL11Y FA5iff>/ IT 0,8 400 PO 122 STfN' 5/6111v J 44 / 4 \--REBAi' F061N,9 r'IJ Y INl�.7.. P/�1 459.51 rNv �1'55. _0 P5?0,V ZOO 0G PAT_-h'IINF P,,-,? till; , ..� (NOi Fln q 0�<F70,, Sf4_ /VOW_ 3) i'19'12'W 0.26' PW( NA1L F06IN0 ZIAIz r PEP AZ' � r KA101- r /F`I11 l/i.trinn),, S ILW q ',TO' I/_FPCO 0SFr;15YT 09 899 PG. 18j LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. UP 1 ULMUS PARVIFOLIA LACEBARK ELM 2112" CAL./ SINGLE B+B TRUNK/ 10-12' HT. LI 2 LAGERSTROEMIA INDICA'NATCHEZ' NATCHEZ CRAPEMYRTLE MULTI-STEM13-5 B+B TRUNKS/ 8-10' HT. SJ 2 STYRAX JAPONICA JAPANESE SNOWBELL MULTI-STEM/3-5 B+B TRUNKS/ 6-8' HT. JPG 6 JUNIPERUS PFITZERIANA'OLD GOLD' OLD GOLD CHINESE JUNIPER 5 GAL. RKO 26 ROSA'KNOCK OUT' KNOCK OUT ROSE 3 GAL. SMN 53 SALVIA'MAY NIGHT' MAY NIGHT SALVIA 1 QT. NOTE: CANOPY AND SMALLIMEDIUM ORNAMENTAL TREES LISTED IN THIS SCHEDULE ARE TO REPLACE EXISTING TREES TO BE REMOVED IN CONSTRUCTION, IN -KIND. PERENNIAL AND SHRUBS LISTED AS ADDITIONAL MATERIAL. NOTE: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. LANDSCAPE MATERIALS ARE SUBJECT TO CHANGE WITH FINAL DESIGN. 20 10 5 0 20 1 "= 20' Z 3 o� �o o� U � a }o z W F— w U` Z�ZcnU 0, - W U ('��U� w uj Lcu w¢=�Luz >ZU J(nU � a <o Q C/) ::D 2R QNMI N; coZ 2zF7 Q_ UU� ZUZJ_ w�00 � ZW UU�� LQ 0- aaaaN Ugo wC, 'R cl�e �) NML W ow F .10 O� U K =LL Now ¢a 10s W K 00 Albft BF 'Off o� ¢¢ z r REVISIONS REV DATE COMMENT CHECKED DRAWN BY BY z + Know.whaft below: Call betoreyou_oig ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY B '"Oft' "mm L E R 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com LTH p� y. O 2 V N YA R .p Lic. No. 0402056625 03/18/2020 t1�� NAL SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-601 ORG. DATE - 03/18/2020 ►' LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: 9. PLANTING THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. 2. MATERIALS A. GENERAL -ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. D. MULCH - THE MULCH AROUND THE H PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS 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 SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, ' 6),' 8 5 $7,2 119 5 I) 5 ( 6+ A876 2) @,0 0/6 2 9 ( 5 Erb m KOELREUTERIA QUERCUS VARIETIES WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL 7+,&. 1 (66 (=m C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. DO NOT STAI WRAP PREPARE WII PLANTING HOI OR TWICE THE OF THE ROO' WHICHE GR PREPARED S( TREES 1 PART PEAT PART COW MA PARTS T UNDISTURBE SUBGRAD DIG WIDE, SHALI WITH TAM[ TAMP SOIL SOLIDL' BASE OF F ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER ° o o SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED 4. TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE ° OR WRAP TRUNK ° FOLD BURLAP AWAY FROM PREPARE WIDTH OF oo o TOP OF ROOT BALL PLANTING HOLE 6 FT OR TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE THE ROOT BALL; ° d o 0o ° OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER o POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE 1 PART PEAT MOSS 1 PART COW MANURE SHREDDED HARDWOOD MULCH 3 PARTS TOPSOIL BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR UNDISTURBE RECYCLED YARD WASTE TO BED SUBGRADET _ _ _ `S �;r T ' I I -III -I _ AND TILL INTO TOP 6" OF I I=I I=) I= PREPARED SOIL. I -I I— — - 4-6" DEEPER THAN ROOT BALL DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES =III=III—III—III—� �_ -I (I —III I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE PLANT SHALL TRANSPLANTED AT THE S/ GRADE AS IT BORE IN NURSERY PLOT PRIOR BALLING AND BURLAPPI PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO OF WELL -COMPOSTED LEAVE AND RECYCLED YARD WASI TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TF WIRE BASKET IF PRESENT. Af AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURLF_ SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH —� FINISHED GRADE R CONTAINER -GROWN RUBS, USE FINGER OR IALL HAND TOOLS TO PULL E ROOTS OUT OF THE OUTER YER OF POTTING SOIL; THEN TOR PULL APART ANY TOTS THAT CIRCLE THE RIMETER OF THE CONTAINER THICK LAYER OF DARK OWN DOUBLE REDDED HARDWOOD ILCH DISHED GRADE NCE SHRUB ON IM SOIL IN TTOM OF HOLE. DISTURBED BGRADE IL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL :III -I �M I-I�I._I :I.I..I ,I.,;;.i; i III=III== -III III � TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOTE: TREE STAKING TO BE REMOVED o ° AFTER 2 GROWING SEASONS °O o o° DO NOT WRAP TRUNK Apsim REINFORCED RUBBER HOSE (1/2" ONLY TREES WITH ONE MAIN LEADER SHALL BE DIA.) PURCHASED. DO NOT PRUNE TREE AT PLANTING 12 GAUGE GALVANIZED WIRE GUYS TWISTED o UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT 2" DIA. HARDWOOD STAKES 2/3 TREE HT. a 2 PER TREE SET ROOT BALL FLUSH TO GRADE OR EXISTING GRADE SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. PREPARED SOIL FOR TREE _-I I=I 1 PART PEATOS MS3" THICK LAYER OF DARK BROWN 1 PART COW MANURE I I I=I DOUBLE SHREDDED HARDWOOD 3 PARTS TOPSOIL I I i- - MULCH UNDISTURBED SUBGRADE _ - 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED =III= III ` III=III- LEAVES OR RECYCLED YARD WASTE TO BED AND TILLSam —T INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF �— 112„ I� PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE uj TREE PLANTING ON SLOPE DETAIL NOT TO SCALE CD z W W W U) Z I-- 0!� W z LZUF-- mow> W0:�E0 0W (�zwW�>w'' Fz—.wQ=�wz' Q of m cn� wQz z U)z Op C/)W Lij a z U) a U W I= U) REVISIONS REV DATE COMMENT DRAWN BY ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V194600 DRAWN BY: EEN CHECKED BY: RTY DATE: 03/18/2020 CAD I.D.: 0 PROJECT: MAJOR SITE PLAN AMENDMENT FOR 29TH PLACE DRIVE TH RU LOCATION 1500 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH pn v RYAN YAUGER - y .p Lic. No. 0402056625 g k)40,03/18/2020 ONAL - SHEET TITLE: SHEET NUMBER: TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE ORG. DATE - 03/18/2020 c W C . 1.5" ASPHALT SURFACE COURSE (SM-9.5A) 3 CONCRETE FILL TO BE ROUNDED 2' MIN. CLEAR ZONE F EDGE OF PAVEMENT OF FACE OF CURB FOR PROPER RUN OFF 0 �a wo 0 3" ASPHALT BINDER COURSE (BM-25) 1/4" RADIUS 2" RADIUS 01 12" STOP BAR a o 4" DIAMETER STEEL PIPE FILLED ---,,FINISHED GRADE 4 VARIES o 0 W/ CONCRETE PAINTED TRAFFIC w YELLOW AND EMBEDDED IN —� — — — — 6" REVEAL ?'>� 20o MAX. CROSS SLOPE �� ' Z_ � Q CONCRETE BASE I � 1111 II (III II I I— T=1 I I" PAVEMENT SURFACE 9� ^ O z z v o 8'-5" 6" COMPACTED STONE BASE (21-A) —1 =1I!—III. 4 3' z W I- O w ] o (SEE PAVEMENT DETAIL) •. :�...,.:.: : ,, :.:; r :.;• '.':.' .: '�� uT z � w ej�111=111=111-;..: —> �w I —! I I ",:•: e .' .. i t—I I l—III--� Z cD ~ w = g 1'-8" 1.4. 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I I —I I-?: ;' I I—{ I !— o COMPACTED SUBGRADE -) 11 1 I GEOTECHNICAL REPORT) O o :E 00 LL III=) I —I !—{ ;;':' ;, ; I I —I I iAT 7 �T _�_ _ _ _ 4" THICK, COMPACTED W o O (PER GEOTECHNICAL REPORT) _) I I=1 I I —I I —III —III —I (1III—I i I—) I I —I (—I I I- STONE BASE (TYPE 2a) F= w o Z -I 11=111—I 1 I —I yw `' I I I —_I ' TI I!=1 I(=1Th1 11=ITI=1 11=1 11=1 I!=1 I� I I I=1 I I—ITf I T� o 0 w r� -III ,III ;,III=i� III,; III-I1 0 W NOTE: 0 0 NOTE T i=I T i—i:`•,,,�, NOTES: iE 5 12 w I — — 1. SECTION SHOWN IS BASED ON THE EXISTING PAVEMENT SECTION FOR THE 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED a O 'I- I 1-- SHOPPING CENTER. CONTRACTOR SHALL CONFIRM IN THE FIELD AND NOTIFY 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL o 5 �21 10 (D NOTE: — ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SECTION AND THE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. TO SIDEWALK WIDTH. w 0 1. SEE SITE PLAN FOR LOCATION(S). MAN. SECTION SHOWN ABOVE. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. SEE PLAN REVISIONS NOTE: BOLLARD DETAIL STANDARD DUTY ASPHALT PAVEMENT SECTION HEADER CURB DETAIL CONCRETE SIDEWALK DETAIL REV DATE COMMENT DRAWN BY 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL NOT TO SCALE CHECKED BI NOT TO SCALE NOT TO SCALE NOT TO SCALE BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 313 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL ILA 05 BOWELS, $" L �,Nr P Rb411a5i1 E , DEVICES FOR STREETS AND HIGHWAYS Ai T2" O cNs:TFZUoriurT rirl 5-9 5-9 N 5-9' S-9' 2. THESE WORDS AND BAR ARE TO BE '` °Irrl J1iNr -10 t�fi+., PAINTED REFLECTIVE WHITE. 12, 1-'( "M 6p "Rx� 4°fillet. 12:1 MA< --- 0 0 0 0 0 STOP BAR REFLECTIVE ALUMINUM ��' 1 O O (� O LEGEND AND BORDER - GREEN rir rl WITH BUFFER STRIP 2'-0" 5'-0" 6'-0" 6'-0" 4'_6„ N.T.s. RESERVED WHITE SYMBOL ON BLUE BACKGROUND `RAMP r��ti1P 01 PARKING BACKGROUND - WHITE ISI rr TT"rt6+ > A 1SE� %\--fr?A1.4strtorl aurrER PAt4 SLOPE TYPICAL AT ALL ADA SPACES ra 20'T"TF{ROUG R„MP LENGTrl TR iStTiON GVTTER PAN SLOPE y�xt ASr�> Ci 30" co rCt" 2U 1'[HReU N RAMP L r?Grki ;UT.TER PAN, haeXIMUM SLOPE 2011 12:1 MT_�X: i � � Q I � F �j � � 1'-2° uJ RED 'REFLECTIVE' a COLOR THIS SIGN TYPICAL AT ALL "VAN 5 FT burr LU z aHAf'E,'10 MA�'F,ACE F- OF ROADWAY OQRB WITHOUT BUFFER< STRIP L � ACCESSIBLE" PARKING SPACES � a it of •, u r .. t wt LU M 20 1 E IaXAIvfPLE 05TALLATIO.N METHOQ$ ° " SEE PLANS FOR LAYOUT o 13' 911/16" 2'-3" 2' 0" 2'-3 7/16" W o VAN tr3 . r l M Z PTO PACCESSIBLE L� ;:i�f, o I I I I I o 5ECT1014 :A -A. r z Wv;-. 4H,.t McSAf:- SLOPE WHITE'REFLECTIVE' PENALTY SIGN WITH WORDING AS 6E7Er:TA$LE WARNING. SURF AAA PEctMISa181E cuRa LU r f7r15 T r�IJU rIc N -� ( I I w COLOR REQUIRED BY STATE OR LOCAL LAW IatNr<ra»i: F {. / s1'r7im7tn�rrF%in�xh�i x �' .:11d �i7iQi�li 1(ifi�siv$/liRl,�%i�a. •`�-^".�-'. .:. � e o u Call b f re c� dig. 3"x3" SQUARE " - -- ALWAYS CALL 811 ALUMINUM TUBING, SECTIOON B B . MEXICALI RED COLOR NOTE a- LINE, DIRECTION , It's fast. It's free. It's the law. GALVANIZED "U" CHANNEL POST h F f NE F10TE :OCd rHe U IE CAL :'�Y aIN - U PA C}NE '#UFC,TIQi�.. WITH 'BUF ER STRIi�' SE�.,SHEET t:OF' 5• WITHQ1IT;B.UFFEi ,STRII I� THE' TREOUIPEq_LENOTH OF A PARALLEL TRAM "IS L1,441JEO TO I$ FE_T Z REGARDLE5S 017 TOE'SLOPE NOT APPROVED FOR CO 0 U) 4" DIA. SCH. 40 GALVANIZED STEEL PIPE G€TT::TEAR €�,�r1-sH6,Af L a .A MA ti�iU€s 5r F E of ct:t "r TF1E eP at E€1{ iG; o BOLLARD PAINTED OSHA YELLOW FILLED 4, OW�0NAL PLACEMENT 1� ri�t� PEfthiiTTEi . � O � WITH CONCRETE _ / CONSTRUCTION H- .L F- = i Y6" E, ,B PARALLEL CRO$SWII-ALK E� CURB / THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEWAND Oco CwS rfiO�SWALI4- > ° APPLICATIQN .,,, - APPROVAL. IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS O \ INDICATED OTHERWISE. F o ( %1u�IMUMaaiPFrit.TH . RTWA`f' GRA`tE IN FEET � PAINT CONCRETE BLACK AFTER IN Frrul rii 4„UR§PCNRrE v PROJECT No.: V194600 CURING AT ASPHALT LOCATIONS t, _ yr 1 5 - _ DRAWN BY: EEN I CHECKED BY: RTY . �t3wS�,A11< _ � � DATE: 03/18/2020 4 a 12 > l?455't.; r< CAD I.D.: 0 4000 PSI CONCRETE 1S T5 TWOWITTHOUTOBUF ER STRIP AQI,I WITH BUFFER STRIP Ii 7 ' 5 tc a Two C}IRE TIO�I� LARfale�i Rr�Q. U PROJECT: �OC&21&5(7( -VDiT A,a:jPy ajn THE: Ei{?(G;r1L>5cel rSi[S:IGNe€hTVltiG 13`9rfj�Earl T c,EFlTr1!FFICF?�[FI Ar1M BASE o z RE€EREhlC', p ROAD ANG' BRlT)t':�� SrAhc)Ams: C G` 2 D E `C E T AB I� E W AR N I N Q S U R F` AC E 5, o�t 18 o" SHE T 3`c� s REVI"sI A.riAr> YPE {PARALLEL) APPLICATION �ta5 - MAJOR SATE T VIR(;1NIA DEPARTMENT ©F` TRAN PORiANON 504 p� • . ct4,+ T 2T-0" CENTERLINE TO CENTERLINE PLAN AMENDMENT 01 Aoat >�' � - F'fRhikSStEiLE �. STOP SIGN & = — — — _ _ cGI€sTRI,TIaN. DUMPSTER DETAIL FOR ITI=ITI=1 1=1 11=1 I p :. III-1 11=1 I!=1 1={ 11=1 11=1 I I —I 1=f 11 N QQWE�. a" WNQ - 12" =� STANDARD 1 I I —I I=� 1=0---) o —I (—I I—, —I I_�— I I-1 ! - t'tIN NOT TO SCALE III=1 I I=1 f 1=1 I 1=f f I- • . �.. I I l =1 I 1=1 I I�-T=1 I I-1 11=1 I-T— � ;�: �� ; _ �'• 'Y`�-�. MOUNTING POST III —I 11=1 11=1 I I —III —I �, •, III —III —III —III —I 11=1 I I—I_TI=1 _ I I —I 11=I I l=ITI=1Ti p ITI=f(1=T—I I—ITI—I 11=TI—III—T �a' $ - ti s�,`` --` I ,. 29TH RIVE (= _ = = = = I I= - _ _ _ - -a1I n Ire:) 1aI-a 7ET10q, BAST I,R,�t1 /ItrT ,sr E D N.T.S. I T III III III I ll� Tl! III ITI III ITI (11 2b NOTES, THRU !_f I I —III III III III III I { I III —I f I —I I 1 III III ' TO B r .- r : ,b ; # xb , ., .. LA'T `WITH I i 3�. L .2fa x,2�� .d,lT, t. OEPTFI QF,iNLET ,frt).,FiTsE3E:.EHGWrt•�iti... T Y'PIC AL ; ICE SIGN CALr ATE " i ° �1 L 11e l ems. FO , DEPTH GREATER I`1041 t�s a rn I I I-1 I ICI I IT_I ;,ITI III-1 TI IT_! , ,. S i' B STAFIDARD• 01-}A - A G ;., 2 ri I. ;'Fi°b,r3xMFN�)rSi SF �kih'r� ;Qxi. rH,.." rR �€sTrl�t°i. GUrT)wR.PAt1 �I.�,-E: ,.: � , ,�r�_ . , .,, I I !—III—III_ III—ITI III f 11=1TI I I I I I_I 1—I I ! I I I_I 11_ - TOT 2Q0 THROUGH'.RA14P LENQTH ,TANOIx�FfiS; rR .ST iEG,,.aN, TF E 1 t aVia I HILL Fri :,tis�,�arI," FRs�,ri TFi tr�r"r LOCATION I_1 I —I I I_I I I_I I�_I I I_I I _III —I I i 1 I I_I 11111 III A _ — — — — — — — — — AST a G.t d Ur€E WELD T} TItE O:UTF ! t R, TO ThE>, ro. CIF. THE k L.m C, rR�UdSlrlGrt :tsU,rTEr? tMP SLOP> GUTTER PAN MAXIMUTA 5l aPE 20•a � n r � t , Q f I I( I I ( I I i-III I I (-I I ( III III TI III I I , TO , �a I TFrieWO ,rRa1+w L, NGTFI tR rt rr L � Ir r r cTu > . I A .I Fi lrr IINIATI a E _> 9 PRO1111ATI 0r11Y, FOB E;�r��taz�i�0 Pi tT s �v Et ,raLL l?Pc SES, Arta rI E rug , 000,1EN� Ns 1500 SEMINOLE TRAIL m . TAT _ Iv r a .5:1 a cclr rr c:r ,a yHAL I, BE G rERMNi Efi 80 THE 8 +? }Gbt: € t..rs'' Miry, tl 3'LTTS' I TO:`GOLi:T:;: GCNTRr1Grt?r� Fi%9tT FIETT) GOFiUITI{}hi: 1' 6" CHARLOTTESVILLE, VA 22901 2rt 11a i -tl� x, I s 1Ic uasvu 1,IN fc�?IN w{t ci.'s ,rl o Tara TH :P Ms 16l ALBEMARLE COUNTY rAT.l�x QF CUR- ,.: r.l.'4y$y:'� .�r�hT�Alrcr4., iS�d "fFF�r !� I`EI �:SFi�>�cr),li�t. ftt;�s7T2GTtY"tTt� a WITH, STA!#t?�?J O ISI HE CO' T OF' TFr1r"srI1SF;3Nr'ANG Pr AfYltvt� E y,TfsTGFili4t.S' TYPE .A /ry. »I" x" I1 ClUENT1t T4� Tt1E aki 'ar# I r .'pE: NOTE: WITH BUEFEI .TRIP' INCLOPEO IN TrIE'00 PRfCE`FOR,THE ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT �, '-2" '/4' , it a' r, r" I y tb ,) rRU fUkla I_ _{IN. WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES °� SEC rICN " " PLI N €uc I ! `' S „( STura sFI € ; C " T:R� eVE lr rI{� `Nv�RT :car" TH GNN oro a OUTFAL PIPERS Fi1CHE0:'THM ,THE TGs�ATE REIAOVELek SOTTOM OF Tk STRKTDRE .TIZ INVERT v4 � E OE`T l ,.r -� ( €iF THE STRUCTURE SFr L: BE SHAPED B000" H L E R I e PE�nMI55fE3f.E .. ""`�•"('"'r� 4Sirii GEM r$T MGT?rtST? TST Pf;�°i�ENT CONSTR€ CTION — SECTICN I�`� �rAN INL OR PL���!16t , OF W1 ATER,1N TiiE: BOLLARD MOUNTED ADA PARKING SIGN DETAIL °ITT ANO`PLt�I�N. AL �AMT IA 411NI"TA QOLLAR DETAIL 6sP, TSII tDirgLTTISW'. N-I:TOBEB A�acLUDE NOT TO SCALE TTERIN irT TNF eltT PRT > F I rT sTRt� Turf . , 28 BLACKWELL PARK LANE, SUITE 201 L?1hIENSiT3NS FOR GU.i Aft1.;'Wi;TF G?AiIIS' Wl1TFiNlAY 5: StEW� .S To I1� FkOV,'jDED WHEN H IS WARRENTON, VIRGINIA 20186 SECTION B-8' .•T €�: oR cRFtTEA, FOR-OFTAbr_S SE_ Phone: 540 3494500 EXAMPLE, II�iSTA! LATIOTt�I ME'IIBI S - CAST AbN ONLY SrArlos�cl ST-1. 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